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2002-816
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 ,(518)761-8201 Community Development-Building&Codes (518)761.8256 CER"TIFICATEOF OCCUPANCY. , Permit Number: P20020816 Date Issued: Tuesday, October 07,2003 This is to certify that work requested to be done as shown by Permit Number P20020816 has been completed. Tax Map Number: 523400-289-019-0001-015-000-0000 Location: 673 BAY Rd Owner: WOODBURY DEVELOPMENT GROUP Applicant: CEDARS ONE,L.P. This structure may be occupied as a: By Order of Town Board Commercial I Industrial TOWN of QUEENSBURY Phoe 1 Director of Building&Code Enforcement . f . TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-5201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020816 Application Number: A20020816 Tax Map No: 523400-289-019-0001-015-000-0000 Permission is hereby granted to: CFDARS_ INC._ L.P. (GRFF,N MT. DF,VFLOPMF,N For property located at: BAY Rd in the Town of Queensbury,to construct or place ' at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: WOODBURY DEVELOPMENT GR Commercial I Industrial 3,300,000.00 PO BOX 4574 Total Value 3,300,000.00 QUEENSBURY,NY 12804 Contractor or Builder's Name f Address Electrical Inspection Agency BANKOFF GENERAL CONTRACTORS 790 WATFRVLIFT-SHAKER Rd LATHAM_NY 12210-0000 Plans&Specifications , 2002-816 Cedars Senior Living Community Construction of a 55,270 sq ft senior living community per plot plan and specifications. $7,737.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 10,2003 (If a longer period is required,an application for an extension must be,made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Top c},f Queen ury; h. sday, October 10,2002 3 SIGNED BY !" 1 for the Town of Queensbury. Director of Building Code nforcement t-lLt No.S5e6 VIJAZU -Ue Fn Uj;*U Ili;JUWN La' wu=N.-.)DUN-r rH/%-Z)10 f-;0 r1mur- c- Building Permit Application Town of Queenshury—Dept of Contmunity Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction, Permit File No. I UU/ 9 No inspection will be made until applicant has received a Fee Paid 91 r� ) �V E ti E�, valid building permit. All applicants'spaces an this Rec.Fee Paid I= application must be completed and must appear on the Reviewed By: application,forts o 1, e, SEp 2 6 NOZ Appliomi% e- P Owner- Address: Address: )VE1 OF QUEEMURY )GODE AME Phone#Zlii Phone R Email Address:ICy�r�,Ernail Address: Property Location: Lot Vtimber: I H aNumber—/ Subdivision Name, ple f—Tax Map Number: New Building; residence/commercial Estimated Market Value of Construction-$ o Addition: residence/commercial If sit Addition,what will use of now addition be? Cl Alteration: resicfence/commercial E3 No change to exterior size: residence/comll 0 MCI`Work(describe cb0cu rmatlon 1koor 2'Flon—r Other floor Total Below sq.ft, sq.ft, sq,ft. Square Feet u Single family dwelling to Two family dwelling o Townhouse ca Multifamily fling - #of units 2> 43-5- z). K c4 Z.>0 x- V e, >3> a Office t3 Mercantile u Manufaettirins G 1 car detached garage u 2 car detached garage a 3 am detached garage 0 1 car attached garage m •2 car attathed.garage 0 3 car attached garage (a Storage building- commercial cl Storage building- residential 0 Other What is the proposed height of the structure 5 IC? feet Inches Will any second-hand or ungraded lumber be used? If so,for what? /V 6 Type offfeatingSystem: electric/ oil(9 wood /ErllidE-t air�/ -bo-a/ thd- Number of FAwlgraj-to be installed —./— Number of Wyodstovw to be installed C) List below the person(s)responsible for supervision of work as regards to building codes: Name. Address — Phone Number Builder o Plumber 1 Mason I C Electrician I A, ) Declaration: please sign below afler you have carefully read the statement: To the best of my knowledge the atiiamrats contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions ofthe Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be compiled witb,'whether specified emoted,and that such work Is authorized by the.owner. Further,it is understood that Vwc shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Adminigrator or Director of Building and Codes,an As Buttf 8/trvev by a licaused surveyor,drawn to scale.showing acroal location of all now construe Si rc: a ef::� 4-4 Aftor.owner's as ,architect,contractor BLDG. PERMIT NO. 2002-816 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at;' 35 Eva teen Lane for the following uses: Ceu'.cucs CeyaeA , Aug"t 29, 2Qd0 J) L� 'DATE '' SI. N ATURE OF APPLICANT .TEMPORARY CERTIFICATE-OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby APPROVE_ ()DISAPPROVED with,the following conditions: C&z,,-46_ cute o6 ftcupancRy io be "Zued upon comptezion 06: 1 ) Comptae ate. consumat :on wo;0Z ,,.n paaeme"- 2) M"rua,n a ZaL)eted bwu&Lcadeh to const uction wLe".' 3) insi-aU acce,6z� doors 'o& govLage and duceen poach ce c. mgb. 4) ,Compd'ete &e.ma,incng .6,i.:e "zuez. ` 5) Subm a a,s bu c.0 z eptic pZoz Akan. G) 1 n,6xatt pe)rmane, ,gaze C 1.S:C 6ZooA, we,6;: to uuuex". Z) Tinaai:'. EZee:xtaak. 1n-,pect on' Don ba.6emenz M TEMPORARY CERTIFICATE OF OCCUPANCY E: $10 P )$1 Q.OQ received on AU.q is 29, .2003 Date of Issuance Director,of Bldg. &Code Enforcement 7II1S TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES. ) ; DAYS FROM THE DATE OF ISSUANCE. " NOTE: This Certificate, is NOT VALID unless signed by the Director ,of Bldg. & Code Enforcement or his designee. Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report 6 Office No.: (51$) 761-$256 Date Ins ection re. e c v d: Queensbury Building&Code Enforcement Arrive: a Depart: �r� am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Irlitia NAME: a PERMIT# 3 Sl (o LOCATION: "�, I�C�,Y�ti ATE: y COMMENTS: Y N NA � �t1�t C� Chimney Height!"B"Vent/Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Complete/Finish Grade 6"In 10' Drop Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, Vt'k Porches Exterior.Handrails,Balconies,Landis 30"Or More < tc6 I�,� Interior Handrails Balconies/Landing 30"Or More Interior Handrails Stairs 1 or More Risers Guardrails 42';Ballisters 4"Minimum Spacing Vestibules For Exit Doors>3000 s . ft.' Q \ Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight l Smoke Detectors: Every level,Every bedroom Outside every bedroom, IntercionnectedBattery Backup = Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Se aration,3/4, 1,2 hr. 'Fire Walls 1, 2,3 Hour/Fire Door'/4, 1 %2,2 Hour- Handicapped Accessibility/Handicapped Parkin Si na e Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Grade , Gas Furnace Shut-Off Within 30 ft. or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve, Heat Trap/Water temp 110 Degrees Max. Garage Fireproofing complete, Penetration Sealed Furnace In Separate Room/Protected(In Garage) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30" (H)/Crawl Space 18"x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required LZ� i7 Buildin /Apartment Number on Building or Driveway Build Access All Sides by 20', r' e bl Sur ac 20" Wide Okay To Issue Temp C/O o Perman t O [circ a on-ef) y� Okay To Issue � r Last printed 6j3/20J2003 9:24 AML:\PamW\Building&Godes\MULTIPLE DWELLING.doc Multiple Dwelling, Hotel, Motel, Npartment 41-, Of r� Final Inspect;.on Report a)N--A �g /. CJ ice. 44ram-- (� Office No.: (518) 761-8256 Date Inspection req st ce' e I u��P 65 QrY g ueensbu Buildin &Code Enforcement Arrive: a p Depart: am/pm 742 Bay Road, ueensbury,NY 12804 Inspector's Initi NAME: U 9 A PERMIT LOCATION: DATE: 6 CO ENTS: Y N NA Chimney Height/"B"Vent/Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete _ Exterior Finish Complete/Finish Grade 6"In 10' DroC� - ��`� Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, f Porches Exterior Handrails,Balconies,Landh 30"Or More Interior Handrails Balconies/Landing 30"Or More-" - Interior Handrails Stairs 1 or More Risersc�1 Guardrails 42",Ballisters 4"Minimum Spacing Vestibules For Exit Doors> 3000 sq. ft. Doors 36"/Lever Handles r - Headroom 6' 8"on Stairs — -� Bathroom/Kitchen Watertight Smoke Detectors: Every level, Every bedroom � � Outside every bedroom,Interconnected Battery Backup � � Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,3/4, 1, 2 hr. - M- Fire Walls 1, 2,3 Hour/Fire Door'/4, 1 %2,2 Hour Handicapped Accessibility/Handicapped Parkin Si na e � ti ". Gas Log In Sealed or Glass Enclosure C Gas Valve Shut-Off Exposed/Regulator 18"Above Grade 's l Gas Furnace Shut-Off Within 30 ft. or Within Line Site , Oil-Furnace Shiit-Off at Entrance to Furnace Area Furnace./Hot Water Heater Operating/Fresh Air Intake Low Water.ShutYOff for Boiler Relief Valve,-Heat Trap/Water temp 110 Degrees Max. Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected In Garage) Light Ventilation per Room 1 Safety Glazing Attic Access 30" x 20"x 30" H)/Crawl Space 18"x 24" ,�t Final Electrical Site PlanNariance Required Final Survey Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required Building/Apartment Number on Building or Driveway Build Access All Sides by 20', 've face 20"Wide Okay To Issue Temp C/O ofQ4rm,Anent CO cirele one] Okay To Issue C/C Last printed 6/3/2003 9:24.AML:\PaznW\Building&Codes\MUL'TIPLE DWELLING.doe Y Septic Inspection Report Office No. (518) 761-8256 Date Inspection requ r ei equ re eiv a p Queensbury Building&Code Enforcement Arrive: a epart�: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . NAME: --T— P T 0 L-T-- P IT NO.: Z-c:>n!j <2,1 ka LOCATION: SPECTON: RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. -Absorption Field: Total length Length of each trench -Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y/Ni Partial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan 'Y N Location of System on Property: pt Front Rear Left Side Right Side Middle Front fiddle Rear Sjstem Use Sta s: Approved pproved Partial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved LASuellerningway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 I 3� l -"Pars.<r"piyllOQ_.,� i 1-7 41 r i Town of Queensiaury 1 Fire Marshal's Office 742 Bay Read Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 ` Fire Marshal's inspection report Request e..> SCHEDULE Q r S . G 3 Received: Permit# "� A G} �,, INSPECTION ON: Name: Ca D r1, vJ AM PM ANYTIME Location: 4-Ab o i N .0 APPROVED N/A YES NO 5 COMMENTS EX WIDTHS �., D t �., v I� uc EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE / COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UYl Y1 C 4 ti� C (;•t� C fi �' UNITS , CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEYrj ` C 1 G'+L)� t/i v MASONRY ROUGH IN ? ( t CHIMNEY FINAL C C FACTORY BUILT ROUGH IN (�2 T FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE I MASONRY ROUGH IN OK THIS DATE K FOR CO TT OK I i FIREPLACE FINAL FACTORY BUILT ROUGH IN INSPECTED BY FINAL COMDEV/CHRISJMfORD/LETTERS20011FIREMARSHALINSPECTIONREPORT11022001 YELLOW-OCCUPANT COPY WHITE--BUILDING DEPARTMENT COPY Multiple-Dwelling, Hotel;Motel,.Apartment Final Inspection Report Office No.: (518)761-8256 Date Ins ection r e ed: Queensbury Building&Code Enforcement Arrive: a Rart: 742 Bay Road,Queensbury,NY 12804 Inspector's Initm NAME: }C. GCC��' PERM C�Qom ,t�C� LOCATION: '3 6' r—\A e a tl'_'—E&3 MNf. DA'I' —Z--0 , 'COMMENTS: Y N NA Chimney Height/"B"Vent I Direct Vent Location Et,..F—JP'A1b _ Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Complete/Finish Grade 6"In 10'Drop Interior/Exterior Railings 34 Into 38 in.136"Landing,Decks, j Porches �J Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 30"Or More Interior Handrails Stairs 1 or More Risers Guardrails 42",Banisters 4"Minimum Spacing Vestibules For Exit Doors>3000 s . ft. Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight i Smoke Detectors:Every level,Every bedroom / Outside every bedroom, Interconnected BqLeg Backup ,J Bathroom Fans/Plumbing Fixtures Complete . Foundation Insulation Fire Separation,3/4, 1,2 hr. - �77me Fire Walls 1,2,3 Hour/Fire Nor'/4, 1 %z,2 Hour Handicapped Accessibility/Handicapped Parkin Si na e Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Grade Gas Furnace Shut-Off Within 30 ft.or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake Low Water Shut-Off for Boiler Itet�et V`atve,l=seat Tra /Water teim 110 De gees Max. Garage Fire roofing Cam lete,Penetration Sealed Q tSQ� — "C-- c-1p C.-r.> Furnace In Se arate Room/Protected In-Gara e} Light Ventilation per Room/Safe Glazin Attic Access 30"x 20"x 30" H}J Crawl S ace 18"x 24" Cr MQ CA-> Final Electrical Site PlanNariance Required -�'�- t C'o Final Surve Plot Plan/Flood Plain Certification,if Re As-built Se tic System Layout Required Building 1 A artment Number on Building or Drivewa ''Build Access All Sides by 20',Driveable Surface 20"Wide _ { ue Tem C/O or Permanent O [circle one Okay To Iss C �l��y'To Issue CIC L�s�printed 6i312o03 9:24 jSF,�Pa�nwlBuil.ding 8s Codes\MULTIPLE DWELLIT1G.doc yJ � t 1 I � � ow a} oo 1 bFM I 1 . .� I Of Commercial Final Inspection Report n Office No.: (5 18) 761-8256 Date Inspection reque ve Queensbury Building 8r- Code Enforcement Arrive: a Depart: ;_ pm V 742 Bay Road, Queensbury, NY 12804 Inspector's Initial WA-ME: �C` PE A # 1 LOCATION: — 1 DAT COMMENTS Y N NA Chimne / "B" Vent! Direct Vent Location K 5-c--, PI mbing Vent Through Roof 6" / Roof Complete Exterior Finish Grade Complete 6" in 10' or Equivalent Interior/ Exterior Ouardrails 42 in. Platform/ Decks Interior/ Exterior Ballisters 4 in. Spacing Platform/Decks ti Stair Handrail 34 in. — 38 in_ / Step Risers 7" / Treads 11" Vestibules For Exit doors > 3000 s . ft. All Doors 36 in. w/L.ever Handles/ Panic Hardware, if required © %�; Exits At Grade Or Platform 36 (w) x 44" (1)/Cano or Equiv. Gas Valve Shut-off Exposed 8z ae ulator 18") Above Grade Floor Bathroom Watertight/ Other ]Floors Okay Relief Valve, Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site - �J��'= Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %2 doors > 101/o> 1000 s . ft. 3/4 Hour Corridor Doors 8L Closers Firewalls / Fire Separation, our, 3 Hour Complete/Fire Dam ers ! Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30" x 20" x 30" (h), Crawl Space Access IS" x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e / Shaft Sealed Handicapped Bathroom Grab Bars / Sinks /Toilets Handicapped Bath/Parkin Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" � � Handicapped Ramp / Handrails Continuous/12 in. Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/ Variance required 11c — Final Survey, New Structure / Flood Plain certification, if reg. s-built Septic System Layout P e uired or On File C`�\ Building Number or Tenant Address on Building or Driveway vl��► t5P a \' Water Fountain or Cooler C_ Building Access All Sides by 20' / Driveable Surface 20' wide Oka To Issue Tem . or Permanent C/O Okay To Issue CIC Last printed 6/3/2003 9:27 AML:\PamW\Building 8a Codes\Commercial Final Inspection Report.doc Rough Plumbing Insulation Inspection Report Office No, (518)761-8256 Date Inspection requ 'ei 'eiv Arrive:'A,Inspection )�gf=ID Queensbury Building&Code Enforcement —aa pm 742 Bay Road,Queensbury,NY 12804 Inspector's Init' Is: NAME: PERMIT#: INSPECT LOCATION: ";Ws IFQ�ev INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent I Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test C Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family Insulation/Residential Check Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\SueIiemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1,144� am/pm_ Depart: _am/pm 742 Bay Road, Queen ury,NY 12804 Inspector's Initials: NAME: Queen PERMIT#: LOCATION: DATE: COMMENTS: Y N NA Chimney Height/"B"Vent/Direct Vent Location /,0& �/ Plumb Vent Thru Roof Minimum 6" 202-- Roof Complete Exterior Finish Complete/Finish Grade 611 In 101 Drop 6ccv— Interior/Exterior Railings 34 Into 38 in./3 6"Landing,Decks, ') Porches Exterior Handrails,Balconies,Landing 3011 Or More Interior Handrails Balconies/Landing 3011 Or More Interior Handrails Stairs I or More Risers L; r,2 Guardrails 42",Balusters 41'Minimum S —ng- Vestibules For Exit Doors>3000 sq. ft. Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom Outside every bedroom,Interconnected Battery Backup Bathroom Fans/Plumbing Fixtures Complete j Foundation Insulation Fire Separation,3/4, 1,2 hr. Fire Walls 1,2, 3 Hour/Fire Door 3/4, 1 V2,2 Hour Handicapped Accessibility/Handicapped Parkin g/Signage Gas Log In Sealed or Glass Enclosure z fLve X)M Gas Valve Shut-Off Exposed/Regulator 1811 Above Grade Gas Furnace Shut-Off Within 30 ft. or Within Line Site "0/ Oil Furnace Shut-Off at Entrance to Furnace Area Intake "-7; Furnace/Hot Water Heater Operating/Fresh Air I rz�d 6,,, /-0- Low Water Shut-Off for Boiler Pei Relief Valve, Heat Trap/Water temp 110 Degrees Max. j &Ae— a 60 Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected{In Gar Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30" (H)/Crawl Space 18"x 24" Final Electrical Site PlanNariance Required Final Survey Plot Plan/Flood Plain Certification,if Reg. 2-2,(o r-06 As-built Septic System Layout Required Building/Apartment Number on Building or Driveway ikckoss 3 Build Access All Sides by 20',Driveable Surface 2011 Wide Okay To Issue Temp CIO or Permanent CO [circle one] Okay To Issue C/C r. Last printed 6/3/2003 9:24 AML:X PamW\Building&Codes\MULTIPLE DWELLING.doc 33 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date lnspectlo 're ei e Queensbury Building&Code Enforcement Arrive: ol a pm 742 Bay Road,Queensbury,NY 12804 hispector's Ini 'als- NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Col>Ker, CPVC,Pex One&Two Familyt >sTlation/Residential Check/Commercial Check Z. k UD Q' Proper Vent,Attic Vent Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\SueHemingwayTuilding.Codes.inspectio-n.FORMS�Rough Plumbing Insulation Report.doe January 29,2003 Framing /Firestopping Inspection eport Office No. (518) 761-8256 Date Inspection rec est receive Queensbury Building&Code Enforcement Arrive: D 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: Ile PERMIT#: LOCATION: INSPECT ON:' TYPE OF STRUCTURE: tt Framing N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams t^ kk`zl� Exterior sheeting nailed properly 1231 O.C. Headroom 6 ft. 8 in. —Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire Fire wall 2, 3�4 hour s sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade LASueHernin gway\B u i Id in-.Codes.Inspecti on.170 RM STrarni ng Firestopping 4In �e d oc January 28,:2�003 t Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 >w Factory Built Gas Fireplace/Move Inspection Re-Dort Notice:New York State requiresilrat all UL Listed,factory built appliances be installed according to the instructions and spec cations contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions orr specifications is allowed. , Permit# � �_ Schedule Inspection 3 Time am anytime Inspector � �-4- 7 Dame ���i d1 r ,� Address �1� �� i��[--r l Al�i Rough InAkin Appliance Manufacturer J -/j- Model# xj(goo Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No NIA Comments Floor Protection a 1 C' �L�fkY �jwwk4'r oAl cep' I Clearances to Combustibles all sides) Q( � 7 Dim. Firestop(s) Vertical Chas C , eAe, a Wall Penetration Vent Clearances to Combustibles Vent/Chimney'Termination ' Chimney height must be 3 feet above roof penetration;2 feet above any combustible `� I�J tt��1 .l OA © � � fed within 10 construction �t , Gas Shut-Off Valve Combustion Air r Hearth Extension(if any) �a , i tea Mantel Height above f/p opening Witness Operation � e �F obi Tank Placement(if u) � 1 WMw—Building Dept. Yellow Castc Mer Pink—Fire Marshal Framing / Firestopp ing Inspection Report Office No. (518) 761-8256 Date Inspection requ,9"ceived: Queensbury Building&Code Enforcement Arrive: arpfpm De rt: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y IN N/A Framing COMMENTS URK Jack Studs/Ifea'd-ers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separ t* 1, 2, 3 hour 1 2, 3,4 hour Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 112.inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade I-ASueH erni ngwayTu i I d in.g.Cod es.Inspection.FO RM STrarning Fircstoppin.-Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Permit# Received: INSPECTION ON: Name: CX i --AM PM ANYTIME P Location: 0- I �AVPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY FIRE LIGHTINGIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES /30 de011 Y4- STORAGE COMPRESSED GAS urio ie CLEARANCE TO SPRINKLERS CLEARANCE TO'HEATING ; a\ 9 UNITS �,A3 t �'� C ?016t, CLEARANCE*-,T0ELECTRICAL G��' Cam'"` REQUIRED SIGNAGE, EMERGENCY PLAN MAXIMUM,OCCUPANCY SIGN CHIMNEY , MASONRY ROUGH I N ��� ��k�i,n 4f clea�a,� � �1 � FINAL CHIMNEY FACTORY BUILT ROUGH IN Vj WOOD FINAL STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DAT OK FOR CO, NOT OK FINAL C FIREPLACE I FACTORY BUILT ROUGH IN I ff SPECTE D BY FINAL COMDEV/CHFUSJAAfORDILETTERS200I/FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date InsVection req t re eived- n� Queensbury Building&Code Enforcement Arrive. p art: a gm742 Bay Road, Queensbury,NY 12804 Inspector s Initi s. NAME: PERMI LOCATION: DATE- Cis COMMENTS: Y N N_A_ Chimney Height "B"Vent Direct Vent Location \33 IkLL T V'V V-0 P Plumb Vent Thru Roof Minimum 6" Roof CoInpfete Exterior Finish Complete/Finish Grade 611 In 101 Drop %3v>V*eo7 V44 Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, Porches Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 3011 Or More Interior Handrails Stairs 1 or More Risers Guardrails 42",Ballisters 411 Minimum Spacing Vestibules For Exit Doors>3000 sq. ft. V Doors 36"/Lever Handles -Headroom 6' 8"on Stairs Ft tzzs.. Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom Outside every bedroom, Interconnected Battery Backup Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation 4, 1, 2 hr.Fire Separation,3/ Fire Walls 1,2, 3 Hour/Fire Door 1/4, 1 V2,2 Hour Handicapped Accessibility/Handicapped Parkin g/Signage Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 1811 Above Grade Gas Furnace Shut-Off Within 30 ft. or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve,Heat Trap/Water temp 110 Degrees Max. V/ i7 Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected(In Garage) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30" (H)/Crawl Space 18"x 24" V/A Final Electrical Site Plan/Variance Required 7 Final Survey Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required Building/Apartment Number on Building or Driveway Build Access All Sides by 20', Driveable Surface 20"Wide Okay To Issue Temp C/O or Permanent CO [circle one] Okay To Issue C/C Last printed 6/3/2003 9:24 AML:\ParnW\Bui1ding&Codes\MULTIPLE DWELLING.doc Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection re uest re 1 d: a -a pm Queensbury Building&Code Enforcement Arrive: —7'-' , pt:. 341-7jD/Pm7M . 742 Bay Road, Queensbury, NY 12804 Inspector's Initials.' NAME: PERM-IT#: (S)OOQ LOCATION: INSPECT ON: TYPE OF STRUCTURE: 0-3 Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Cop KCommercial C per,CPVC,Pex One'&Two Family ;esulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly CONMENTS- G�) :L-.\Suel-lemingway\]3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 I Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re e v Queensbury Building&Code Enforcement Afi-ive: XA art: X q 51 KPM" 742 Bay Road, Queensbury, NY 12804 inspector's Tn—iti NAME: V-s PERMIT #: LOCATION: ASPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. C.`Ve- Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 !/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall V\Pc%""13 C AKA N�v\ Tire separation 1, 2, 3 hour Fire all 2, 3,4 hour Vestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X V� Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Suelieniingivay\BLlilding.Codes.Inspection.FORMS\Framiiig Firestoppin.-Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date In7PER!MIT Queensbury Building&Code Enforcement Arrive: 742 Bay Road, Queensbury,NY 12804 InspectoNAME: #: LOCATION: "e 0,.,,,C-D1 INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses AnchorBolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fie wall 2, 3, 4 hour �— stopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASucHerningway\13uiI din g.Codes.Inspection.FORM STraming Firestopping Inspection Report.doc January 28,2003 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req st r c Queensbury Building&Code Enforcement Arrive: a pm DellA. �—a 742 Bay Road,Queensbury,NY 12804 Inspector's b.iiti NAME: PERMIT LOCATIOX: DATE,- 6 COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./StepRisers 7"[Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure I hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 V2doors > 10%> 1000 sq.ft. 1/411our Corridor Doors &Closers Firewalls Fire Separation,2 Hour, 3 Hour Complete/Fire' Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond , Active Listening System and Signage Assembly Space Final Electric.. Site Plan/Variance re uired Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PaznW\BuiIding&Codes\Commercial Final Inspection Report.doe A-,(Lvl Commercial Final Inspection Report ski Office No.: (518) 761-8256 Date Inspection req st r C Queensbury Building&Code Enforcement Arrive: a pm Dejar4 742 Bay Road, Queensbury,NY 12804 Inspector's Initi -- �db a NAME: PERMIT LOCATI60 DATE: 7 1;// I'S 0 1 COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./StepRisers 71'/'Treads 1111 Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure I hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2doors > 10%> 1000 sq.ft. 1/411our Corridor Doors&Closers Firewalls Fire Separation,2 Hour, 3 Hour Complete/Fire' Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"'x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp Handrails Continuous/12 in. Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PaznW\Building&Codes\Commercial Final Inspection Report.doc � 1 f Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a&O am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: _ NAME: PERMIT#: OIL I LOCATION: 3 ^Je fie.. Lip. INSPECT ON: 3; TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3, 4 hour Firestopping J^ �- �� � =SiUzL_ �— VV Penetration sealed f 16 inch insulation in cavity min. Vie" Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemin-,WaylBuildins.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 CHAzEN ENGINEERING & LAND SURVEYING CO., P.C. Dutchess County office 20 Gurley Avenue, Troy,New York 12182 North Country Office Phone:(845)454-3980 Phone. (518)235-8050 Fax.-(518)235-8051 Phone:(518)812-0513 Email:albany@chazencompanies.com Orange County Office —0 1-Y) Phone:(845)567-1133 'September 9, 2003 .Mr. Charlie'Brush RECEIVED Cedars Development Corporation,-Inc. 7 Aspen Drive S E P 1 5 2006) South Burlington, Vermont 05403 TOWN OF QUEENSBURY PLANNING OFFICE Be: Cedars Senior Living Comm unity Job#30123.06 Dear Charlie: Attached 'is the Notice .of Termination (NOT) for Phase I of the.. above . referenced project which has been sent onto NYSDEC.' By filing of the NOT it signifies termination of the - Storm Water SPDES Permit, obtained for the construction'.phase activities. Be advised prior to commencement of Phase- II construction a new.permit will have to be filed with NYSDEC in order to obtain coverage under-the-new Phase II regulations. If you.gave any questions or require.additional information do not hesitate to call this office at 518-235-8050. Sincerely, Joel Biainchi; PE Senior Engineer JMB/enc. NOT .cc: Marilyn Ryba (Queensbu'ry Planner) File 71.1E &ba M Cba7,en Engineering&Land Surveying Co.,P.G. Cbaztn Environmental Services,Inc. EnviroPlan Associates,Inc. PASES TelePlan Associates,Inc. New York State Department of Environmental Conservation Division of Water 625 Broadway,4th Floor Albany,New York 12233-3505 NOTICE OF TERMINATION for Storm WaterDischarges Associated with Construction-Activity UNDER SPDES GENERAL PERMIT: ®#GP-93-06 or ❑ #GP-02-01 Please indicate your permit identification number: . NYR 1 0 E 2 $ d - u �' '�" 1. Owner/OperatorName: Cedars 1 LP 2a. Mailing Address:7 Aspen Drive 2b. City/State/Zip: South Burlington,VT 05403-6247 3a. Contact Person: Charlie Brush 3b. Phone:.(S02)864-9899 3c. E-mail: � q s S t lt8 Zy � Crka w.k4`•, sa .x.. �.. ,� a: 4. Pacility/Project Site Name: Cedars Senior Living Community Sa. Street Address: Bay Road 5b. City/StatelZip: Queensbury,NY 12804 6 County: Warren ".����r-r� f #.^ �� � .� ii is b`•s �r„ ... r 7.❑Is site stabilized in accordance with permit and SWPPP? fd yes ❑ no ❑ Other reason for termination of permit coverage: (briefly explain) s t Z y �v rna �L A ffj �i4 lawlaw f i a 001'_ ro. 8a. Are there permanent stormwater control structures remaining on the site? %I yes ❑no If the answer to question 8a.is no,go to question 8e. If the answer to question 8a.is yei,answer the following questions 8b.,8c.,arid 8d.: 8b. Is the design and function of each described in the final SWPPP? )V yes ❑no 8c. Have the new owners been given a copy of the operation and maintenance requirements for long-term operation? 70 yes ❑no 8d. Who will be responsible for longterm maintenance? Cedars 1 LP(Owner)c/o Charlie Brush(address above 8e. What is the final percent imperviousness of the site? 110 oio� I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a system - designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person(s)who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate and complete. I am aware that there are significant penalties for submitting false,information,including the possibility of fine and imprisonment for knowing violations. Printed Name: Joseph M.Lanaro,PE Title/POSition: Director of Engineering,The Chazen Co. Mailing Adpms : 20 Gurley Av ue,Troy,NY 12182 Telephone: t ta)23s-s°s° E-mail: Signature: --',a Late: jianaro@chazencompanies.com IV V Septic Inspection Report Office No. (518)761-8256 Date Inspection re est ec Ned- Queensbury Bililding&Code Enforcement Arrive: a p art: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: t\c::- CE0 PS PI IT NO..- LOCATION: ECT ON: FAY ZJ--2-) RECHECK: Comments and/or diagra Soil Type: Sand 1 Loam Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. Other wells: ft. Absorption Field: Total Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit -Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S 'stem Ilse St us: Approved Partial Approved and needs to be re-inspected,please call the*Building&Codes Office Disapproved L:\StieHemingway\Building.Codes.Inspectioti.FORMS\Septic Inspection Report.doc January 28,2003 Framing / F'�resto n ion e o g PPi � ns e. P p 1� Office No. (518) 761-8256 Date Inspectio request cei;A) Queensbury Building& Code Enforcement Arrive: a epa pm 742 Bay Road, Queensbury,'NY 12804 Inspector's.Initia . NAME: �• _'� PERMIT#: ani` LOCATION: _ � ����� INSPECT ON: -- —� TYPE OF STRUCTURE: Y lv N/A Framing COMMENTS , - Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main-Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 A. 8 in. Stairwells 36 in. or more r Headroom 6 ft. 8 in. Notches Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.-floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping .---- � Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 578 inch Type X Garage side 5/8 inch Type X � Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade �� 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing 1 Firestopping Inspection Report Office No. (518) 761-8256 Date his\pVie�R on u ec ive p 4e�11 Do r Queensbury*Building&Code Enforcement Arrive: p art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's it* is. NAME: DRIP PERMIT#: LOCATION: \eSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Vfwan Bracing/Bridging Joist hangers Jack Posts/Main Beams �lC� � Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour lire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade Framing Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reques ive Queensbury Building&Code Enforcement Arrive: a Ine artk-- a rn 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. NAME: `iv ` 4t PERMIT#: LOCATION: INSPECT ON: Q TYPE OF STRUCTURE: Y N N/A C Framing OMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches!Holes/Bearing Walls ' Metal Strapping for Notches Top Plate 1 l2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on.center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour to in Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 12 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5'.7 sf above./below grade 5.0 sf grade LASueNemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,1003 z4 Septic Inspection Report . Office No.(518)761-8256 Date Inspection requ r C Queensbury Building& Code Enforcement Arrive: P D art: ,Lj� - pni 742 Bay Rd., Queensbuty,NY 12804 Inspector's Ini is* NAME: IT NO.: rt,47T�) LOCATION: -3 on Q J? SPECT ON: RECHECK: �3 Comments and/or diagram Soil Type: Sand Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. Other,wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x i Stone Size: Pi in size -"Type\ Building to tank GB-P OX DiL% t iel I Pit !led: V-1-N7—Partial -7 OL To—cation/Separations Foundation to tank Foundation to absorption Separation of Pits Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Sta s: Approved Partial Approved and needs to be re-inspected,please call the*Building&Codes Office Disapproved L:\SueHemingway\Building-Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection re es re iv g Queensbury Building&Code Enforcement Arrive: m/ epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini ' NAME:� , ;, P IT NO.: LOCATION: PECT ON: RECHECK: r Comments and/or diagram , Soil Type: Sand J Loam{Clay Type of Water: Municipal I Well Water / tAL� Waterline separation distance Well separation distance ft. . 1'1 Other wells: ft. Absorption Field: Total lengthft. Length of each trench ft Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Bo 'eldAPit 'Z. !E O ening Sealed: Y7777airtial Location 1 Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Y N Location of System on Property: ; Front Rear Left Side Right Side Middle Front Middle Rear System Use St tus• Approved=- Partial Approved'and,needs to be re-inspected,please call the Building&Codes Office Disapproved aylBuilding.Codes.Inspection.PORMS\Septic Inspection Report doc January 28,2003 f - Septic Inspection Report Office No. (518)761-8256 Date'Inspecti n qu ive 03 ------ uilding&Code Enforcement Arrive: part: pm Queensbury B p 742 Bay Rd., Queen 12804 Inspector's Initial : C- NAME: NO.: LOCATION: A-4-7 API/ PECT ON: RECHECK: ;iComments and/or diagram Soil Type: Sand l Loam I Clay .Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. 6P Other wells: ft. Absorption Field: Total length ft, Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: X - Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Approved Partial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved L:\SueHemingway\Btiilding-Codes.Inspection.FORMS\Sep6c Inspection Report.doc January 28,2003 UTILITY SERVICES, Division of VELLANO BRAS,INC.. 7 Hemlock Street,Latham,NY 12110 WATER&AIR TESTS (518)785.5537 PRO ECT' •� '��i i4 { T5 CONTRACTOR: W y`� TESTED B , CONTRACT NO, G INSPECTOR: DATE: � i LOCATION STARTING TEST PRESSURE TEST PASSED TIME IN LBS,f SQ.IN , TIME REMARKS Start IStop, Dro In Min, VLI r!I Fv�'' 0- k t dW i �r 4 i , i i. t."y`R. art. . .1 Septic Inspection Report Office No. (518)761-8256 Date Inspection re QueensburyBuilding&Code Enforcement Arrive: : 742 Bay Rd., Queensbury,NY 1,2804 Inspector's Ini "al : � m NAME: _I aE� =RWMITNO.:LOCATION: t3t� FU�= � .� CT ON: RECHECK: Soil T e: Sand 1 Loam/C14Y Comments and/or dia-gram T e of Water: Municipal/Well Water A�� Waterline separation distance ft. � 1 (6 1— FO PCE M,9 1&J Well separation distance ft. n I �y� � �, Other wells: ft. V 1 1 47 Absorption Field: Total len h ft. Length of each trench Depth of trenches ft G (Z—Z� BL06- bF� �. Size of Stone �� � Uv Z -1--o cuv� Seepage Pits: Number Size: x Stone Size: Piping Size T e Building to tank Tank to Distribution Box Distribution Box to Field/Pit .-Opening Sealed: Y/NI Partial Location/Separations Foundation to tank ft, Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use:nPartial pproved Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L;4SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 r' Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date llvpecti9arequest eived• f Queensbury Building&Code Enforcement Arrive: L,,U a e art: a 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: C, �e PERMIT#: NAME: � ` LOCATION: INSPECT ON: TYPE OF STRUCTURE: PVC: R-1,R-2,R-3,R-4 Drain/Vents 3 7 Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent 1 Vents in Place Z^-- G�-�--- Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial C. er CPVC,Pex One&Two Family R sidential Check/Commercial Check Pro r Vent,Attic Vent Duct/Hot Water Piping Insulation If re uired unheated s aces Combustion Air Supply for Furnace Duct Work Sealed Properly � � `t CQNi1VIENTS: �� ep �L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Reportdoe January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection reque e i eque �11 r iv J Queensbury Building&Code Enforcement Arrive: a p epa In e Is 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: "NE r I�D mn�? IT NO.: -ZQZ:Z LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. , 15 E- Other wells: Absorption Field: Total length ft, Length of each trench ft. -Depth of trenches Size of Stone Seepage Pits: Number �{ �j�-���� Size: Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absoEption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use,YStat Approved Partial artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASucHerningway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Framing / Firestopping Ins pc�e-c@ROWIT�)�' Office No. (518) 761-8256 Date InspectigA request received: Queensbury Building&Code Enforcement Arrive" a ep a r pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing COMMENAJ Jack Studs t Headers Bracing 1 Bridging Joist han9 ers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. ,QW Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour F' e wa112, 3, 4 hour D'FirestoppingQ , � Penetration sealed 16 inch insulation in cavity min. tsDr�- Garage Fire Separation CQ House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SucHeming\vay\Buildin-..Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003 spec n Repo (; Re Rough Plumbing/Insulation nspec Office No. (518) 761-8256 Date Inspection re receive&,- qece" Queensbury Building&Code Enforcement Arrive: p _De,, 742 Bay Road, Queensbury,NY 12804 Inspector's Initi Is: NAME: PERMIT#*: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Diain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Coppe Commercialfl C per, CPVC,Pex One&Two Family Xulation/Residential Check/Commercial Check 0 � Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L-\SucHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Septic Inspection Report Office No.(518)761-8256 Date Ins2ectign reque c I Queensbury Building&Code Enforcement Arrive: L--) a in epa an rn 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: IT NO.: -- LOCATION: CT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. tU Other wells: ft. Absorption Field: Total length ft. Co\\�j y Length of each trench �Xxwk \k Depth of trenches Size of Stone / �=-��M ���� -Seepage Pits: Number Size: x Stone Size: L Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y/NI Partial Location/§eparations Foundation to tank Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Y_N Location of System on Property: Front Rear 'Left Side Right Side Middle Front Middle Rear System Use Stat Approved I Partial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 36 Septic Inspection Report Office No. (518)761-8256 Date Inspection re s rec Fl: 're Queensbury Building&Code Enforcement Arrive: p rec art: AP A4�-a 742 Bay Rd.,Queensburyj�Y 12804 Inspector's Initia NAME: P NO.: LOCATION., INSPECT ON: RECHECK Comments and/or diagram Soil Type: Sand t Loam Clay -177 Type of Water: Municipal/Well Water Waterline se aration distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field 1 Pit Opening Sealed: Y/Ni Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan I Y Nj Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use S,atus: Approved Partial Approved and needs to be re-inspected,please call the*Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doe January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection requ r d: u Queensbury Building&Code Enforcement 'Arrive: p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia am/pm NAME: IT NO.: LOCATION: T 07�.. &A�,w o,-i,Q pi Y,, W c rSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand 1 Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation.distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone -Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field t Pit Opening Sealed: Y/NI Partial L Location/Separations Foundation to tank Foundation to abso2tion Se2aration of Pits ft, Conforms as per Plot Plan Y N- Location of System on Property: Front Rear Left Side Right Side MijddleFrsnt Middle Rear System Use St us: Approved Partial artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SucHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2603 Septic Inspection Report Office No.(518)761-8256 Date'Inspection reque e ei d: Queensbury Building&Code Enforcement Arrive: a p rt: °,L: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial .. NAME: 0, P LOCATION: SPECT RECHECK: Comments and/or diagram Soil—Type. Sand!Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance P—r—E- bk-A Well separation distance ft. t—ti 1 Other wells: ft. 'R� Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. . Size of Stone Seepage Pits: Number Size: x Stone Size: r1ping Size Type Building to tank Tank to Distribution Box . Distribution Box to Field/Pit O ening Sealed: Y/N/Partial Location/Separations Foundation to tank ft, Foundation to absorption Separation of Pits Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear Approved Partial Approved and needs to be-re-inspected,please call the Building&Codes Office Disapproved L:1SueHemingway\Building.Codes.Inspection.FORMS\Sep6c Inspection Report.doe January 28,.2003 Rough Plumbing / Inside fi2WIcltion ro � Office No. (518)761-8256 Date a rt Ins ppectionxeq c d: Queensbury Building&Code Enforcement Arrive:UL,D IV a 742 Bay Road,Queensbury,NY 12804 Inspector's Initia z PERMIT#: NAME: \C�^ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm, Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial I e�!2pper, CPVC,Pex One &Two Family Ksulation/Residential Check/Commercial Check -Proper Vent,Attic Vent uct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L-\SucHemingway\Building.Codes.Inspection,FORMS\Rough Plumbing Insulation Report,doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date In'Wection reque ed, Queensbury Building&Code Enforcement Arrive: D a 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#:1c"XIX c LOCATION: oCL IN3PECT ON: :7 —)�:L'z-a TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain I Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Co per Commercial opper, CZ' -PVC,Pex One &Two Family Asulation/Residential Check/Commercial Check VfA Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly CONMENTS: L:\SueHemingway\Building.Cades.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 Framing / Firestoppinig Inspection Report Office No. (518) 761-8256 Date Inspection re e ce* ed: Queensbury Building&Code Enforcement Arrive:Inspection I ti rn/(-Mlw� c 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: PERMIT#: LOCATION: �2� QLAQ3c�C- I',ef>IrSPECTON: 777-c3t I TYPE OF STRUCTURE: Nz— Y N N/A COMMENTS Framing Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Firzall 2, 3,4 hour irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LAS u el-lernin gway\Bui I din g.Codcs.Inspection.F0 RM ST rarning Firestopping Inspection Report.doc January 28,2003 Framing / Firestopp'ing Inspection Report spection request receiv 103 Office No. (518) 761-8256. Date ln7TV4403 Queensbury Building&Code Enforcement Arrive: a ep 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: i PERMIT#: C;2mo-,LOCATION: (Z273 '1-'�'- INSPECT ON: TYPE OF STRUCTURE: Framing Y /A COMMENTS OMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall. Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour oppin Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8'inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASuel-letnin gway\13 u i Id ing.Codes.Inspection.FORNISTrarni ng Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 DateInspe ti r re . d- Ar C Queensbury Building&Code Enforcement 6ve* I a De rt:VLA 742 Bay Road, Queensbury,NY 12804 Inspector's Ini NAME: PERMIT#: 2cnz-91L LOCATION: 2D INSPECT ON: 1 -7 TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in.- I Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses VYovt�T" Anchor Bolts 6 ft.or less on center C—u Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H), 20 in. (W) 5.7 sf above below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ection re uest received: Queensbury Building&Code Enforcement Arrive: D part- 7i-DO a pm 742 Bay Road,Queensbury,NY 12804 Inspector's imtia s- NAME: - � Lam _ PERMIT#: LOCATION: �� �(� ' INSPECT ON: --17f— TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent 1 Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check ���1 Proper Vent,Attic Vent 'a- �flT�t Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\PamW\Whiting\Rough Plumbing Insulation Report.doc t)p 2 por� Framing Firestopping nsp ction epo��\ Office No.(518)761-8256 Date Inspection requ ec!*-e�FX_ _ Queensbury Building&Code Enforcement Arrive: VPM :,,e 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: 5 PERMIT#: 7"7-- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. No ches I Holes/Bearing Walls Aetal Strapping for Notches Top Plate Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft.or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour f Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade Rough Plumbing/ Insulation Inspection Report Office No. (518) 761-8256 Date Ins ect'on request received: Queensbury Building&Code Enforcement Arrive: a In art- -0 r In 742 Bay Road, Queensbury,NY 12804 Inspector's Initials---'"" NAME: PERMIT#: LOCATION: (,27,-3 Lj� INSPECT ON: 7 a 3 TYPE OF STRUCTURE: -1'1- N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent/.Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above h/ist g Connection for 15 nutes Water Supply Piping Copper-Commer I r c Coppe,r CPVC ex One&Two Family si ential.Check/Commercial Check Proper Vent,/ttic Vent Duct/Hot later Piping Insulation If requi ed unheated spaces Co us on Air Supply for Furnace Duct Work Sealed Properly CONTMENTS: C)tz S S� ia-t�"Ef I iiigway\Building.Codes.Inspection,FORMS\Rough Plumbing Insulation Report.doe January 29,2003 Rough Plumbing I Insulation Inspection Report Office No. (518)761-8256 Date Ins ection re uest received: A I _ Queensbury Building&Code Enforcement Arrive: a e ] a In 742 Bay Road,Queensbury;NY 12804 Inspector's Ini s: NAME: PERMIT#: VJ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A ' PVC: R-1,R-2,R-3,R-4 Drain I Vents Cast Iron,Copper Drain/Vent/.Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Co per Commercial " per,CPVC,Pex One&Two Family sulation/Residential Cheek/Commercial Check ` Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace . Duct Work Sealed Properly COMMENTS: •L:\SueHemingw4ylBuilding.Codes.Inspection.tOi2MS\.Rough Plumbing Insulation Report.doc January 28,2003 NDC3i�l-LoDi�6Framin / FirestoPPin Ino Office No. (518) 761-8256 Date Inspection re ue ive . Queensbury Building&Code Enforcement Arrive: a e a a 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s" NAME: s PERMIT#: LOCATION: INSPECT ON: — 23 TYPE OF STRUCTURE: r' Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge (8) 16D nails each side � Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall t1;51 ' Fire separation 1,2, 3 hour `a Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'I2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 D- (-k; Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7/ Queensbury Building&Code Enforcement Arrive: 110 am/ ii Depart: afiVom 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: L Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour P47irestopping NU Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestoppihg Inspection Report Office No. (518) 761-8256 Date Inspection request received. QLieensbury Building&Code Enforcement Arrive: jj 12/ am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: 00-- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft, 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire,�, , 4 hour .41irestopping 594/ lvrefjr Cf Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASuel-lentingway\13 ui Iding.Codes,Inspection.FORM STrami ng Firestopp in g Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report 6-wL�,o Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 10,'M am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12864 Inspector's Initials:- folk NAME: C PERMIT 0� LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron, Copper Drain/Vent Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial j. QoPper, CPVC,Pex One &Two Family Xsulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ,Duct Work Sealed Properly COMMENTS: L:\SucHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: � a Queensbury Building&Code Enforcement Arrive: t am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:V2-- NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain I Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Sup ly Piping Cop Commercial per,CPVC,Pex One&Two Famil f f � sulation/Residential Check/Commercial Check L1 1L,vl-) � b�lu Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 26"C)0 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request receiv5o�--Q Queensbury Building&Code Enforcement Arrive: a m part. - a �p 742 Bay Road, Queensbury,NY 12804 Inspector's Initia V-- C—Va D- pi- X(Q NAME: PERMIT#: LOCATION: bli-71 �A,4 INSPECT ON: TYPE OF STRUCTURE: Y N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers C) Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade t ma c. � D ` Framing / Firestopp ing Inspection Report Office No. (518) 761'8256 ]Date Insl;�tion request re�ct��Cl: V11— Queensbury Building &-- Code Enforcement Arrive: III 1-lep -t: 742 Bay Road, Queensbury, T,,FY 12804 Inspector's Initial PERMIT NAME: C::� 77 P.21-r #: -2 LOCATION: Y=l L--1 INSPECT ON: 'ry-PE OF STRUCTURE: raining Jack Studs /Headers ( racin / Bridging C>Q Joist hangers Jack Posts / Main Beams EV- Exterior sheeting nailed properly C-c" 12" O.C. I I Headroom 6 ft. 8 in. C Stairwells 36 in. or more '-,Headroom 6 ft. 8 in. --T-p_),b Notches / Holes/ Bearing Walls Metal Strapping for NotchesTop Plate .t -------------- 1 �,:z (w) 16 gauge (8) 161E) nails each side Draft stopping 1,000 sq. ft. floor trusses cs-vc—"'E=-0 op-, Anchor Bolts 6 ft. or less on center v/ Ice and snow shield 24 inches from wall A) Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour r-14restopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation tz--,C-- C> C�f,� C> House side V2- inch or 5/8 inch Type X � f Garage side 5/8 inch Type X C>x-z_ Ceiling/wall Windows Habitable Space / ]Bedrooms 24 in. (14) 20 in. (W) 5.7 sf above /below grade 5.0 sf grade 1-:\SucHernitig-,vay\Buildizi_-.Codes.Inspection-FORMS\Franiing Firestopping Inspection Report-doc January 28,2003 Framing / Firestopping Inspection Report, Office No. (518) 761-8256 Date Inspection request receiv Queensbury Building&Code Enforcement Arrive: a ep a p 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: 60 NAME: PERMIT#: l_ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N. N/A COMMENTSnaming Jack Studs eaders Bracing/Bridging �,r� 104 Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 fz(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/&inch Typ X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bed ooms 24 in. (H) 20 in. (W) 5.7 sf above/below gra e r 5.0 sf grade L:\SueHemingNvay\Building.Codes.[nspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque ei & Queensbury Building&Code Enforcement Arrive: a pm epa anj��' 742 Bay Road, Queensbury,NY 12804 Inspector's Initi, NAME: PERMIT#: LOCATION: INSPECT ON: (Q TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents NCB Cast Iron, Copper Drain/Vent Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates \7 Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family IV' Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\PamW\Whiting\Rough Plumbing Insulation Report.doc Framing / Firestoppi ng Inspection Report Office No. (518) 761-8256 Date Inspection request rece�wt�: Queensbury Building& Code Enforcement Arrive: a inart: a 1r 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: PERMIT#: I a---- LOCATION: INSPECT 0 TYPE OF STRUCTURE: Y N N/A COMMENTS L' aming � Jack Studs J Headers Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SucHemiii-.Way\Buildin-..Codes.inspection.FORMS\Framiii.-Firestopping,Inspection Report.doc January 28,2003 Septic Inspection Report Office No.(518) 761-8256 Date Inspection reque I Queensbury Bih1ding&Code Enforcement Arrive: p ep, a pm 742 Bay Rd., Queensb Iry,NY 12804 Inspector's Initia NAME: NO.: Cjl�-Iw LOCATION: ECT ON: -7 — RECHECK: Comments and/or diagram Soil type: Sand Loam Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance Other wells: Absorption Field: Total length Length of each trench Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Pi in Size Type wV Building to tank 6 Tank to -D — - Distribution Box to Field pit Opening Sealed: Y/N/fPahiall I Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat Approved P 7s:artial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved L:'\SueHemingway\13uilding.Codes.Inspecti'on.FORMS\Septic Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request receiv d: Queensbury Building&Code Enforcement Arrive: a Inert: an. a 742 Bay Road, Queensbury,NY 12804 Inspector's Initia Y NAME: ~~ � � ,� `-� PERMIT#: .° ��Q LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA PVC: R-1,R-2,R-3,R-4 Drain(Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check _ -� � roper Vent,Attic Vent ' Duct/Hot Water Piping Insulation ca A � If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:1SueHemingway�3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 29,2003 Framing / Firestopping �o�Inspoorv��'-D Office No. (518) 761-8256 Date Inspection re es rece' Queensbury Building& Code Enforcement Arrive: art. r's Initi s: - 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: FF- C PERMIT#: LOCATION: 6 INSPECT ON: TYPE OF STRUCTURE: Fram Y N N/A COMMENTS ing J rr rE acc k Studs/'14eaders' Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or moreew Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side I/2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 20 in. (W) 5.7 sf above/below grade I C 5.0 sf grade L:\Suel-lemingway\B.Illinl,.,,,,,,,,,,,,i,,,Illsl,a,in,Firestapping Inspection Report.doc January 21,2111 Rough Plumbing /Insulation Inspection Report Office No. (518)761-8256 Date Inspection reques eive . . Queensbury Building&Code Enforcement Arrive: ' Vva In ep am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: PERMIT#: LOCATION: INSPECT ON: -- TYPE OF STRUCTURE: Y N N/A. PVC: R-1,R-2,R-3,R-4 Drain I Vents Cast Iron,Copper Drain/Vent/Comm. Plu bing Vent/Vents in Place o gh Plumbing/Nail Plates ead or Air Supply Test O C3 Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping �y , 'tCopper Commercial U Copper,CPVC,Pex One&Two Family �nsulation/Residential Cheek/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: LaSueHemingway\Building.Codes.Inspection.FORMS\Rougb Plumbing Insulation Report.doc January 28,2003 Rough Plumbing I Insulation Inspection Report Office No. (518)761-8256 Date Inspection reques eceived: Queensbury Building&Code Enforcement Arrive:-a In e rt: 742 Bay Road, Queensbury,NY 12804 inspector's Initi s: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: — e4 Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. t -Z-Z-' 2-",7 Plumbing Vent/-Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Q pper,CPVC,Pex One&Two Family t_-16sulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\Sueliemingway\]3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing1 Firesto inN Inspection rr � r Report Office No. (518) 761-8256 Datednspection reques eived: Queensbury Building& Code Enforcement Arrive:_�,C>fl a �,/ ep L�= _am ..- 742 Bay Road,Queensbury,NY 12804 Inspector's Init' s: r NAME: `"~ � PERMIT#: (g LOCATION: N INSPECT ON: TYPE OF STRUCTURE: Y N ' N/A - . COMMENTS Framing Jack Studs/Headers J Bracing/Bridging Joist hangers Jack Posts/,Main Beams IN, Exterior orr sheeting nailed_properly Headroom 6 ft.'8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses. Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3, 4 hour oe Firestopping ✓ ���— Z.aI.�P �-Lv�� ���La�lt� Penetration sealed L 16 Inch insulation in cavity min. �..Irssk tv"� Garage Fire Separation ® _ House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X t Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Sueliemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 -rage I Or I YO Previous Next "Read Message act(tj). IIIIM� From,."Kirk Stoddard" <leirkC(4,)adan-igroLip.roin> Date.-2003/06/20 Fri.PM 01-.08:36 EDT To."Ron Orem\(Fmaif\)" <rgreeii@b-tmkbffgc.com;> -on floors aad roof tmsses Rrv,ply Reply All Forward Delete MO,,,To:[(Choose Fold;rj I roof truss replace the 2xIS with another and scab on both sides 4'longer than the piece put in with glue and nails Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date Inspection requ ce' Z/ cz Queensbury Building&Code Enforcement Arrivelj- A15 a 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: C o o,Nz-S PERMIT' #: LOCATION: -7 3 15,0r-I INSPECT ON: TYPE OF STRUCTURE: N N/A PVC: R-1,R-2,R-3,R,-4 Drain I Vents Cast Iron,Copper Drain/Vent 1 Comm. rdPlumbing Vent/Vents in Place o�uh Pt�u&hi ail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family sidential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply far Furnace Duct Work Sealed Properly COMMENTS: z -L.-\SueHemingway\Bui)ding.Codes.Inspectio Mough Plumbing Insulation Reputd-- January 28,2003 Rough Plumbing / Insulation InspectionlKeport Office No. (518)761-8256 Date Inspection request eceiv Queensbury Building&Code Enforcement Arrive: a in e 742 Bay Road,Queensbury,NY 12804 Inspector's Initi s- NAME: PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: PVC: R-1,R-2,R-3,R-4 Drain/Vents ' '', Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent 1 Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes per-` L CFl - Water Supply Piping Co er Commercial o per, CPVC,Pex One&Two Family \ ` T���� sulation/Residential Check/Commercial Chec Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly ll� COMMENTS: L:\SueIiemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report-doe January 28,2003 Foundation Inspection Report Office No. (51S)761-8256 Date Inspeption request received: Queensbury Building&Code Enforcement Arrive: t am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ NAME: PERMIT#: Z LOCATION: INSPECT ON: ty� J TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place N Foundation Dampproofmg Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas un r slab Backfill Approval f Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R Of - Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 n Ins Rauh Plumbing/ Insulation Inspection Report C Office No. (518)761-8256 Date Insp ction request received: Queensbury Building&Code Enforcement Arrive::Mu am/pm epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: PERMIT NAME: LOCATION: INSPECT ON: TYPE OF STRUCTURE: 43 Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial per,CPVC,Pex One&Two Fa mil sulatian/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: ngway\Building.Codes.Inspection.FORM51Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firest ping s n Office No. (518) 761-8256 Dat!P.,Inspection requpgq received: Queensbury Building &Code Enforcement Arrive: a p., part:/a p s &� s;,5742 Bay Road, Queensbury, NY 12804 Inspector's Initi s NAME: )0� PERMIT#: LOCATION: �x�A� Lzr INSPECT ON: TYPE OF STRUCTURE: Y IN N/A 0 4�rammg elQlc�a_ 6t�x.at�c COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls zt Metal Strapping for Notches Top Plate _VV�_ 1 Y2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestoppin '�\)Aqj�j kA Penetration' sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LAS ue Herningway\Bui Id in.g.Codes.Inspection.FORMSTraming Fi restoppi n g Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No, (518)761-8256 Date Inspection re est r e Queensbury Building&Code Enforcement Arrive: PM 742 Bay Road, Queensbury,NY 12804 Inspecb;r_71_nit1Y,Is- NAME: PERMIT#: 1r;, Z LOCATION: INSPECT ON: TYPE OF STRUCTURE: N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family Ansulation/Residential Check/Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping insulation If require--unheated spaces Co ustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: \Z� -L-\SucHeming%vay\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing)kre)NstMi��gn Wt&�eport Office No. (518) 761-8256 Date Ins ection re est receive Queensbury Building&Code Enforcement Arrive: r N) a : 742 Bay Road, Queensbury, NY 12804 Inspector's Init s: NAME: 9AAAJ� PERMIT#: C .' ?�I LOCATION: INSPECT ON: COT TYPE OF STRUCTURE: Y N/A COMMENTS Framing %�J%QL=V i�)* _7 Jack Studs Headers Bracing Bridging \Akz> Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft.. floor trusses Anchor Bolts 6 ft. or less on center w 6 Ice and snow shield 24 inches from wall (Wo 00-09 Fire separation 1, 2, 3 hour ire 12, 3,4 hour � Virestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LAS tie Hemi n gway\Bu i I din-.Codes.Inspecti on.FORM SWraming Firestopping Inspection Report.doe January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ ec ved: �r�,-- 'Tc - �—, -D - Queensbury Building&Code Enforcement Arrive: anu m art a pm 1XP 742 Bay Road, Queensbury, NY 12804 Inspector's Initia S' NAME: =3-3 V-- C ,v— upt PERMIT#: Zew- -zR I LOCATION: INSPECT ON: (0.!�373ia TYPE OF STRUCTURE: N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LAS uellerningway\13 ui Iding.Codes.Inspection.FORM S\Frarnin g Firestopping Inspection Report.doc January 28,2003 .. ..-_ ............. .._. . .._..... ---.........'. ;...__._..__... ........ .. .........-.-_.. . _.._... ........ ..._ ............... ._._._._ oc ... , _. . .....,...._ � (�,•,_. gip' � � � .......`T-.�f.o.... :;,�•; �.i :...,���{....._`..'•� : - • ..... .. ... ............._.........,_.-...:.. 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C7 �aGQ co c 00000 i14 1-OftCj ^ ..,... _.:._... .;.......... ................... . .��:.._�.......... .._... __.._ ao ......_......_... : ' :....� --- ul U. s. \ ......... ........ ._ . ......_.._...... L/ ' W ,..J........... .:......,,,.n..:........»:.....�y................:..........w._..»._...:.....,.,, .,,... ...._......._.. .. ui . ................. yy . Y ti i..............j. ....... .......... .... ..... ..... .».. .. ... , fa r - 5-26-03; 3,24PM;OREEN MTN DEV GROUP ;8028649990 # 7l 15 ,T Ina HI adky P E 878-8882 12152P P.e JIH Structural Engineering , Inc 10 Athens Dr. , Essex Oct. , VT 05452 Phone # (802) 878 — 3504; Fax # (802) 878 - 6862 • Solid blocking also needs to be installed at columns supporting main roof girder trusses to provide continuity for proper transfer of the point loads to the foundations . As there was a change to the way how the Girder trusses were supposed to be supported , new headers above the existing ones over the doors at the corridor , have to be installed . The header should be 3- LVL. 1014 x 111/4 and should be supported by minimum 2-2x6 studs at each end . • Shear walls were not installed according to the drawings as it was required to have trusses lined- up with the walls and nailing pattern to the truss bottom chord was spelled out on the drawings . Acteptabl e fix would be to install 2-2x6 flat wise at the top of the wall ( as was already done in some areas for GWB support) . These nailers should be attached to shear wall top pla spaced at 6 inches _ • Add header H2 on second floor across the corridor "44 into unit # 217. Support header at one end with steel angle 3x3xl/4 welded to the steel column , a d with hangers on added stud at the other end , n o o stud col ILIU eam connections add Simpson LCE ,ACE or equivalent Post Caps . Where studs have been cut off due to pipe location , add new studs under floor trusses >From: "Ina Hladky"<inahladky@adelphia.net> >Date:2003/06/04 Wed AM 10:46:06 EDT >To: <rgreen@a bunkoffgc.com> > CC: "J.G.Goldsmith" <vt@a jggarchitects.com> > Subject: MemoCedarsTruss >MEMORANDUM >To: Mr. Ron Green DATE:6/4/03 > Bunkoff General Contractor >PROJECT: Cedars Senior Living Housing Project >It is acceptable to use 3-LVL 1.75 xl 1.88 beam in lieu of prefabricated wood floor truss.The LVL beam has to have minimum 2 inches of bearing at each end. Call me with any question you may have >Ina Hladky, P.E. 4 Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date Inspection requ c i( 1 -1 n M e an&� ff . Arrive:Z_k>_C_> a t: Z, Queensbury Building&Code Enforcement u Q I 742 Bay Road,Queensbury,NY 12804 Inspector's Initia NAME: PERMIT#: LOCATION: (a,1j21_8 INSPECT ON: TYPE OF STRUCTURE. a Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Comm. Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial _9opper, CPVC,Pex One &Two Family eInsulation./Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustio I Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\SticHemiiigway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 i Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ e ed: Queensbury Building& Code Enforcement Arrive: 4 epar ? a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initi Is: G NAME: PERMIT#: LOCATION: INSPECT ON: -� TYPE OF STRUCTURE: Y N N/A Framing COMMENTS - Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams'.: Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or.more - Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center •Ice and snow shield 24 inches_ from wall Fire separation 1, 2, 3 hour Fir wall 2, 3,4 hour irestopping ,� Penetration sealed ^-'Y 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in:(W) 5.7 sf above/below grade 5 A.sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection,Report.doc January 28i 2003 c P/11 Framing / Firestopping Inspection-Report Office No. (518) 761-8256 Date Inspection re st ec Queensbury Building&Code Enforcement Arrive: a Vp e rt: m 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: NAME: �ERMIT##: LOCATION: INSPECT ON: t�9 t� TYPE OF STRUCTURE: y N NSA Framing COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above 1 below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insnection request received: Queensbury Building&Code Enforcement Arrive: 'Lill/d am01� Depart.—�— a p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: P NAME: PERMIT#: LOCATION: TYPE OF STRUCTURE: e INSPECT ON: N N/A Framin COMMENTS Jack Studs/Headers Oa-er LCuj 7 ko'," Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 04 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I !/2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire �3,4 hour Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade [-:\SueHemingway\Buildin.-.Codcs.Inspection.FORMS\Framin.a Firestopping Inspection Report,doc January 28,2003 Framing / Firestopping Inspection Reportr Office No. (518) 761-8256 Date Inspection request eived: _ Queensbury Building&Code Enforcement Arrive: r .�+�ar 742 Bay Road, Queensbury,NY 12804 Inspector s Imtla . NAME: PERMIT#: — I LOCATION: INSPECT ON: — TYPE OF STRUCTU Framing Y N N/A COMMENTS �, jr Jack.Studs I Headers Bracing 1 Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'l2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. £t. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueFlemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date Ins ection req ec Queensbury Building&Code Enforcement Arrive: a, rt: Ins Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#OD LOCATION: INSPECT ON: X TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Diain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply.Piping Copper Commercial ,Copper,CPVC,Pex One&Two Family Insulation/Residential Cheek/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L.\SueHeming%vay\Buildiug.Codes.Inspe,ction,FORMS\Rougb Plumbing Insulation Report.doe January 28,2003 Rough Plumbing�l�Pnslti n�nspecti 9ep�� Office No. (518)761-8256 Date Ins ection r ec * ed: Queensbury Building&Code Enforcement Arrive: e a in 742 Bay Road,Queensbury,NY 12804 Inspector's Initia NAME: A PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Diain and Vents 5 PST or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One& Insulation/Residential Check Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: .tA L.LSueliemingway\Building.Codes.Inspection,FORMS\Rotigh Plumbing Insulation Report.doc January 28,2003 tontfs—p-ecrYtotn eTo\r?lz�� Rough Plumbing Insula Office No, (518)761-8256 Date Inspection request rec ived: Queensbury Building&Code Enforcement Arrive: a px epa & a 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: HE C F_ PERAET#: 7_0 07 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A `Q�,- `� � `� , _ PVC: R-1,R-2,R-3,R-4 Drain Vents CA Cast Iron,Copper Drain/Vent 1 Comm. Plumbing Vent/.Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check �PT l—U(Dv_ �C-) Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supplyfior Furnace Duct Work Sealed Properly COMMENTS: Ir -L:\SueHemingway\Building.Codes.Inspection,FORMS\Rough Plumbing Insulation Report.doc January 28,2003 05/30/2003 11:25 5167860896 s BUNKOFF G G PAGE .01 � o runs rugs Type i N ,,r CEDARS FTS FLOOR ailm Lum ar Inc, 4.201 SM RI'l Sx4 Il is ts �{ t.5x4 (I NA= �•x� C 1.5X4 SX9 = — 1.Sx4' 11 4x4 3X7 FP 1.6x4 f 1 2 3 4 5 6 7 8 9 2�3 27 26 25 24 23 06 6x6 5X16 T 5x6 = 6x6 =. •3X . �i.:�aantss�te�s FAX'(45§)539-VX 50AUEN AD, ML,UMBER INC.. DS�Nb C. U20WATERLOO,aut. a 274)-0 "Plate s$t3.( r 1;Ed e�,{ -1- , : ,- — r d a , 5: -1- . Qa , : 4,-Ed a r ,Edge), [26:0-5-4 IEd el (2 :0.4-8 Eti a 27:0-3-$ Edge), 8:0-0R12 LOADING (psf) SPACING 2.0-0 CSI. I3SI~I_ TM 40.0 Plates Increase 1 .00 TC 0.72 Vert(LLI TCOL 25.0 Lumber Increase 1.00 8C 0.43 Vert(TL, BCLL 0.0 * Rep Stress Inor YES WB 0.65 Horx(TL BCUL. 5.0 Code SOCAIANS196 (Matrix) .1 st.LC I LUMBER 8RAC11 TOP CHORD 4 X 2 SPF 240OF 2.OF TQP CI 80T CHORD 4 X 2 SPF 240OF 2.0F BAT Cl WEBS 4 X 2 SPF No.2 REACTIONS (lb/size) 27=1 80610-5-8, 17=181410-9-8 FORCES (lb) - First load Case Only. ,...r. r.i:rirkn ^►T nQ -o"T 1_'3S3 W,Q7 1 .7 -Q- ` .",3="• �4, ,�•� - r��J► -J�=-Jr$ 4r Ja i= �Q d £0:T T 20, 02 R.2W S8S�-6�S-EIStr:X '3NI �MWM WUQb Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date Inspection requ t r 1v Queensbury Building 4 Code Enforcement Arrive: am/ m art: T, am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's T Initial . Yf ft/07 PERMIT#: NAME: LOCATION: INSPECT ON: TYPE OF STRUCTURE: N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent 1 Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Soply Piping C7oOer Commercial Opp Ropper,CPVC,Pex One &Two Family Ksulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COI E MNTS: .L-,\Sucl3emiTig%vay\13uilding.Codes.Iiispection,FORMS\Rough Plumbing Insulation Report.doc January 29,2003 V ate Foundation Inspection Report Office No. (5 1*8)761-825 6 Date Inspection reques cei.L Queensbury Building& Arrive: Code Enforcement art: v2a�;e�� 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: R fMI T#:toa— LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A \,Xootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site, Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.lDspection.FORMSTFoundation Inspection Repurt,doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque ceive Queensbury Building&Code Enforcement Arrive: pm ep 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: 7717a CEED AJR-6 PERMIT#: LOCATION: _ W INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Z CS:) 'F �� Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above[below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM STraming Firestopping Inspection Report.doc January 28,2003 PtA Foundation Inspection Report Office No. (518)761-8256 Date Inspection requqA-il7qiyod:. Queensbury Building&Code Enforcement Arrive: a pm epart: aVvt�� 742 Bay Rd., Queensbury,NY 12804 'Inspector's Initi - ;Z-�- NAME: AAC-- c PERMIT#: 7 C)[>2 1?s LOCATION: AK INSPECT ON: tP-5-—Z4 TYPE OF STRUCTURE: Comments Y N N/A Footings oe V Piers c— Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Danipproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codesdnspection.FORMS\Foundation Inspection Report.doc January 28,2003 Framing Firestopping Inspection Report Office No. 18) 761-8256 Date Inspection req st ec 'v 0 Queensbury Building&Code Enforcement Arrive: pm, rt.-�: P 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: c" o/, PERMIT#: e'cn PERMIT LOCATION: 6,7 15 Pd— INSPECT ON: 0 TYPE OF STRUCTURE: 7 Q.S Framing Y N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed pro erly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or mo, e Headroom.6 ft. 8 in. Notches/Holes/Beari tig Walls Metal Strapping for N t hes Top Plate I Y2(w) 16 gauge(8)�6D nails each side k n.L Draft stopping 1,000 sq-V . floor trusses Anchor Bolts 6 ft. or less"N center Ice and snow shield 24 me e from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour estop T�ing 0 -)6 94 A V Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedroom 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHerningway\13ui Idin.-.Codes.Inspection.FORMSTrarning Firestopping Inspection Report.doc January 28,2003 7, 1, 'e Framing Firestopping Inspectio eport Office No. (518) 76 f-8256 Date Ins ect'o requ eiv Queensbury Building&Code Enforcement Arrive: 'M a D r a 742 Bay Road, Queensbury, NY 12804 Inspector s Initia NAME: PERMIT#: LOCATION: I ol -A 16'e INSPECT ON: TYPE OF STRUCT 4raming Y /N NI COMMENTS Jack Studs Headers Bracing 1 Bridging Joist hangers pQ Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V? 'w' 16 gauge'8' 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 'Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall CAL Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Pirestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2inch or 5/8 inch T e X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHerningway\13ui Iding.Codes.Inspection.FORM STrannin g Firestopping Inspection Report.doc January 28,2003 Rough Plumbing /Insulation Inspection Report Office No. (518)761-8256 Date Inspection req ceived: Queensbury Building&Code Enforcement Arrive: : 00 a m epart: :if2 an,/�Ob� 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s- NAME: / PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: °I N/A PVC: R-1,R-2,R-3,R-4 Dra�ents Cast iron,Copper Drain/ ent/Comm. Plumbin ent/Vents in ace h Plumbing/Nail Plate \\Z ug 5� Head or Air Supply Test .\ �- �'� � �;5__ Drain and Vents �� 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check G Proper Vent, Attic Vent Duct/Hot Water Piping Insulation �� If required unheated spaces -p Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: •L:1sueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestoppih' g Inspection Report Office No. (518) 761-8256 Dat&Inspection reque rece* d: Queensbury Building&Code Enforcement Arrive:k Is 4D a p art:,2 2b _a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: 1�_PIN Rj-) PERMIT#: 80 LOCATION: A INSPECT ON: TYPE OF STRUCTURE: 03 019� Y N N/A COMMENTS 10 Pgaming 'Jack Studs[Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. "C� Notches/Holes/Bearing Walls (_4j�<N� Metal Strapping for Notches Top Plate 1 tSK4 V(-- 1 V2(w) 16 gauge(8) 16D nails each side Dr topping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire 2, 3,4 hour L.Krestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House.side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LAS ueHernin gway\B u i I din-.Codes.Inspecti on.FO RM STrarni n.-Firestoppin.-Inspection Report.doc January 28,2003 Framing / Firestoppifig Inspection Report Al. DU Office No. (518) 761-8256 Date Ins cc ion requ ree i Queensbury Building& Code Enforcement Arrive: .' ' in e a a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initi, NAME: PERMIT#: (0 LOCATION: n- INSPECT ON: —03 TYPE OF STRUCTURt— Framing Y N N/A COMMENTS Jack Studs 1 Headers Bracing 1 Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft, 8 in, Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor tr-usses Z-7-<2A Z-i Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour L 'tc to C*--� ram'—F—�Lk 1, EiTewall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Suel4eniingivay\Building.Codes,liispection.FORMST-raming Firestopping Inspection Report.doc January 28,2003 2, Rough Plumbing Insulation Inspection Report A. Office No. (518) 761-8256 Date Inspectio reque ecei I Queensbury Building&Code Enforcement Arrive p : 7-L an 742 Bay Road, Queensbury,NY, 12804 Inspector's Ini al NAME: PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper. Drain/Vent 1 Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Cop Commercial per,CPVC,Pex One&Two Family Osulation/Residential Check/Commercial Check 4 Q �� �V/ C-S roper Vent,Attic Vent f Duct/Hot Water Piping Insulation If required unheated spaces AAA, Combustion Air Supply.for Furnace -2, .Duct Work Sealed Properly f COMMENTS: -L.\SucHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation.Inspection Report Office No. (518)761-8256 Date Inspection reque eceiv Queensbury Building&Code Enforcement Arrive: a m D p a 742 Bay Road,Queens bury,NY 12804 Inspector's Ini�al : " NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: - V N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents . 5 PSI or 10 ft, above highest Connection for 15 minutes Water Supply Piping Copper Commercial er,CPVC,Pex One&Two Family .=// elation/Resicle 'tial Check 1 Commercial Check .Proper Vent,Attic Vent Duct/Hot Water Piping Insulation Z t� If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:1SueHemingway\Building.Codes.Inspection.FORMSIRough Plumbing Insulation Report.doe January 28,2003 _, Framing / Firestoppin'g Inspection R Office No. (518) 761-8256 Date Inspection requ re iv Queensbury Building&Code Enforcement Arrive: I t 3Q a rt: a rI 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: Arrive: NAME: PERMIT#:LOCATION: INSPECT ON: TYPE OF STRUCTURE: C04,s�6 A,a-' (.,4 _., Framing Y 7 N N/A COMMENTS Jack Studs Headers 7—t:5V Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3, 4 hour :7T�Irestoppin �i QU9MA Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X r Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) .20 in. (W) 5.7 sf above/below grade �-b 5,0 sf grade I LAS ueHeming.Nvay\I3ui Id in.-.Codes.Inspection.FO RMSTrarning Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report- Office No. (518) 761-8256 Date Inspection'reque ceiv Queensbury Building&Code Enforcement Arrive: i :t In e Pm 742 Bay Road, Queensbury;NY 12804 Inspector's Initial PERMIT#: NAME: LOCATION: ' p INSPECT ON: c " TYPE OF STRUCTURE: Z -D Y N N/A COMMENTS Framing � - Jack Studs/Headers Bracing/BridgingRaU Joist hangers �r Ql Jack Posts/Main Beams } Exterior sheeting nailed properly kAA\ ,,.UZR-� 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 6RAC\t1)G Headroom 6 ft. 8 in: Notches/Holes/Bearing Walls �� ��G � O�"�✓ S � Metal Strapping for Notches Top Plate _ 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses. < Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall -- �1� Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping } � AM'-7 '. � Penetration sealed 16 inch insulation in cavity min. ' -� 1 1��.—� �7EA�1L Garage Fire Separation House side %2 inch or 5/8 inch Type X � -V Garage side 5/8 inch Type X c Ceiling/wall C � Windows Habitable Space/Bedrooms 24 in. (II) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASuel-lerningway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request eiv Queensbury Building&Code Enforcement Arrive: 13 0�a art- e 742 Bay Road,Queensbury,NY 12804 Inspector's Initi s- NAME: PERMIT#: :;,7 c:;L—_>2_— LOCATION: 2_6 VO INSPECT ON: 3 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron, Copper Drain/Vent Comm. Plumbing Vent/Vents in Place ugh P ml-ing/Nail Plate, H or Air Supply Test C 7 I,ain and Vents 6'�C D� 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping � O_pper Commercial Copper, CPVC, Pex One&Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: -L:\SucHemingway\Building.Codes,lnspection,FORMS\Rough Plumbing Insulation Report.doe January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re ue e I ed: Queensbury Building&Code Enforcement Arrive-•" - part: a�� 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: Inspection #: {\ ��� .- LOCATION: INSPECT ON: �C TYPE O TRUCTURE: Y N N/A COMMENTS /Framing i�o Olt V/ Jack Studs Headers Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. ov-\ —VC) Garage Fire Separation House side 1/2inch or 5/8 inch Type X \�Olpx�\ Garage side 5/8 inch Type X C)VJ Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHerningway\13uj1ding.Codcs.Inspection.FORMSTrarning Firestopping.Inspection Report.doc January 28,2003 -CIA�3 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque r e* Queensbury Building&Code Enforcement Arrive: a m epD7 am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: rJ PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: 03 5 - 1 Y N N/ COMMENTS raming � Jack Studs/Header Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly r 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls \ Metal Strapping for Notches Top Plat 1 %2 (w) 16 gauge(8) 16D nails each de Draft stopping 1,000 sq. ft. floor tr/ ses Anchor Bolts 6 ft. or less on centef Ice and snow shield 24 inches in wall Fire separation 1,2,3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed , 16 inch insulation in avity min. Garage Fire Separatio House side %2 inch r 5/8 inch Type Garage side 5/8 in h Type X - Ceiling/wall Windows Habitable S Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L\SueHemin-1Way\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 R%fA-tAG<.4' nQ \b,2 - Framing Firestopping Inspection Report N.- Office No. (518) 761-8256 Date Inspection re ec Queensbury Building&Code Enforcement Arrive: /p De "2 a prn 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: PERMIT# LOCATION: INSPECT N. TYPE OF STRUCTURE: -/N13 "Framing N/A COMMENTS Jack Studs/Pleaders Fuoc) C—C�Qp,\ OPT Bracing/Bridging V/ �3olP4� NA Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate IY2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade -5.0 sf grade LASucHerningway\6ui1ding.Codes.Inspection.FORMSTrarning Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection re est recei n re Queensbury Building&Code Enforcement Arrive: — pm D 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �a NAME: �0 PERmrF:#: LOCATION: Lo— J_ j !?2 & INSPECT ON: 3 TYPE OF STRUCTURE: Q'S Comments Z Y N I N/A_ QS1 Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Darripproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop-within 10 ft. � � 30co Foundation Inspection Report Office No. (518)761-8256 Date Ins e ti n requgqeive��-7>,cu�n I Dirpart: Queensbury Building&Code Enforcement Arrive* - I 742 Bay Rd.,Queensbury,NY 12804 lsc!5�- - Inspector's Initial NAME: LOCATION: INSPECT ON:' TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Darripproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing DraifiStone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper 0 6-1 6undation Insulation er—WX N fo . xterior Rough Grade 6 inch drop within10 ft. e- Foundation Inspection Report Office No. (5 18) 761-8256 Date Inspection refqu8rr ceir Queensbury Building&Code Enforcement Arrive: a part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PE4�#: n S T 03 LOCATION: IN P T ON:-- TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. ,Deaterials for this purpose on site. Xbundation/Wallpour Reinforcement in Place Foundation Dampproofmg Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. Foundation Inspection Report IT Office No. (518)761-8256 Date Inspection request received: t 0� Queensbury Building&Code Enforcement Arrive:Inspector's Initials: epart: am/pin s: 742 Bay Rd.,Queensbury,NY 12804. NAME: C b1 S PERMIT#: LOCATION: 6wj o(aig-D INSPECT ON: TYPE OF STRUCTURE: J Comments N N/A 00tings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 1 Queensbury Building&Code Enforcement Arrive: am/pip.0., Depart: C am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 6 t5 NAME: PERMIT#: t& LOCATION: INSPECT ON: 11 0 TYPE OF STRUCTURE: Comments Y N N/A OG Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofmg Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. Foundation Inspection Report -Office No. (518)761-8256 Date Inspection requestx-ec ive Queensbury Building&Code Enforcement Arrive: a epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PE #: LOCATION: RLJ3,Lemi�,X c INSPECT ON: TYPE OF STRUCTURE: tj Comments Y N N/A ootings Piers Ponolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. Z)� Offwe Use .GENERAL INSPECTION REPORT Inspector: Ready at timez. Town ofQueensbury Dept of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road ARRIVEq,,"V am/pm: Notes: Queensbu?3� NY 12804 1 pm: DEPART am/pm (518) 761-8256 Inspector's Initials (,Dk NAME: PERMIT# LOCATION: 2,3 INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form. Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig-- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping- L:\SueHemiiigwa3\Building.Codes.Inspection.FORMS\GF,NERAL INSPECTION REPORT.doc Rough Plumbing / Insulation Inspection Report Office No.(518) 761-8256 Date Inspection request received: 01\1 Queensbury Building&Code Enforcement Arrive: 3,,1," am/pm Depart: k,,�m/prn 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: k3� NAME: PERMIT LOCATION: INSPECT ON:. TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain Vent Comm. ing Vent/Vents in Place PY6 /Aough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Fan-dly Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\PamW\Whiting\Rough Plumbing Insulation Report.doe Office Us e GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: P T a Notes: (518) 761-8256 Inspector's Int is NAME: # LOCATION: INSPECT ON(date): Ana, TYPE OF STRUCTURE: Q-)V'\ RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is resp sible for ' sible,for fro a providing protectionfreezing lacemen sj 0\ for 48 hours following th lacemen of the concrete. Materials for this purpose on s Ii Foundation/Wallpour:, Reinforcement in Place Foundation/Dampproofing___A L dill Approval Plumbing Under Slab---- --------- Z Plumbing Vent/Vents in Plat/ Rough Plumbing Heating Rough-In Insulation , Wundation Walls Interior Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Fran=' g_ Jack Studs/Headers Bracing/Bridging_ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspcction.FORMS\GENERAL INSPECTION REPORT.doc Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbuq, AT 12804 ARRIVE a DE Rt9kam�/ Notes- (518) 761-825b Inspector's Initial Z9. 4"�) NAME: 1,P25 # LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES i NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is res onsible for ns providing protection freezing for 48 hours following he"placement of the concrete. Materials for this purpose o sit -Foundation/Wallpour�__ Reinforcement in Place Foundation/Dampp'roofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place_�_ Rough Plumbing_ Heating Rough-In�_ nsu ation 0 ation Walls Interior R- *—Foundation Walls Exterior R- Floors R- r,, (a—Mrs-- R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L.\SueHemiligwaylBuilding.Codes.inspection.FORMS\GENERAL INSPECTION REPORT.doe Office Use -GENERAL INSPECTION REPORT Inspector:--—7 Town of Queensbury Ready at time., Dept. of Community Development Request received: 6 D-' Meet: Building& Code Enforcement At time: 742 Bay Road Notes: Queensbury, ArY 12804 ARRIVE a pm: i�>a , —------- (518) 761-8256 Inspector's Ini NAME: & PERMIT# LOCATION: INSPW, .r ON(date): TYPE OF STRUCTURE:, RECHECK N/A YES NO COMMENTS Footo T=5PE Mon Pour Form� Reinforcement in Place The contractor is re si 'Pon r providing protection fro freeze for 48 hours following th plac of the concrete. Materials for this purpose 0 site Foundation/Wallpour Reinforcement in Place Foundatioa/Dampproofinj Backfill.Approval. 1z Plumbing Under Slab_ Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In___�_ Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging foist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin L:\SueHemiiigway'Ouilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doe Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time. 0 Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am R an In �eotes: D AR 61nv (518) 761-8256 Inspector'sIni s Is C M tiq IT# NAME: S PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES i NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible providing protection from f r ez g for 48 hours following the pl e ent of the concrete. jtc. 'Materials for this purpose on site Foundatio -a—h A�ou Reinforcement in Place Foundation/D amppro offing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents-in-Place Rough Plumbing-- Heating Rough-In__� Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- I I Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing__ Jack Studs/Headers Bracing/Bridgmig— Joist Hangers-- lack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping__ L:\SueHemingway'Ouilding.Codes.Inspection.FORMS\GENIERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbiuy Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE,3,'t Notes: In: T V ra (518) 761-8256 Inspector's Initia, NAME: PERMIT# -Z-M Z——9,S LOCATION: �Bpl� Rua INSPECT ON(date): Z. TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofmg_ )Iackfill Approval /Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers JackPosts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspecdon.FORMS\GENERAL INSPECTION REPORT.doc -z, Office-use -, FaENERAL, INSPECTION REPORT Inspector: Town of Queensbuq Ready at time Dept. of Community Development Request received. Zj Meet: Building& Code Enforcement At time:. zp;�. 742 Bay Road ARRIVE a Notes: Queensburj,, NY 12804 R T2,-6 alnl (518) 761-8256 Inspector's Initia s A NAME: ja am/ 9 ZOO LOCATION: cJ1 INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A]V 440 COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site -Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab_ Plumbing Vent(Vents in Place Rough Plumbing_ Heating Rough-In, Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- (:Viling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgig— Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L,\SueHemii)gwaytBuilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc ��� QOffice Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: De Development Request received:1,41610, Dept. of Community Devet _T_T_ Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIPE\16 �a m A T an,6EV /Notes: (518) 761-8256 Inspector's Initial NAME: or 4% PERMIT 4 C)-60D- LOCATION: INSPECT ON(date): t 17 13 J�, A� TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS f ootings/Piers Mono i is our Form V_-_Pvt5l t2\�Pe Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. <�� osoon site FZndatio a our � .,.ementinlla. Foundation/Dampproofing_ Backfill,Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In__ Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig- Joist Hangers---- - Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4-hour Firestopping_ L:\SueHemiiigway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT-doe Office Pose .GENERAL INSPECTION REPORT Inspector: I Ready at time..jw Town of Queensbury Dept. of Community Development Request received. /�/Wo)-__ Meet: 3� Building& Code Enforcement At time: 742 Bay Road i Notes: Queensbury, ATY 12804 ARRIVE aam (518) 761-8256 Inspector's Initia P EP MIT C MF NAME: PERMIT � lz - LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COM61 Footings/lNers- Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site 'Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing - Heating Rough-In _ k,\F� � V� _--76�undation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls It- Ceiling R- Duct work or piping in unheated spaces R- Proper,Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4-hour Firestopping __ L:\SueHemiiigway\Building.Codes.Inspce6on.FORMS\CTENERAL INSPECTION REPOkT.doc Office Use -GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready,at time.,.' .' ' Dept of Community Development Request received: Meet: 'Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 a RT I ARRIVE�J�,, mX 4m P hme� �xotes: (518) 761-8256 Inspector's Initials NAME: -!Ik PERMIT 41 4Az+AjTAA V LOCATION: INSPECT ON(date): TYPE OF STRUCTURE. Jto RECHECK VqAt N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour !&jp§n Ps j�j Reinforcement in Place -7- (>3 nA � Foundation/Dampproofing - 2kackfill Approval umbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R Foundation Walls Exterior R- Floors, R- Walls R- Coiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Franu*ng____ Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Bean Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Scaled Fire Wall 2,3,4-hour Firestopping_ L:\SueHemiiigway\Building.Codes.Iiispection.FORMS\GFNERAL INSPECTION REPORT.doc Office Use -GENERAL INSPECTION REPORT nspector: F Town of Queensbury Ready attime:1 Dept. of Community Development Request received: Meet: Building& Code Enforcement At time:� 3 ca �] 742.Bay.Road 4 Queensburj; AT 12804 ARRIVE am/pm: PEPIORTIV/ amAhm Notes: (518) 761-8256 Inspector's Initial k,-- NAME: f PERMIT 42 )2-- LOCATION:-Ac�u INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YE/t NO COMMENTS -Vootings)Pi-ersI Vualrk . Monolithic Pour,FZ Reinforcement in Place The contractor is responsible for providing protection from freezing 0' < for 48 hours following the placement of the concrete. N. )d aterials for this purpose on site VFoundation/Wallpour Reinforcement in Place 'Youndation/Dampproofing- V Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ -/eating Rough-In s Inulation ,4- Foundation Walls In 'rior R- Foundation Walls Exterior R- Floors R- 0\,LA, tz)c9--\ y\ Walls R- Ceiling R- Duct work or piping in p unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers- Bracing/Bridging_ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemiiigway\Buildiiig.Cod6s.Inspection.FORMS\GENERAL INSPECTION REPORT-doe �^^++ ' � - 0,fac '�.J e Use El�E..L�l' L INS (O REPO L�.1 Inspector: Town of Queensbury Ready at time:. Dept. of Community Development Request received: 1 Z UZ Meet: Building& Cade Enforcement At time: 0 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEP ,man pm otes: (518) 761-8256 .Inspector's In! NAME: PERMIT# /4- LOCAL."ION: � INSPECT ON(date): � 2 f q o 2, TYPE OF STRUCTURE: C�'m RECHECK N/A YESj NO COMMENTS `outings/Piers Monolithic Pour Form Reinforcement in Place �ll �--c\ V\ ( C The contractor is responsible for `-'�- providing protection from freezing for 48 hours following the placement of the concrete. aterials for this purpose on site -4poundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In InsulationQ- Foundation Wails Interior R- �'�, Foundation Walls Exterior R- Flaars R- �� Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracinoridging Joist Hangers Jack Posts/Main Beaux Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:1SueHemingway\Building.Codes.Inspection,FORMStGENERAL INSPECTION REPORT.doo Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept of Community Development Request recez.ved: I-Z06 Z. Meet: Building& Code Enforcement At time: I—P 742 Bay Road Queensburj; AT 12804 ARNVY);zpa "R T an,, otes: (518) 761-8256 Inspector's Inifia s A Inspector NAME, PERMIT it LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS �oatings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site 'Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ OTN14V Heating Rough-In Insulation Foundation Walls Interior R-- — Foundation Walls Exterior R- Floors R- Walls R- Ce-iling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig— Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour ti Penetration Scaled Fire Wall 2,3,4 hour Firestopping L:\SueHemiiigwa5lBuilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORTAOC Office Use GENERAL INSPECTION REPORT Inspector: Z-1 Town of Queensbury Ready at time: \D:-vZ> Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE m a a In Notes: a itic (518) 761-8256 Inspector's Initia NAME: PERMIT# LOCATION: � INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS Footings/Pier 7 Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing-- Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framisrg Jack Studs/Headers Bracing/BridgingJoist Hangers—Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHeTningway\Building.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORT.doc Offlee Use .GENERAL INSPECTION REPORT Inspecto t � e Town of Queensbury Ready a Dept. of Community Development Request received: Meet: �2- e. 'j Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am1p DE A T2jj,,.� aml pm Notes: (518) 761-8256 Inspector's Init! NAME: PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: Cal,: RECHECK N/A YES NO COMMENTS Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site -FoundatiowWallpour Reinforcement in Place Foundation/Danipproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In_ Insulation Voundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Coiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier FireSeparation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firesto i pping- L:\SueHemiiigway\Building.Codes.Inspecfion.FORMS\GENERAL INSPECTION REPORTdoe Office Use .GENERAL INSPECTION REPORT Inspector: Town ofQueensbury Ready at time Dept. of Community Development Request received: Meet: 1p Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVAL-L-Fo a T_16 amlj!m Notes: a7 (518) 761-8256 Inspector's Initials NAME: PERMIT# LOCATION: 3, azv Ral INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Qy-Q.otffi -�,S-�IWD Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement 'E� of the concrete. Materials for this purpose on site f--ZA 0 JYT> Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing-___,____ Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppi g L:\SueHemingwayBuilding.Codes.Tlispection.FOR�N4S\GENERAL INSPECTION REPORT-doe Office use -GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time:. Dept, of Community Development Request received. Meet: .Building'ng& Code Et�forcement At time: 742.Bay Road Queensbury, AT 12804 ARRIVE a R TVID am Notes: s x (518) 761-8256 Inspector's Initia ] NAME: PERMIT LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: 6"L AAJ RECHECK N/A YES � �MOIMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In, Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Brid&g Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin L:\SueHemiiigway\Duilding.Codes.Inspection.FORMSkGENERAL INSPECTION REPORTA00 Offwe Use -GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Development Request re Meet, Dept. of Community Devet received: Building& Code Enforcement At time: 742 Bay Road > Queensbury, NY 12804 VE ARRI aT an P Notes. (518) 761-8256 Inspector's Initia A 6 NAME; PERMIT# -71 LOCATION: kl-,)" INSPECT ON(date): 2 6 2- TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS 0 koinitiRour Forrn Reinforcement in Place The contractor is responsible for providing protection ftom freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Poundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing VentfVents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Fiamin Jack Studs/Headers Bracing/Bridgmg-- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemii)gway\Buildiiig.Codes.Inspection.FORMS%GENERAL INSPECTION REPORT-doe Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at timer Dept. of Community Development Request received. Meet: Building& Code Enforcement At time: 742 Bay Road r Queensbury, NY 12804 ARRIVE am/pm: DEPART� Mpm Notes: (518) 761-8256 Inspector's Initials %C_/ NAME: (`b A — PERMIT it 7,00 LOCATION:�z_ P {�� INSPECT ON(date): 27 Z TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS ootings/Piers ` Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 8 hours following the placement f the concrete. ;. aterials for this purpose on site F " dation/Wallpour ✓Reinforcement in Place _ FoundationlD ampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces. R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier _ Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:4SueHemingway'@uilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Offwe Use -GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept, of Community Development Request received'jb�0 Meet: Building& Code Enforcement At time: 742 Bay Road 4 1 Notes: Queensbui34 NY 12804 -ARR1VEh_,Ma T; am,Cm 7- (518) 761-8256 Inspector's Initial' c NAME' PERMIT 4 LOCATION: INSPECT ON(date): V0j.,)L9 L TYPE OF STRUCTURE: 0 RECHECK NIA 8 NO G014tMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection fi-orn freezing for 48 hours following the placement of the concrete. Materials for this purpose on site 'Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfil val Tl ...... Pluming finder Sla Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In, Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R_ Walls It- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation t,2,3,hour Penetration Sealed Fire Wall 2,3,4-hour Firestopping L:\SueHemiiigwaytBuildiiig.Codes.Inspection.FORMSkGENERAL INSPECTION REPORT.doe Offlee Use C) -GENERAL INSPECTION RREPOH Inspector: Town of Queensbuq Ready at time. Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVEV-j'0a RT amlo Notes: (518) 761-8256 Inspector's Initfia NAME: PERMIT Pc� LOCATION-. el 2) INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection.from freezing for 48 hours following the placement o e concrete. Materials for this purpose on site 7�) m I rPERMU) > f the Materials ZW Reinforcement allpour V-3 V--5K kl:��-W. Cn f ore", V� einforcement in Place V1 L (� \,3 Foundation/Dampproofing_ Backfill Approval lumbing Under Stab Plumbing VentJVents in Place L Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping mi . unheated spaces R- Proper Vent,Attic Vent Framing_ Jack Studs/Headers BracinglBridgmig-- Joist Hangers Jack Posts1main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4-hour_ Tirestopp, g L:\SueHemingwaytBuildiiig.Codes.Inspectio,i.FORMS\GBNIERAL INSPECTION REPORTAOC office Use .GENERAL INSPECTION UPORT Inspector: Town ofQueensbuty Ready at time:. Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: Piet 742 Bay Road Queensburj; NY 12804 Notes: ARRIVE • a 20 a)7,tfm (518) 761-8256 Inspector's Initi s, NAME: PERMIT# LOCATION: INSPECT ON(date): IA TYPE OF STRUCTURE: 0 "40 t RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement A kZ) \Zj \Acl\---s of the concrete. Materials for this purpose on site f\\N Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ (D Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place 4Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Scaled Fire Wall 2,3,4 hour L:\SueHemiiigway'Builditig.Codes.Inspection.FORMS\CxFNERAL INSPECTION REPORT.doc off(ce Use .GENERAL INSPECTION REPORT 3 Inspector: Town of Queensbury Ready at time,.'.-. Dept of Community Development Request received: 11/7-0 Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPAR anilpm Notes- - (518) 761-8256 Inspector's Initials NAME: PERMIT# LOCATION: a INSPECT ON(date): TYPE OF STRUCTURE: A1&j RECHECK N/A -YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection ftoin freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Poundation/Wallpour_ Reinforcement in Place - oundation/i Da p r fing Ba c P1 ing Under Slab Plumbing Vent/Vents in Place Ro5gh Plumbing_ ..NAting Rougulat low& Yn of R4 Foundation Walls Intekdri R- Foundation Walls Exterior R rr /V Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- —-------- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging__ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4-hour Firestopping_ L:\SueHemingway'auilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT-doc 0ffwe Use .GENERAL INSPECTION REPORT Inspector: [ time':. Town of Queensbury Ready at Dept. of Communio Development Request received. 0 6 Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARNVE-amlpm: DEPARTIr, Notes: 3? (518) 761-8256 lnspe X MW I MR�-7 ctor's Initials NAME: PERMIT# LOCATION: INSPECT ON(date): 1-7,1 ld2- T�� 1 f TYPE OF STRUCTURE: RECHECK N/A YE/iN, COMMENTS ers V. o ol' -ic Pour Fornz Reinforcement in Place V The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ 'Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place R igh Plumbing_ ,Ming o 311M. Inulat - Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R 17 - Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing__ Jack Studs/Headers Bracing/Bridging-- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemiiigway\Duilditig.Codes.Inspection.FORMS\GF-NERAL INSPECTION REPORT.doe Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPARO, (%M/pm Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# 4(yo LOCATION: INSPECT ON(date): 1 6 TYPE OF STRUCTURE: /RECHECK N/A YES ZOi COMMENTS ootings/Piers A I Monolithic Pour Form �einfbrcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site FoundationfWallpour Reinforcement in Place Foundation/Dampproofing_ Backfill,Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing_ Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping--------------L--j I L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORT.doc Office use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: t �IQ Meet: Building&Code Enforcement At time: 742 Bay Road Queensburj; NY 12804 ARRIVE am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# t�'y L_�__ LOCATION: INSPECT ON(date): o TYPE OF STRUCTURE: RECHECK N/A )MS NO COMMENTS 0 ootings/Piers t onolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Toundation/Wallpour Reinforcement in Place FoundatiorvDampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Pbsts/Main Beam, Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppi Ing- L:\SueHemiiigway',Buildiiig.Codes.[nspcction,FORMS\GF.NERAL NSPECTION REPORT.doc Office e Use ff,C -GENEFAL INSPECTION REPORT Inspector: Town of Queensbuty Ready at time:: .; Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: I: 3e 742 Bay.road Notes: Queensburj;, AT 12804 ARRIVE a Inspector: f tor-f y [Readat tim, Me t, e t time:41;. A o s. N te (518) 761-8256 Inspector's Initi NAME: �Gi PERMIT ii LOCATION; INSPECT ON(date): TYPE OF.STRUCTURE: RECHECK N/A YES NO COMMENTS �ootings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection fiom freezing for 48 hours following the placement of the concrete. Materials for this purpose on site 'Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping mi . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_- L-.\SueHemingway\Duilding.Codes.Iiispectio.i.FORMS\GF-NERAL INSPECTION REPORT.doe Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time Dept. of Community Development Request received: t L;L6 Meet: Building& Code Enforcement At time: 742 Bay Road otes: Queensbui3; AT 12804 ARRIVE am T "CPS, (518) 761-8256 Inspector's Initia Ins Rea dy 0 f Inspector: ady at time:Meet At time Notes F NAME: PER5miT# 266-,? -0 F LOCATION: INSPECT ON(date): le TYPE OF STRUCTURE: wt RECHECK N/A YES NO COMMENTS P0 s7ier-qoZlgithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place FoundatiorjJDarnpproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Wails It- 6z)+ Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Scaled Fire Wall 2,3,4 hour Firestoppin L:\SueHemiiigway'd3uilding.Codes.Inspecti on.FORMS\GENERAL INSPECTION REPORT-doe Office Use jENERAL INSPECTION REPORT Inspector: Town Of Queensbury Ready at time.,. . Dept. of Community Development Request received: 14 113 j 7 Meet: 7- Building& Code Enforcement At time: i = 3D 742 Bay Road A6 Notes: Queensburj), AT 12804 ARRIVE a a (518) 761-8256 Inspector's Initia NAME: C,-0-4645 PERMIT# LOCATION: 73 INSPECT ON(date): / TYPE OF STRUCTU RECHECK N/A YES NO COMMENTS �ootings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose o SIM "Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place__ Rough Plumbing Heating Rough-in Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed 'ire all1,3,1 hour - jres�tc 0 PPi. \SueHemiiigway\Building.Codes.hispcetion.FORMS\GENERAL INSPECTION REPORT.doe Office Use .GENERAL INSPECTIO PORT Inspector: Town ofQueensbury Ready at time: Dept. of Community Development Request received. 12- Meet: Building& Code Enforcement At time: 29, 742 Bay Road Notes: Queensburj,, NY 12804 ARRIVE]-jZo a T P am/(-12L- (518) 761-8256 Inspector's Initial's .77 NAME: EPERMIT LOCATION: :13" J INSPECT ON(date): 4- 2 C - TYPE OF STRUCTURE: RECHECK N/A YES i NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. )Materials for this purpose on site A -V'Foundation/Wallpour Y einforcement in Place oundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing \Aeating Rough-In nsulation Foundation Walls Interior R Foundation Walls Exterior R \7 Floors R- Walls R ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing__ Jack Studs/Headers Bracing/Bridgmig— Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4-hour Firestopping_ L:\SueHemiiigway\'Builditig.Codes.Inspectio.i.FORMS\GENERAL INSPECTION REPORT.doe f2rn Office Use .GENERAL IN C)TION MPOR r Inspector: Town ofQueensbury Ready at time., Dept of Community Development Request received: ll Meet: Building& Code Enforcement At time: .742 Bay Road V Queensburj� NY 12804 ARRIVE am ART 17 amcm Notes: (518) 761-8256 Inspector's Initiar NAME, aA,,`,3 PERMITj0_A9_'_Q_:? LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YE gi NO COMMENTS v--15ootings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing 6 E_ CJQ� rj for 48 hours following the placement of the concrete. )Materials for this purpose on site Cx—_- c� t4-Poundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill,Approval Plumbing Under Slab Plumbing Vent/Vents in Place ,Rough Plumbing_ Heating Rough- Insulation Foundation Walls Interior R- Foundation Walls Exterior R Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces Proper Vent,Attic Vent +� Frarning_ Jack Studs/Headers Bracing/Bridging Z Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier FireSeparation 1,2,3 our Penetration Scaled Fire Wall 2,3,4-hour Firestopping _ L:\SueHemiiigway'@uilding.Codes.inspection.FORMS\GF,NIERAL INSPECTION REPORT-doe Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time:.''. Dept, of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Notes: Queensbury, AY 12804 ARRIVE a yEi�ea"6P (518) 761-8256 Inspector's Ini PERMIT#NAME: Nd k�= %! LOCATION: INSPECT ON(date): 11J616Z- TYPE OF STRUCTURE RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Farm dv:N �A Z -T Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pin-pose on site 'FoundationVallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Ron Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent- Framing-- Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour_ Firestopping_. L-.\SueHemiiigway\Building.Codes.Inspection.FORMS\GENE.RAL INSPECTION REPORT-doe Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury t Ready at time.. Dept. of Community Development Request received: C I I A/ Meet: Building& Code Enforcement At time: 742 Bay Road E!P am otes: Queensbut3,, NY 12804 'ARRIVE amM (518) 761-8256 Inspector's Initial NAME: PERMIT#-2 002- LOCATION, INSPECT ON(date): f TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Xkaterials for this purpo site c undation/Wallp, (2--, Ag a F-D Reinforcement in Place V--A 0 CF-6, Foundation/Dampproofin Backfill Approval 9-1 � �(::7— Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interio R.- Foundation Walls Exterior Floors R- Walls R- ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour `� Firestopping_ L:\SueHemingway Building.Codes.ftispectio,i.FORMS\GENERAL INSPECTION REPORT.doo Office Use .GENERAL INSPECTION REPORT Inspector: Town ofQueensbuty Ready at time.. Dept. of Community Development Request received: ItAl� Meet: Building& Code Enforcement At time: 1--P�v 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART �mlpm Notes: (518) 761-8256 Inspector's Initials NAME; PERMIT# ZDUI,--M LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS ooting iers_-- Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. y11�aterials,for this purpo 014% undation/Wallpour_ vke-inforeement in Place_ f—ie LZII-Al Foundation/Dampproof ag___ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place --7 Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior X- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers lack Posts/Main B earn Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firesto ppmg— L:\SueHemitigway\Builditig.Codes.Iiispection.FORMS\GENERAL INSPECTION REPORT.doe Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time.. Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: [-,3d 742 Bay Road Queensbury, NY 12804 ARNVEk-,171�am RT amp Notes: [ (518) 761-8256 Inspector's Ini NAME: PERMIT LOCATION; INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES 0 COMMENTS -7�-Footings/Piers \/I, Monolithic Pour Form qO RT tA Wi io Reinforcement in Place The contractor is responsible for 0 7,T f R providing protection from freezing for 48 hours following the placement of the Concrete. Materials for this purpose on site 'Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing-_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Coiling R- Duct work or piping in . unheated spaces R- Proper Vent;Attic Vent Framing Jack Studs/Headers Bracing/Bridgm' g-- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour I Penetration Sealed Fire Wall 2,3,4 hour_ Firestoppin L:\SueHemiiigway\Building.Codes.Enspection.FORMS\GFN'BRAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: .Dept. of Community.Development .Request received.' Meet: .Building& Code Enforcement At time: 742.Bay.Road Queensburl; NY 12804 ARRIVE ���6am/p f EI' ',b an 'Notes: (518) 761-8256 Inspector's Initial r '--- NAME: ��-"`C�� � PERMIT# LOCATION: �,� . INSPECT ON(date): TYPE OF STRUCTURE: 1 l v►M E�LC RECHECK. P(s. —�'c�. N/AiYEIINO COMMENTS Footings/Piers ./Monolithic Pour Form .v Reinforcement in Place N The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site ,*FoundationVallpour Reinforcement in Place r� Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- _ Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping _ L:\SueHemingway\Building.Codes.Inspection.FORMS�GENERAL INSPECTION REPORT.doc CONSTRUCTION TECHNOLOGY CQ INSPECTION&TESTING DIVISION, P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 ji CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 33 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 03/07/03 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 20's:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 18196 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:SECTION Q SOUTHWEST CORNER LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 5765 / 4547 YARDAGE DELIVERED I SUBTOTAL: 10.00/ 50.00 TIME CONC. BATCHED/ARRIVED: 7.58/ 8.11 TIME PLACEMENT BEGAN-I-ENDED'-- 9.151 9.28—— CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.50 SLUMP ON ARRIVAL (INCHES): 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00 ) 5.00 ENTRAINED AIR (%VOL) (SPEC: 7.00 ) 1.20 UNIT WEIGHT (PCF) (SPEC: 148.18 CONCRETE TEMP. (F) (SPEC: 45 85 ) 54 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER; 18196- 18201 REMARKS: UNLESS-NOTED ALL TESTING IAW: ASTM: C31, C138, C143't C172, C173, C231, C470, C567, C617, C1064 CONCRET.EZUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3000 P.S.I.0—28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/10103 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 18196 03/14/03 7 76,500 C 2710 COARSE AGGREGATE#2: LBS. 18197 03/14/03 7 72,000 C 2550 COARSE AGGREGATE#3: LBS. 18198 04/04/03 28 97,500 C 3450 --FINE AGGREGATE: LSS.- -18199- 04/04/03 -28 - 100,000._C _3540 ADMIXTURE#1: OzS. 18200 04/0.4/03 28 98,500 C 3480 ADMIXTURE#2: Ozs. 18201 SPARE ADMIXTURE#3: Ozs. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D:HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTRUY 9ATECHNOLOGY TO O T. (NICE'T) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION. P.D.&T.S.. INC. 4 William Street, Ballston Lake,Ne"'York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 32 :PAGE*: 1 7 ASPEN DRIVE INSPECTION DATE: 01/23/03 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: Us:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: *16707 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 SCREEN PORCH FOUNDATION WALL LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 4563 1715466 YARDAGE DELIVERED/SUBTOTAL: 7.50/ 7.50 TIMECONC. BATCHED/ARRIVED: 3.00/ 3.10 TIME PLACEMENT BEGAN/ENDED: 3.151 3.40- CONCRETE AGE(HOURS) (SPEC: MAX:' 1.50) 0.67 SLUMP ON ARRIVAL (INCHES): 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.00 ENTRAINED AIR (%VOL) (SPEC: - 7.00) 5.50 UNIT WEIGHT (PCF) (SPEC: - 148.69 CONCRETE TEMP. .(F)--, (SPEC: 45 - 85) 59 NUMBER OFTEST SPECIMEN CAST 6 LABCYLINDER-CONTROL NUMBER.' 16707- 16712 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM_: C31, C138, C1 C172, C173, C231, C470, C567, C617, C1064 .CONCRETE SUPPLIER: JOINTA-GALLISHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C3C- CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/24103 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LES, CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT- LES. I NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LES. 16707 01/30/03 7 80,000 C 2830 COARSE AGGREGATE#2: LES. 16708 01/30/03 7 81,500 C 2880 COARSE AGGREGATE#3: LES. 16709 02/20/03 28 FINE AGGREGATE: LES. - 16710 02120/03 28 ADMIXTURE#1: Ozs. 16711 02/20/03 28 ADMIXTURE#2: OzS. 16712 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: 0zS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI, 7:MR.C.BOFFA,PBI.- 4:MR.D.HATIN,QTH 8-MR.-C.BAKER,ffbOi RESPECTFULLY, CONSTRUPYION TECHNOLOGY T (NICET) QO�,48 MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION. P.D.&T.S., INC. 4 William Street. Ballston Lake.New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 31 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 01/21/03 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATT'N: MR.JOHN GIESINK AMBIENT WEATHER: -Us:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 16623 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 SCREEN PORCH FOOTING LOAD NUMBER: TRUCK NUMBERMCKET NUMBER: 4563/715444 YARDAGE DELIVERED/SUBTOTAL: 4.50/ 4.50 TIME CONC. BATCHED/ARRIVED: 8.50 / 9.00 TIME PLACEMENT BEGAN/-ENDED:7- 9.10'/ 9.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.67 SLUMP ON ARRIVAL (INCHES): 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC:' - - 5.00 ) 4.00 ENTRAINED AIR (%VOL) (SPEC: - 7.00) 5.40 UNIT WEIGHT (PCF) (SPEC:' - 147.16 CONCRETE TEMP. (F) (SPEC-.' 45 - 85 ) 55 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER; 16623- 16628 REMARKS: UNLESS NOTED ALL TESTING JAW: ASTM: C31, C138, C143, C172, C1731 C231, C470,_C567, C617, C1064 CONCRETE SUPPLIER: - JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/22103 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#11: LBS. 16623 01/28/03 7 77,000 C 2720 COARSE AGGREGATE#2: LBS. 16624 01/28/03 7 75,500 C 2670 COARSE AGGREGATE#3: LBS. 16625 02/18103 28 FINE AGGREGATE: LBS. 16626 02/18/03 28 — ADMIXTURE#11: OzS. 16627 02/18/03 28 ADMIXTURE#2: OzS. 16628 SPARE ADMIXTURE#3: CzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:*SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3-MR.L.LARANJO,CHI 7:MR.C.SOFFA,PBI 4:MR.D.HATIN,QTH' 8:MR C.BAKER,'EDP RESPECTFULLY, CONS,TR 0 &HNOLOGY TOM LIN,S.E.T. (NICET). MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOL INSPECTION&TESTING DIVISION,P.D.&T.S., INCII&EIVED 4 William Street,Ballston Lake,New York- 12019 Phone: (518)399-1848 Fax:'(518)399-1913 FEB 1-9 2003 FILE COPY TOWN OF QUEENSSURY CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP BUILDING AW OOD, REPORT NUMBER: 30 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 01/15/03 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 AWN: '-- .- AMBIENT WEATHER: I�US:CLEAR R0JECT*�CE A�RS S ENIORI ING C0MMUN1Ty,QUEE7BURY.NY OUR FILE 6386 CN�_�ETEF�-E-L-D—-N-SP—�C10�� & JCOM P R E S S I ON TESTRESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:NORTH WING CORRIDOR@ ROOM 012&011 LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 4563/715394 YARDAGE DELIVERED/SUBTOTAL: 6.00/ 6.00 TIME CONC. BATCHED/ARRIVED: 9.45/ 10.00 TIME PLACEMENT BEGAN/ENDED: 10.351 11.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.25 SLUMP ON ARRIVAL (INCHES): 4.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00 ) 4.50 ENTRAINED AIR (%VOL) (SPEC: 7.00 ) 1.00 UNIT WEIGHT (PCF) (SPEC: 150.21 CONCRETE TEMP. (F) (SPEC: 45 85 ) 55 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 16386- 16391 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3600 P.S.I.6 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/16/03 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS, CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 16386 01/22/03 7 70,000 C 2480 COARSE AGGREGATE#2: LBS. 16387 01/22/03 7 70,500 C 2490 COARSE AGGREGATE#3: LBS. 16388 02/12/03 28 105,500 C 3730 FINE AGGREGATE: LBS. 16389 02/12/03 28 104,500 C 3700 -ADIMIXTURE#1: - OzS. 16390 02/12/03 28 107.000 C- 3780 ADMIXTURE#2: OzS. 16391 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.'T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.kATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, Co:NST TION TECHNOLOGY TO (NICET)" MANAGER-TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION, P.D.&T.S.,INC. =4 William Street.Ballston Lake. New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 28 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 01/08103 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: BRYAN CASAW #12 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 2Us:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION 16095 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:WEST WING:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 2 : SLAB ON GRADE:WEST WING:SITE SPECIFIC LOCATION MAP ON,FILE PLACEMENT LOCATION OF LOAD# 3 : SLAB ON GRADE:WEST WING:SITE SPECIFIC LOCATION MAP ON FILE' LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4554/715243 4563 / 715244 -4564 /715245 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONG. BATCHED/ARRIVED: 9.56/ 10.06 10.00 / 10.20 11.25 / 11.41 TIME PLACEMENT BEGAN/ENDED: 10.24/ 10.43 10.45 / 11.07 11.45 / 12.16 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.78 1.12 0.85 SLUMP ON ARRIVAL (INCHES): 6.50 6.00 6.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 6.50 1 6.001 6.501 ENTRAINED AIR (%VOL) (SPEC: - 7.00) 1.70 UNIT WEIGHT (PCF) (SPEC: - ) 152.25 CONCRETE TEMP. (F) (SPEC: 45 - 85) 63 60 61 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 16095- 16100 REMARKS: 1: PLACEMENT SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/09/03 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 16095 01/15/03 7 90,000 C 3180 COARSE AGGREGATE#2: LBS. 16096 01/15/03 7 88,500 C 3130 COARSE AGGREGATE#3: LBS. 16097 02/05/03 28 FINE AGGREGATE: LBS. 16098 02/05/03 28 ADMIXTURE#1: OZS. 16099 02/05/03 28 ADMIXTURE#2: OZS. 16100 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.,C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTR 7HNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S., INC. 4 William Street.Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 29 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 01/013/03 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: BRYAN CASAW #12 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 29s:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 16101 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF.LOAD# 1 FOOTING:EAST WING,INTERIOR LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 4559/715273 YARDAGE DELIVERED I SUBTOTAL: 11.00 / 11.00 TIME CONC. BATCHED/ARRIVED: 3.101 3.23 TIME PLACEMENT BEGAN/ENDED: 3.29/ 3.57 CONCRETE AGE(HOURS) (SPEC: MAX:' 1.56) 0.78 SLUMPONARRIVAL (INCHES): 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.00 ENTRAINED AIR (%VOL) (SPEC: - 7.00 ) 4.30 UNIT WEIGHT ' (PCF) (SPEC: - 146.65 CONCRETE TEMP. (F) (SPEC: 45 - 85) 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER1 16101- 16106 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED. 01/09/03 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE�fl: LBS. 16101 01/15103 7 70,500 C 2490 COARSE AGGREGATE#2: LBS. 16102 01/15/03 7 73,000 C 2580 COARSE AGGREGATE#3: LBS. 16103 02/05/03 28 FINE AGGREGATE: LBS. 16104 02/05/03 28 -ADMIXTURE#11: OZS. 16105' 02105/03 28 ADMIXTURE#2: OZS. 16106 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM 4� 1 4NT. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION &TESTING DIVISION. P.D.&T.S.. INC. 4'Williaiii Street. Ballston Lakc. New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 27 :PAGE#: I 7 ASPEN DRIVE INSPECTION DATE: 12/23102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: .3ft CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 15716 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:WEST WING,CENTER PLACEMENT LOCATION OF LOAD# 2 : FOOTING:WEST WING,CENTER,LIFT 2 PLACEMENT LOCATION OF LOAD# 3 FOOTING:WEST WING,CENTER,LIFT 3 LOAD NUMBER: 1 2 3 TRUCK NUMBERITICKET NUMBER: 4562/715039 4559 / 715040 4545 /715041 YARDAGE DELIVERED/SUBTOTAL: 10.75/ 10.75 10.75 / 21.50 10.75 / 32.25 TIME CONC. BATCHED/ARRIVED: 2.301 2.47 235 / 2.55 2.42 / 2.55 TIME PLACEMENT BEGAN/ENDED: 2.55/ 3.05 3.00 1 3.10 3.10 / 3.18 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 0.58 0.58 - 0.60 SLUMP ON ARRIVAL (INCHES): 5.00 4.50 4.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 5.00 4.50 4.50 ENTRAINED AIR (%VOL) (SPEC: 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: 145.12 CONCRETE TEMP. (F) (SPEC: 45 - 85) 60 60 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 15716- 15721 REMARKS: UNLESS NOTED ALL TESTING JAW: ASTM: C31, C138, C14 , C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/24102 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 15716 12/30/02 7 75,000 C 2650 COARSE AGGREGATE#2: LBS. 15717 12/30/02 7 74,000 C 2620 COARSE AGGREGATE#3: LBS. 15718 01/20/03 28 FINE AGGREGATE: LBS. 15719 01/20/03 28 ADMIXTURE#1: OZ8. 15720 01120/03 28 ADMIXTURE#2: OzS. 15721 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE- 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTF CONsTq,ALY,TECHNOLOGY e��11 7 -CrM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION. P.D.&T.S.. INC. 4 William Street. Ballston Lake.New York 12019 Plione: (518)399-1848 Fix: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 26 :PAGE M 1 7 ASPEN DRIVE INSPECTION DATE: 12123/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATT'N: MR.JOHN GIESINK AMBIENT WEATHER: 30's:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 15686 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS - PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. PLACEMENT LOCATION OF LOAD# 2 : SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE., PLACEMENT LOCATION OF LOAD# 3 : SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4562 /715005 4546 / 715006 4560 /715007 YARDAGE DELIVERED/SUBTOTAL: 10.00 / 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED/ARRIVED: 6.52 / 7.05 7.05 / 7.10 715 / 7.30 TIME PLACEMENT BEGAN/ENDED: 7.15/ 7.25 7.26 / 7.48 7A9 / 7.50 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.55. 0.72 0.58 SLUMP ON ARRIVAL (INCHES): 4.50 5.00 4.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.50 5.00 4.50 ENTRAINED AIR (%VOL) (SPEC: - 7.00 ) 1.80 UNIT WEIGHT (PCF) (SPEC: - 151.23 CONCRETE TEMP. (F) (SPEC: 45 - 85) 55 60 56 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 15686- 15691 REMARKS: SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12124/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER ' DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 15686 12/30/02 7 100,000 C 3540 COARSE AGGREGATE#2: LBS. 15687 12/30/02 7 101,000 C 3570 COARSE AGGREGATE#3: LBS. 15688 01/20/03 28 FINE AGGREGATE: LBS. 15689 01/20/03 28_, ADMIXTURE#1: OzS. 15690 01120/03 28 ADMIXTURE#2: OzS. 15691 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D.HATIN,QTH 8:MR.C.,BAKER,EDP RESPECT LILLY, CON��Ic N TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION, P.D.&T.S.. INC. 4 William Street. Ballston Lake. New York 12019 Plione: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 26 :PAGE#: 2 .7 ASPEN DRIVE INSPECTION DATE: 12/23/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 30's:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION- 15692 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. PLACEMENT LOCATION OF LOAD# 5 SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE., PLACEMENT LOCATION OF LOAD# 6 SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. LOAD NUMBER: 4 5 6 TRUCK NUMBER/TICKET NUMBER: 4555 1715008 4561 / 715009 4545 /715010 YARDAGE DELIVERED I SUBTOTAL: "10.00 / 40.00 10.00 / 50.00 10.00 60.00 TIME CONC. BATCHED I ARRIVED: 730 1 7.45 7.35 / 7.50 7.46 1 7.58 TIME PLACEMENT BEGAN/ENDED: 7.52 / 8.00 7.55 / 8.15 8.20 8.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0,50. 0.67 0.73 SLUMP ON ARRIVAL (INCHES): 4.00 5.00 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 5.00 5.00 ENTRAINED AIR (%VOL) (SPEC: - 7.00 ) 1.80 UNIT WEIGHT (PCF)' (SPEC: - 150.26 CONCRETE TEMP. (F) (SPEC: 45 - 85) 56 58 56 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 15692 - 15697 REMARKS: SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/24/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 15692 12/30/02 7 98,000 C 3470 COARSE AGGREGATE#2: LBS. 15693 -12/30/02 7 97.500 C 3450 COARSE AGGREGATE#3: LBS. 15694 01/20/03 28 FINE AGGREGATE: LBS. 15695 01/20/03 28 ADMIXTURE#1: ozS' 15696 01/20/03 28 ADMIXTURE#2: OzS. 15697 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D:HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONST TI TECHNOLOGY T yiZLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION. P.D.&T.S.. INC. 4 William Street. Ballston Lake.New York 12019 Plione: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 26 :PAGE#: 3 .7 ASPEN DRIVE INSPECTION DATE: 12/23/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATTN: MR.JOHN GIEBINK AMBIENT WEATHER: 39s:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 7 : SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. PLACEMENT LOCATION OF LOAD# 8 SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE... PLACEMENT LOCATION OF LOAD# 9 SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. LOAD NUMBER: 7 8 TRUCK NUMBER/TICKET NUMBER: 4558 /715011 4557 1 715012 4562 /715013 YARDAGE DELIVERED/SUBTOTAL: 10.00 t 70.00 10.00 t 80.00 10.00 / 90.00 TIME CONC, BATCHED I ARRIVED: — 8.65/ 8.15 8.08 1 8.19 8.20 / 8.31 TIME PLACEMENT BEGAN/ENDED: 8.31 / 8A6 8.50 9.12 9.15 / 9.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.68 1.07 1.17 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 4Z0 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00 ) 5.00 5.00 4.50 ENTRAINED AIR (%VOL) (SPEC: 7.00) UNIT WEIGHT (PCF) . (SPEC: CONCRETE TEMP. (F) (SPEC: 45 85 ) 58 58 59 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER! REMARKS: SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470,C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12124102 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE:- LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: CzS. ADMIXTURE#3: 0zS. AIR ENTRAINING AGENT: 0zS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D.HATIN,QTH S:MR.C.BAKER,EDP RESPECTFULLY, CONSTR7TIO TECHNOLOGY T04JO/SLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION. P.D.&T.S.. INC. 4 William Street. Ballston Lakc. New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 26 :PAGE#:4 .7 ASPEN DRIVE INSPECTION DATE: 12/23t02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 023.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATrN: MR.JOHN GIEBINK AMBIENT WEATHER: 49s:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 15698 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# lo : SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. PLACEMENT LOCATION OF LOAD# 11 SLAB ON GRADE:NORTH WING:(TEST CYLS.15704-15709 CAST ON 0`n�P_10:05am) PLACEMENT LOCATION OF LOAD# 12 SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. LOAD NUMBER: - 10 11 12 TRUCK NUMBER/TICKET NUMBER: 4546/715014 4560 / 715017 4559 /715018 YARDAGE DELIVERED/SUBTOTAL: 10.00 / 100.00 10.00 / 110.00 10.00 / 120.00 TIME CONC. BATCHEDI ARRIVED: 8.20/ 8,30 8.30 / 8.45 9.00 9.15 TIME PLACEMENT BEGAN/ENDED: 9.35/ 9.58 10.00 1 1025 10.30 10AS CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.631 1.921 1.751 SLUMP ON ARRIVAL (INCHES): 5.50 6.00 5.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 5.50 1 6.00 1 5.751 ENTRAINED AIR (%VOL) (SPEC: - 7.00) 1.60 1.10 UNIT WEIGHT (PCF) (SPEC: 149.70 151.73 CONCRETE TEMP. (F) (SPEC: 45 85 ) 60 60 60 NUMBER OF TEST SPECIMEN CAST 6 6 LAB CYLINDER CONTROL NUMBER! 15698- 15703 15704 - 15709 REMARKS: 1: SLUMP IS AFTER PLASTICIZER ADDITION:LOAD 1011,112:OVERTIME. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED. 12124/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL, COARSE AGGREGATE#1: LBS. 15698 12/30/02 7 93.500 C 3310 COARSE AGGREGATE#2: LBS. 15699 12/30/02 7 97,000 C 3430 COARSE AGGREGATE#3: LBS. 15700 01/20/03 28 FINE AGGREGATE:• -LBS. 15701 01/20/03. 28- - - ADMIXTURE#1: OzS. 15702 01/20/03 28 ADMIXTURE#2: OzS. 15703 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. 15704 12/30/02 7 97,000 C 3430 15705 12/30/02 7 99,000 C 3500 REPORT DISTRIBUTION: 15706 01/20/03 28 1:FILE 5:MR.N.BUNKOFF,BGC 15707 01/20/03 28 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 15708 01/20/03 28 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 15709 SPARE 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CO7NSTTIO TECHNOLOGY JOSLIJ T JOSLIN,S.E.T. (NiCET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION. P.D.&T.S., INC. 4 William Street,Ballston Lake, New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 26 :PAGE#: 5 7 ASPEN DRIVE INSPECTION DATE: 12/23/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATTN: MR.JOHN GIEBINK AMBIENT WEATHER: 30's:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY,NY. OUR FILE LOCATION: ' CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 13 : SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. PLACEMENT LOCATION OF LOAD# 14 : SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE.l PLACEMENT LOCATION OF LOAD# 15 : SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. LOAD NUMBER: 13 14 15 TRUCK NUMBER/TICKET NUMBER: 4561 /715019 4545 / 715020 4562 /715025 YARDAGE DELIVERED/SUBTOTAL; 10.00 / 130.00 10.00 1 140.00 8.00 1 148.00 TIME CONC, BATCHED/ARRIVED: 10.15/ 1030 10.27 1 10.40 11.16 / 11.30 TIME PLACEMENT BEGAN/ENDED: 10.45/ 11.00 11.02 t 11.20 11.33 / 11.40 CONCRETE AGE(HOURS) (SPEC: MAX: 1,50) 0.75 0.88 OAO SLUMP ON ARRIVAL (INCHES): 6.00 6.50 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 6.00 1 6.501 6.00 1 ENTRAINED AIR (%VOL) (SPEC: - 7.00 UNIT WEIGHT (PCF) (SPEC: - CONCRETE TEMP. (F) (SPEC: 45 - , 85) 60 60 60 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER! REMARKS: 1: SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C2319 C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/24102 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: - - LBS. ADMIXTURE#1: oZS. ADMIXTURE#2: ozs. ADMIXTURE#3: ozs. AIR ENTRAINING AGENT: ozs. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.-C.BAKER,EDP RESPECTFULLY, CONST T TECHNOLOGY T::VSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. *0 'NSTRUCTION TECHNOLOGY, SPECTION&TESTING DIVISION, P.D.&T.S.. INC. William Street. Ballston Lake, New York 12019 p P e. -1848 Fax: (5 18)399-1913 hone: (518)399 01 ll T. CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 26 :PAGE#: 6 7 ASPEN DRIVE INSPECTION DATE: 12/23/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 AT7N: MR.JOHN GIEBINK AMBIENT WEATHER: 30's:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 15710 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 16 SLAB ON GRADE:NORTH WING:SITE SPECIFIC LOCATION MAP ON FILE. LOAD NUMBER: 16 TRUCK NUMBER/TICKET NUMBER: 4546/715026 YARDAGE DELIVERED I SUBTOTAL: 10.00 156.00 TIME CONC. BATCHED/ARRIVED: 11.15 1125 TIME PLACEMENT BEGAN/ENDED: 11.401 11.55 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.67 SLUMP ON ARRIVAL (INCHES): 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IFAPPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 6.001 ENTRAINED AIR (%VOL) (SPEC: - 7.00) 1.50 UNIT WEIGHT (PCF) (SPEC: - 150.25 CONCRETE TEMP. (F) (SPEC: 45 - 85) 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 15710- 15715 REMARKS: ' 1: SLUMP IS AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/24102 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 15710 12/30/02 7 107,000 C 3780 COARSE AGGREGATE#2: LBS. 15711 12/30/02 7 105,000 C 3710 COARSE AGGREGATE#3: LBS. 15712 01/20103 28 FINE AGGREGATE: --'--LBS. 15713 01/20/03 ADMIXTURE#1: OzS. 15714 01/20/03 28 ADMIXTURE#2: OzS. 15715 SPARE ADMIXTURE#3: OZS.' AIR ENTRAINING AGENT- OzS, REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONST CTION TECHNOLOGY :7JOISVIN,S.E.T. (NICEI) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION, P.D.&T.S.. INC. 4 William Street..Ballston Lake. New York t2019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 25 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 12119/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 AT7N: MR.JOHN GIEBINK AMBIENT WEATHER: 49s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY,NY. OUR FILE LOCATION: 15553 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATIONI OF LOAD# 1 FOUNDATION WALL:NORTH WING,GARAGE LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 4560/714924 YARDAGE DELIVERED I SUBTOTAL: 11.501 11.50 TIME•CONC.-BATCHED-1-ARRIVED: 1-50/ 2.05 TIME PLACEMENT BEGAN/ENDED: 2.20 / 2.55 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.08 SLUMP'ON ARRIVAL (INCHES): 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 6.00 UNIT WEIGHT (PCF) (SPEC: - 148,69 CONCRETETEMP. fl- .(SPEC:- 45,- 85 ) 65 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER; 15553- 15558 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM- C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER:— ' ' JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 ,CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12120/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 15553 12/26/02 7 92,500 C 3270 COARSE AGGREGATE#2: LBS. 15554 12/26/02 7 90,000 C 3180 COARSE AGGREGATE#3: LBS. 15555 01/16/03 28 125,500 C 4440 FINE AGGREGATE: LBS. 15556 01/16103 28 121,000 C 4280 ADMIXTURE#1: OzS. 15557 01/16/03 28 123,500 C 4370 ADMIXTURE#2: CzS. 15558 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR,T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBl 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, ,c ONSTRUCT NTECHNOLOGY Tome�?S,CONSTRUCT (NICE'T"" ' MANAGER,TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY, INSPECTION&TESTING DIVISION. PDA T.S., INC. 4 William Street.Ballston Lake,New York- 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 24 :PAGE#: i 7 ASPEN DRIVE INSPECTION DATE: 12/18/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATTN: MR.JOHN GIEBINK AMBIENT WEATHER: 39s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 15451 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : WEST WING,WEST WALL PLACEMENT LOCATION OF LOAD# 2 : WEST WING,WEST WALL LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 45611714899 4559 / 714904 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 / 20.00 TIME CONC. BATCHED/ARRIVED: 1.55/ 2.05 2445 / 3.05 TIME PLACEMENT BEGAN ENDED: 210 2.50 3.10 / 3.45 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.92 1.00 SLUMP ON ARRIVAL (INCHES): 4.50 r 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP{INCH) (SPEC: - 5.00 ) 4.50 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: 147.16 CONCRETE TEMP. (F) (SPEC: 45 85) 65 65 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 15451- 15456 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138,C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/19/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT; LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 15451 12/25102 7 94,000 C 3330 COARSE AGGREGATE#2-. LBS. 15452 12/25/02 7 96,500 C 3410 COARSE AGGREGATE#3: LBS. 15453 01/15/03 28 127,500 C 4510 FINE AGGREGATE: LBS. 15454 01/15/03 28 124,560 C 4400 ADMIXTURE#1: OZS. 15455 01/15/03 28 129,000 C 4560 ADMIXTURE#2: 0zS. 15456 'SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTRUC ION TECHNOLOGY TOM 4YJ11N,SE.T. (NICET) MANAGER TECHNICAL SVCS, CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION. P.D.&T.S., INC. 4 William Street, Ballston Lake. New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 23 :PAGE#: I 7 ASPEN DRIVE INSPECTION DATE: 12/17/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATT'N: MR.JOHN GIEBINK <3010:�- AMBIENT WEATHER: 30's:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBU�VN(� OUR FILE LOCATION: 15421 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION REINFORCEMENT ACCEPTABLE FOR SIZE,LOCATION,SPACING,CLEANLINESS,&COVER: YES: NIA: X PLACEMENT LOCATION OF LOAD# I FOOTING:GARAGE LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 4546/714884 YARDAGE DELIVERED/SUBTOTAL: 11.00 / 11.00 TIME CONIC. BATCHED./ARRIVED: 2.131 235 TIME PLACEMENT BEGAN,/ENDED: 2.45 / 3.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.28 SLUMP ON ARRIVAL (INCHES): 4,00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.20 UNIT WEIGHT (PCF) (SPEC: - 144.61 CONCRETE- TEMP. (F) -(SPEC: 45 - 85 ) 65 NUMBER OF,TEST SPECIMEN CAST 6 LAB CYLINDER CONTRO,L NUMBER! 15421- 15426 REMARKS: U1ULE$S NOTED ALL TESTING IAW: ASTIM: C31, C138, C143, C172, C173, C2319 C470, C567, C617, C1064 601\16RETE SUPPLIER:- --- - - ---JOINTA-GALUSHACONCRETE.-INC.- -"-'- CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/18/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT- LBS. CYLINDER 'TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 15421 12/24/02 7 80,000 C 2830 COARSE AGGREGATE#2: LBS. 15422 12/24/02 7 82,000 C 2900 COARSE AGGREGATE#3: LBS. 15423 01/14/03 28 124,500 C 4400 FINE AGGREGATE: LBS. 15424 01/14/03 28 122,500 C 4330 ADMIXTURE#1: 0ZS. 15425 01114103 28 125,000 C 4420 ADMIXTURE#2: ozsg 15426 SPARE ADMIXTURE#3: QZS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.'L..LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QT 8:MR.C BAKER,EDP H RESPECTFULLY, ' X�" C 0 1 dN'TtC1HNOLQ'dY-- �_ '11 JOSL T ICET) M S.VCS: CONSTRUCTION TECHNOLOGY INSPECTION &TESTING DIVISION. P.D.&T.S.. INC. 4 William Street. Ballston Lake. New York 12019 Phone: (518)399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 22 :PAGE#: I 7 ASPEN DRIVE INSPECTION DATE: 12/13/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: BOB BEGAN #6 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 30's;CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 15310 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION REINFORCEMENT ACCEPTABLE FOR SIZE,LOCATION,SPACING,CLEANLINESS,&COVER: YES I N/A: X PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:WEST WING,SOUTH WALL PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:WEST WING,SOUTH WALL,LIFT 2 PLACEMENT LOCATION OF LOAD# 3 : FOUNDATION WALL:WEST WING,SOUTH WALL,LIFT 3 LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4559 /714840 4546 1 714846 4565 1714847 YARDAGE DELIVERED I SUBTOTAL: 10.00/ 10.00 10.00 1 20.00 10.00 / 30.00 ---TIPi,E-COi4C-.-BA-iCHED/ARPP4ED: 12.50/ 1.01 1.15 1 -1,25 1.55 / 2.03- - TIME PLACEMENT BEGAN/ENDED: 1.05 1.25 1.34 1 1.58 '2.07 / 2.35 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.58 '032 0.67 SLUMP ON ARRIVAL (INCHES): 5.00 f 415 4.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 5.00 4.75 4.50 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 4.80 UNIT WEIGHT (PCF) •(SPEC: - 142.07 CONCRETE TEMP. -(F) (SPEC: 45 85 ) 64 64 65 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER; 15310- 15315 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C14 C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: - - - - JOINTA-GALUSHACONCRE-TE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: .3500,P.S.L @ 28.DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12116/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: I LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 15310 12/20/02 7 68,000 C 2410 COARSE AGGREGATE#2: LBS. 15311 12/20/02 7 70,500 C 2490 COARSE AGGREGATE#3: LEIS. 15312 01/10/03 28 111,000 C 3930 FINE AGGREGATE: LBS. 15313 01/10/03 28 112,000 C 3960 -,-. . .-ADM,IX,TURE.#I: OZ& 15314 01/10/03 -28 114,000 C 4030 ADMIXTURE#2: Ozs' 15315 SPARE ADMIXTURE#3: 0zS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR,N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR-C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP 'p RESPECTFULLY,- CONST'RU N ECHNOLOGY . TOM Ezs I '46-SL N,S.t..T. NICE T)— MANAGER-TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY r INSPECTION&TESTING DIVISION, P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Plione: (518)399-1848 Fax: (518)399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 22 :PAGE#: 2 7 ASPEN DRIVE INSPECTION DATE: 12/13/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: BOB BEHAN #6 ATTN: MR.JOHN GIEBINK AMBIENT WEATHER: 39s:CLEAR PROJECT:_ CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION REINFORCEMENT ACCEPTABLE FOR SIZE,LOCATION,SPACING,CLEANLINESS,&COVER: YES: NIA: X PLACEMENT LOCATION OF LOAD# 4 : FOUNDATION WALL:WEST WING,SOUTH WALL,LIFT 4 LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 4566 1714848 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 40.00 TIME CONC. BATCHED/ARRIVED: 2.15/ 2.30 TIME PLACEMENT BEGAN/ENDED: 2.41 / 3.05 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.83 SLUMP ON ARRIVAL (INCHES): 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: —PLACEMENT PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85 ) 65 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER: REMARKS: UNLESS NOTED ALL TESTING JAW: ASTM: C31, C138 C143, C172,_C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE;-INC.`- CONCRETE-TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED'ALL CYUNDERS'RECEIVED: 12/16/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER, TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. - COARSE AGGREGATE#2r LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,CITH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 1201.9 Phone: (518) 399-1848 Fax: (5 18) 3)99-19 1 3) CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 21 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 12/10/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATT`N: MR.JOHN GIEBINK AMBIENT WEATHER: 39s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 15151 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:WEST WING,SOUTH WALL PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:WEST WING,SOUTH WALL LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4561 /714764 4545 / 714765 YARDAGE DELIVERED/SUBTOTAL: 11.25 f 1125 11.25 / 22.50 TIME CONC. BATCHED/ARRIVED: 2.20 / 2.35 2.57 / 3.10 TIME PLACEMENT BEGAN/ENDED: 2.45 / 3.11 .3.15 / 3.45 CONCRETE AGE(HOURS) (SPEC: MAX:' 150 0.85 0.80 SLUMP ON ARRIVAL (INCHES): 4.50 4.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.50 4.25 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 5.50 UNIT WEIGHT (PCF) (SPEC: - 149.20 CONCRETE TEMP. (F) (SPEC: 45 - 85 ) 60 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER11 15151- 15156 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12111/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER. GAL. COARSE AGGREGATE#1: LBS. 15151 12/17102 7 92,500 C 3270 COARSE AGGREGATE#2: LBS. 15152 12/1 7/02 7 90,000 C 3180 COARSE AGGREGATE#3: LBS. 15153 01107/03 28 127,500 C 4510 FINE AGGREGATE: LBS. 15154 01/07/03 28 125,000 C 4420 ADMIXTURE#1: OZ8. 15155 01/07/03 28 129,000 C 4560 ADMIX URE#2: OzS. 15156 SPARE -- ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR:C.BAKER,EDP RESPECTFULq, CONSTR �CHNOLOGY TO:;�07SLIN (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, Now York 12019' Plione: (518) 399-1848 Fax: (5 18) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 20 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 12/09102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 20's:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY,NY. OUR FILE LOCATION: 15046 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# I FOOTING:WEST WING,WEST WALL LOAD NUMBER: I TRUCK NUMBERMCKET NUMBER: 4562 /714736 YARDAGE DELIVERED/SUBTOTAL: 10.00 / 10.00 TIME CONC, BATCHED/ARRIVED: 2.40/ 2.58 TIME PLACEMENT BEGAN FENDED: 3.054 3.30 CONCRETE AGE(HOURS) (SPEC: MAX:* 1.56 ) 0.83 SLUMP ON ARRIVAL (INCHES): 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 5.50 UNIT WEIGHT (PCF) (SPEC: - 148.69 CONCRETE TEMP. (F) (SPEC: 45 85,)- 60- NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 15046- 15051 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER:"- - JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500-P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED. 12/10/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 15046 12/16/02 7 100,500 C 3560 COARSE AGGREGATE#2: LBS. 15047 12/16/02 7 97,000 C 3430 COARSE AGGREGATE#3: LBS. 15048 01/06/03 28 139,000 C 4920 FINE AGGREGATE: LBS. 15049 01/06103 28 137,500 C 4860 ADMIXTURE#1: OzS. 15050 01/06103 28 141,000 C 4990 ADMIXTURE#2: Ozs. 15051 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: 0zS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY',`- CONSTFAXTIQAITECHNOLOGY 6�--/-01-S*LIN,S.E.T, (NICET) IANA6'E*`R! TEC' HNICAL-'S'V'C!`S'.-' CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street. Ballston Lake, New York 12019 Phone: (518) 399-1848 Fxx: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 19 :PAGE#: I 7 ASPEN DRIVE INSPECTION DATE: 12106/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER:' 921001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATTN; MR.JOHN GIEBINK AMBIENT WEATHER: 39s:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY,NY. OUR FILE LOCATION: 15046 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 FOOTING:EAST WING,EAST WALL PLACEMENT LOCATION OF LOAD# 2 FOOTING:EAST WING,EAST WALL LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4568 /714698 4557 1 714699 --YARDAGE.DELIVERED/SUBTOTAL: 11.75 / 11.75 11.75 / 23.50 TIME CONC. BATCHED/ARRIVED: 2.25 / 2.45 2.40 1 3.00 TIME PLACEMENT BEGAN/ENDED: 2.50/ 3.10 .3.11 1 3.30 CONCRETE AGE(HOURS) (SPEC: MAX:' 1.56 ) 0.75 0.83 SLUMP ON ARRIVAL (INCHES): 6.00 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 6,00 1 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 5,00 UNIT WEIGHT _(PCF) (SPEC: - 144.61 CONCRETE TEMP.. (F)-,, (SPEC: 45 85 ) 60 65 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER!- _15646'_ 15051- REMARKS: .' 1: CONTRACTOR NOTIFIED:LOAD 1:SLUMP UNLESS NOTED ALL TESTING 1AW: ASTM: C31, C138, C143, C172, C173, C2319 C470, C567, d617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S:.I-.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/09/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S1 WATER: GAL. COARSE AGGREGATE#1: LBS. 15046 12/13/02 7 77,500 C 2740 COARSE AGGREGATE#2: LBS. 15047 12/13/02 7 75,000 C 2650 COARSE AGGREGATE#3: LBS. 15048 01/03/03 28 110,000 C 3890 FINE AGGREGATE: LBS. 15049 01/03/03 28 112,500 C 3980 ADMIXTURE#1: OzS. 15050 01/03/03 28 109,000 C 3860 ADMIXTURE#2: OzS. 15051 SPARE ADMIXTURE#3: 0zS. AIR ENTRAINING AGENT: 0zS. REPORT DISTRIBUTION: 1:FILE- , I . 5:MR.N.-BUNKOFF,BGC 2:.SUPPLIER. 6:MR.T.SPAGNOLETTI,CCI 3:MR.L'LARANJO,CHI- 7:MR.C.BOFFA,PBI- 8:MR..C.BAKER,EDP RESPECTFULLY,,', CONSTRUCTION TECHNOLOGY TOM JOSLIN7S�.E.1 ( T) MANAGER TECHNICAL SVCS. C` IVSTRUCTION TECHNOLOGY- INSPECTION & TESTING DIVISION. P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 Plione: (518) 399-1848 Fax: (518) _3)99-19 131 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 18 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 12/05/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: CLAUS CASPER #10 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 2Us:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 14995 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS - PLACEMENT LOCATION OF LOAD# 1 : FOOTING:EAST WING,INTERIOR PLACEMENT LOCATION OF LOAD# 2 : FOOTING:EAST WING,INTERIOR LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4557 714651 4563 / 714652 YARDAGE DELIVERED I SUBTOTAL: . 11.50/ 11.50 11,50 1 23.00 TIME CONC. BATCHED/ARRIVED: 10.05/ 10.22 11.05 / 11.15 TIME PLACEMENT BEGAN ENDED: 10.321 11.14 11.17 / 11',50 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.15 0.75 SLUMP ON ARRIVAL (INCHES): 4.25 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.25 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 6.20 UNIT WEIGHT (PCF) (SPEC: - 146.14 CONCRETE TEMP. (F) (SPEC: 45 85 ) 61 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 14995- 15000 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE-DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12106/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 14995 12112/02 7 87,000 C 3080 COARSE AGGREGATE#2: LBS. 14996 12/12/02 7 89,000 C 3150 COARSE AGGREGATE#3: LBS. 14997 01/02103 28 117,500 C 4160 FINE AGGREGATE: LBS. 14998 01102/03 28 118,000 C 4170 ADMIXTURE#1: OZS. 14999 01/02/03 28 ADMIXTURE#2: OZS. 15000 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTR TECHNOLOGY T SLIN S E.T. (NICET) MANAGER TECHNICAL SVCS. RUCTION TECHNOLOGY & TESTING DIVISION. P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 plione: (518) 3399-1848 Fax: (518) 399-1913 CLIENT:: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 17 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 12/04102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&JEST SET: BRYAN CASAW #12 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 39s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: '14944 .CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS - PLACEMENT LOCATION OF LOAD# I : FOOTING:EAST WING,INTERIOR PLACEMENT LOCATION OF LOAD# 2 : FOOTING:EAST WING,INTERIOR PLACEMENT LOCATION OF LOAD# 3 : FOOTING:EAST WING,INTERIOR LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4545 /714620 4558 / 714621 .4559 /714622 YARDAGE DELIVERED/SUBTOTAL: 10.00 / 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED/ARRIVED: 1.124 1.25 1.20 / 1.32 1.31 / 1.45 TIME PLACEMENT BEGAN/ENDED: 1,49 / 2.21 2.25 / 2.49 2.53 / 3.20 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.15 11.48 1.821 SLUMP ON ARRIVAL (INCHES): 4.00 4.00 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 4.00 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 6.90 UNIT WEIGHT (PCF) (SPEC: - 14158 CONCRETE TEMP. (F) (SPEC: 45 85 ) 60 58 61 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER; 14944- 14949 REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 3:OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE.SUPPLIER:--: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12105/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 14944 12/11/02 7 77,000 C 2720 COARSE AGGREGATE#2: LBS. 14945 12/11102 7 75,000 C 2650 COARSE AGGREGATE LBS. 14946 01/01/03 28 108.500 C 3840 FINE AGGREGATE: LBS. 14947 01/01/03 28 110,000 C 3890 ADMIXTURE#1: OzS. 14948 01/01/03 28 109.000 C 3860 _ADMIXTURE42: OzS. 14049 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY;,:, PqNkTI IPNTFPHNOLOGY ,i MO LIWS E'T (NICET) MANAGER.TECHNICAL SVQS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street,Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 16 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 12/03/02 SOUTH BURLINGTON,VERMONT. 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: CLAUS CASPER #10 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: TEEN*s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY,NY. OUR FILE LOCATION: 14860 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 ELEVATOR PIT WALLS LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 4542 /714598 YARDAGE DELIVERED/SUBTOTAL: 3.50 / 3.50 TIME CONC. BATCHED I ARRIVED: 1.55/ 2.10 TIME PLACEMENT BEGAN/ENDED: 2.20 / 2.40 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.75 SLUMP ON ARRIVAL (INCHES): 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 4.30 UNIT WEIGHT (PCF) (SPEC: - 144.10 CONCRETE TEMP. -(F) . (SPEC: 45— 85 ) 63 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 14860- 14865 --'-REMARKS: :-,UNLESS NOTED ALL TESTING IAW:' ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CO.NCREtE'SUPPLIEk: '-' JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE'DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS - UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/04/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#11: LBS. 14860 12/10/02 7 72,000 C 2550 COARSE AGGREGATE#2: LBS. 14861 12/10/02 7 75,500 C 2670 COARSE AGGREGATE#3: LBS. 14862 12/31/02 28 114,500 C 4050 FINE AGGREGATE: LBS. 14863 12131/02 28 116,000 C 4100 ADMIXTURE#11: OzS. 14864 12/31/02 28 113,000 C 4000 ....ADMIXTURE*2: CzS. 14665 SPARE ADMIXTURE#3: 0zS. AIR ENTRAINING AGENT: 0zS. REPORT DISTRIBUTION: 1:FILE 5:MR,N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANIJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D.HATIN,QTH 8:MR.C,,BAKER,EDP RESPECTFULLY, C _TECHNOLOGY o - 7- O - V T T O�I/N S.E. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 . CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 16 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 12110/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 FIELD INSPECTOR: SCOTT ROBBINS ATT'N: MR.JOHN GIEBINK PROJECT CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY, NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 3963 11.1 107.2 SAND,fine/medium;trace Silt/Clay BORROW:HOME DEPOT 3987 10.1 112.9 SAND,fine;trace Silt/Clay;trace fine Gravel SAMPLE-2 4001 7.4 137.6 SAND,medium;and fine Gravel:trace SiltIClay BORROW:O'CONNOR FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOUNDATION SYSTEM BACKFILL:WEST WING ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: WEST WING NORTHWEST BUILDING CORNER COMPACTION REQUIREMENTS 95 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT 1 3987 F.G.-7.00' INTERIOR BACKFILL(cD-NW BLDG CORNER,5-S 3.3 % 107.8 95.5 % 2 3987 F.G,-7.09 INTERIOR BACKFILL 0,NW BLDG CORNER,25-S 3.8 % 107.3 95.0 % 3 3987 F.G.-7.00' INTERIOR BACKFILL(cb NW BLDG CORNER,5-E 3.7 % 108.2 95.8 % 4 3987 F.G.-TOU INTERIOR BACKFILL(cD NW BLDG CORNER,25'E 3.5 % 109,0 96.5 % 5 3987 F.G.-7.00' INTERIOR BACKFILL(j NW BLDG CORNER,50-E 4.0 % 108.4 96.0 % 6 3987 F.G.-7.09 INTERIOR BACKFILL(cD NW BLDG CORNER,100'E 3.8 % 107.6 95.3 % 7 3987' F.G.-7.00- INTERIOR BACKFILL'0-NW BLDG CORNER,150'E 4.1 % 108.1 95.7 % 8 3987 F.G.-7.09 INTERIOR BACKFILL(&-NW BLDG CORNER,200-E 3.5 % 107.7 95.4 % 9 3987 F.G.-6.09 INTERIOR BACKFILL(M.NW BLDG CORNER,VS 3.6 % 108.2 95.8 % 10 3987 F.G.-6.00! INTERIOR BACKFILL 0 NW BLDG CORNER.251S 3.9 % 107.4 95.1 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1:MR.C.BOFFA,PBI 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2:MR.C.BAKER,EDP 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3:MR.L.LARANJO,CHI 3. FF =FINISH FLOOR 4:MR.D.HATIN,QTH 4. FG =FINISH GRADE 5:MR.N.BUNKOFF,BGC 5. TOM JOSLIN,S.E.T.(NICET) 6:MR.T.SPAGNOLETTI,OCI 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.DA T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Plione: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 16 :PAGE#: 2 7 ASPEN DRIVE INSPECTION DATE: 12/10/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 FIELD INSPECTOR: SCOTT ROBBINS ATT'N: MR.JOHN GIEBINK PROJECT CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY, NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCIF MATERIAL DESCRIPTION MATERIAL SOURCE 3963 11.1 107.2 SAND,fine/medium;trace Silt/Clay BORROW:HOME DEPOT 3987 10.1 112.9 SAND,fine•trace Silt/C[aV;trace fine Gravel SAMPLE-2 4001 7.4 137.6 SAND,medium;and fine Gravel;trace Silt/Clay BORROW:O'CONNOR .......................... FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOUNDATION SYSTEM BACKFILL:WEST WING ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM D-29951 CO-ORDINATE REFERENCE: WEST WING NORTHWEST BUILDING CORNER COMPACTION REQUIREMENTS 95 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT 11 3987 F.G.-6.00' INTERIOR BACKFILL 0-NW BLDG CORNER,50'S 3.7 % 107.8 95.5 % 12 3987 F.G.-6.09 INTERIOR BACKFILL((D-NW BLDG CORNER,5'E 3.9 % 107.3 95.0 % 13 3987 F.G.-6.00' INTERIOR BACKFILL 0 NW BLDG CORNER,50-E 4.3 % 107.6 95.3 % 14 3987 F.G.-6.09 INTERIOR BACKFILL 0 NW BLDG CORNER.100'E 4.0 % 107.4 95.1 % 15 3987 F.G.-6.00' INTERIOR BACKFILL P.NW BLDG CORNER,150-E 3.6 % 1083 95.9 % 16 3987 F.G.-6.00' INTERIOR BACKFILL(cb-NW BLDG CORNER,200'E 3.5 % 107.5 95.2 % E REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1:MR.C.BOFFA,PBI 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2:MR.C.BAKER,EDP 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3:MR.L.LARANJO,CHI 3. FF =FINISH FLOOR 4:MR.D.HATIN,QTH 4. FG =FINISH GRADE 5:MR.N.BUNKOFF,BGC 5. TOM JOSLIN,S.E.T.(NICET) 6:MR.T.SPAGNOLETTI,OCI 6. MANAGER TECHNICAL SERVICES I CONSTRUCTION TECHNOLOGY- ' a .��1 INSPECTION & TESTING DIVISION, P.D.&T.-S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 15 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 12/02/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST-SET: DAVID CASAW #5 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 30's:OVERCAST PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY,NY. OUR FILE LOCATION: 14829 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# I ELEVATOR PIT SLAB LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 4562 /714562 YARDAGE DELIVERED/SUBTOTAL: 4.50/ 4.50 TIME CONIC. BATCHED/ARRIVED: 1.25 / 1.39 TIME PLACEMENT BEGAN/ENDED: 1.45 / 1.53 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.47 SLUMP ON ARRIVAL (INCHES): 3.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 3.00 ENTRAINED AIR (%VOL) (SPEC: 5.00-- 7.00 ) 5.00 UNIT WEIGHT (PCF) (SPEC: 146.14 CONCRETE TEMP_ .-(F),. ..(SPEC: 45. 85 66 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER; 14829- 14834 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER:� ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/03/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL:,. CEMENT: LBS.. CYLINDER TEST TEST. ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. -14829 12/09/02 - 7 100.000 C 3540 COARSE AGGREGATE#2: LBS. 14830 12/09/02 7 96,500 C 3410 COARSE AGGREGATE#3: LBS. 14831 12/30/02 28 138,500 C 4900. FINE AGGREGATE: LBS. 14832 12/30/02 28 136,000 C 4810 ADMIXTURE#1: 0zS. 14833 12/30/02 28 139,000 C 4920 ADMIXTURE#2: OzS., 14834 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: 0zS., REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC I SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D,HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, COIN T ,TOM-J,QSL1N,,S.E,.,T (NICET)" MANAGER, TECHNICAL' * SVCS., CONSTRUCTION TECHNOLOGY INSPECTION' & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 15 :PAGE#: 1 7 ASPEN DRIVE INSPECT16N DATE: 12f09/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 FIELD INSPECTOR: SCOTT ROBBINS AT7N: MR.JOHN GIEBINK PROJECT CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY, NY.' SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCIF MATERIAL DESCRIPTION MATERIAL SOURCE 3963 11.1 107.2 SAND,fine/medium;trace Silt/Clay BORROW:HOME DEPOT 39871- . 10.1 112.9 SAND,fine;trace Silt/Clay;trace fine Gravel SAMPLE-2 4001 7.4 137.6 SAND,medium;and fine Gravel;trace Silt/Clay BORROW:O'CONNOR FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOUNDATION SYSTEM BACKFILL:WEST WING ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM 0-2922 CO-ORDINATE REFERENCE: WEST WING NORTHWEST BUILDING CORNER COMPACTION REQUIREMENTS 95 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT 1 3987 F.G.-8.00' INTERIOR BACKFILL(a-NW BLDG CORNER,VS 6.4% 108.6 96.2 % 2 3987 F.G.-8.00' INTERIOR BACKFILL C&,NW BLDG CORNER,26S 6.0 % 1 109.4 96.9 % 3 3987 F.G.-8.00' INTERIOR BACKFILL ca-)NW BLDG CORNER,FE 6.2 % 108.3 95.9 % 4 3987 F.G.-8=' INTERIOR BACKFILL @_.NW BLDG CORNER,26E 5.9 % 107.3 95.0 % 5 3987 F.G.-8.00' INTERIOR BACKFILL C&NW BLDG CORNER,SUE 6.4 % 110.0 97.4 % 6 3987 F.G.-8.00' INTERIOR BACKFILL(cp NW BLDG CORNER,7VE 6.2 % 107.8 95.5 % 7 3987 F.G.-8.00' INTERIOR BACKFILL NW BLDG CORNER,100'E 6.7 % 109.2 96.7 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1:MR.C.BOFFA,FBI 1.D-1 556=.SAND CONE METHOD OF TEST CONSTRUC�TON TECHNOLOGY 2:MR.C.BAKER,EDP 2.0-2922=NUCLEAR GAUGE METHOD OF TEST 3:MR,L.LARANJO,CHI 3. FF =FINISH FLOOR 4:MR.D.HATIN,QTH 4. FG =FINISH GRADE 5:MR.N.BUNKOFF,BGC 5. TOM JOSLIN,S.E.T.(NICET) 6:MR.T.SPAGNOLETTI,OCI 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY _ 3 /' INSPECTION & TESTING DIVISION, P.D.&T.S., INC. all 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fat: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 14 .:PAGE#: 1 TASPEN DRIVE INSPECTION DATE: 11/27/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 30's:OVERCAST PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION 14721 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS - PLACEMENT LOCATION OF LOAD# 1 FOUNDATION WALL:SOUTHWEST CORNER,70'SOUTH PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:SOUTHWEST CORNER,70'SOUTH,LIFT 2 LOAD NUMBER: 1 2 TRUCK NUMBERITICKET NUMBER: 4563 /714544 4566 / 714545 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 / 20.00 TIME CONC. BATCHED/ARRIVED: 2.20 / 2.35 2.27 / 2.42 TIME PLACEMENT BEGAN/ENDED: - - 2.37/ 2.51 2.52 / 3.00- CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.52 0.55 SLUMP ON ARRIVAL (INCHES): 3.75 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 3.75 4.00 ' ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00 } 5A0 UNIT WEIGHT (PCF) (SPEC: - } 143.09 CONCRETE TEMP. (F) (SPEC: 45 - 85) 60 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 14721- 14726 •. REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I. c@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/28/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL:_ CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 14721 12104102 7 89.000 C 3150 COARSE AGGREGATE#2: LBS. 14722 12/04/02 7 85,000 C 3010 COARSE AGGREGATE#3: LBS. 14723 12/25/02 28 130,500 C 4620 FINE AGGREGATE: LBS. 14724 12125/02 28 128,000 C 4530 ADMIXTURE#1: OZS. 14725 12/25/02 28 125,500 C 4440 ADMIXTURE#2: OZS. _ _ 14726 - SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY,_- CONSTR)JOIOATECHNOLOGY TOM JOSLIN;: E:T NICE. +.. MANAGER TECi,fNCCAL SVCS.=_ CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-19 13) CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 14 :PAGE#: l 7 ASPEN DRIVE INSPECTION DATE: 12t05/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 FIELD INSPECTOR: SCOTT ROBBINS ATT'N: MR.JOHN GIEBINK PROJECT CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY, NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 3963 11.1 107.2 SAND,fine/medium;trace Silt/Clay BORROW:HOME DEPOT 3987 10.1 112.9 SAND,fine;trace Silt/Clay;trace fine Gravel SAMPLE-2 4001 7.4 137.6 SAND,medium;and fine Gravel;trace Silt/Clay BORROW:O'CONNOR FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE:EAST WING ELEVATION REFERENCE: DATUM COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT 1 3987 FINISH GRADE EAST WING NORTHEAST CORNER,75-S 6.8 % 112.0 99.2 % 2 3987 FINISH GRADE EAST WING NORTHEAST CORNER,125'S 7.0 % 111.4 98.7 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1:MR.C.BOFFA,PBI 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2:MR.C.BAKER,EDP 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3:MR.L.LARANJO,CHI 3. FF =FINISH FLOOR 4:MR.D.HATIN,QTH 4. FG =FINISH GRADE 5:MR.N.BUNKOFF,BGC 5. TOM JOSLIN,S.E.T.(NICET) 6:MR.T.SPAGNOLETTI,OCI 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY F&SPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 3 99-19 13) CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 13 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11/25/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: CLAUS GASPER #10 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 30's:LT.RAIN PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 14562 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# I : FOUNDATION WALL:NORTH WALL,WEST END PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:WEST WALL,NORTH END PLACEMENT LOCATION OF LOAD# 3 : FOUNDATION WALL:NORTH WALL,EAST END LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4556/714483 4557 / 714484 4561 /714485 YARDAGE DELIVERED/SUBTOTAL: 10.00 / 10.00 10.00 1 20.00 10,00 1 30.00 TIME CONC. BATCHED/ARRIVED: 12.55/ 1.10 1.00 1 1.16 1.35 / 2.51 TIME PLACEMENT BEGAN I ENDED: 1.25/ 1.44 1.46 1 2.05 2.08 1 2.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.82 1.08 0.92 SLUMP ON ARRIVAL (INCHES): 4.00 4.00 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 4.00 4.00 ENTRAINEDAIR- (%VOL)'(SPEC: 5,00- 7.00 ) 5.00 UNIT WEIGHT (PCF) (SPEC: - 143.09 CONCRETE TEMP. (F)- (SPEC: 45 85 ) 71 72 71 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER! 14562- 14567 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/26/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 14562 12/02/02 7 89,000 C 3150 COARSE AGGREGATE#2: LBS. 14563 12/02/02 7 83,000 C 2940 COARSE AGGREGATE#3: LBS. 14564 12i23/02 28 122,000 C 4320 FINE AGGREGATE: LBS. 14565 12/23/02 28 127,500 C 4510 ADMIXTURE#1: 0ZS- 14566 12123/02 28 121,500 C 4300 ADMIXTURE#2: OzS. 14567 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC ?:SUPPLIER .6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO',CHI__ -,7-:MR.d.,BOFEK,.PBI- 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY;� CONSTRUCTION T.IECHNOLOGY7 TOM idsLIN,S.'E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 13 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 12/02102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 FIELD INSPECTOR: DAVID CASAW ATTX MR.JOHN GIEBINK PROJECT CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY, NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCP MATERIAL DESCRIPTION MATERIAL SOURCE 3963 11.1 107.2 _ SAND,fine/medium;trace Silt/Clay BORROW:HOME DEPOT 3987 10.1 112.9 _ SAND,fine;trace Silt/Clay!trace fine Gravel SAMPLE-2 4001 7.4 137.6 SAND.medium;and fine Gravel;trace Silt/Clay BORROW:O'CONNOR FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOUNDATION SYSTEM BACKFILL:NORTH WING ELEVATION REFERENCE: DATUM COMPACTION TEST METHOD ASTM 0-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT j3963, 361.50 NORTH WING, NORTHEAST CORNER,20'S % 3963 361.50 NORTH WING,NORT14 T CORNER,5VS 5.6�.W 104.3 97.3 % _3 3963 361.50 NORTH WING,SOUTHEAST CORNER,20'N 5.5 % 102.6 95.7 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1:-MR.C.BOFFA,PBI -4.,D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY ,2:MR.C.BAKER,EDP! 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 31:_M_R_._L,__LARANJO,CHI '7 - 3. :A:Mk.D.HATIN,QTH 4." FG� �=FI'NISIA" ADE 15:MR.N.6UNKOFF,BGC 5. TOM JOSLIN,S.E.T.(NICET) _TT '0 6:MR.T.SPAGNOL MANAGER TECHNICAL SERVICES RECP"D CONSTRUCTION TECHNOLOGY F. 2002 INSPECTION&TESTING DIVISION, P.DA T.S., INC. 4 William Street.Ballston Lake,New York 12019 TOWN OF QUEENSBURY Phone: (518)399-1848 Fax: (518) 399-1913 BUILDING ANP.GODE CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 12 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11/21/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 40's:CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 14455 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION REINFORCEMENT ACCEPTABLE FOR SIZE,LOCATION,SPACING,CLEANLINESS,&COVER: YES: N/A: X PLACEMENT LOCATION OF LOAD# 1 : FOOTING:EAST WING,,EAST WALL,SOUTH SECTION LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 4546/714420 YARDAGE DELIVERED/SUBTOTAL: 10.50 / 10.50 TIME CONC.-BATCHED/ARRIVED: 3.25/ 3.36 TIME PLACEMENT BEGAN/ENDED: 3.45/ 4.10 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.75 SLUMP ON ARRIVAL (INCHES): 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.00 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 6.10 UNIT WEIGHT -(PCF) (SPEC: 145.63 CONCRETE TEMP. (F) (SPEC: 45 85 ) 65 NUMBER OF TEST SPECIMEN CAST 6 LAB.CYLINDER CONTROL NUMBER1 14455- 14460 REMARKS: UNLESS'NOTED' ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/22/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: Las. 14455 11/28/02 7 70,500 C 2490 COARSE AGGREGATE#2: LBS. 14456 11/28/02 7 68,000 C 2410 COARSE AGGREGATE#3: LBS. 14457 12/19102 28 113,000 C 4000 FINE AGGREGATE: LBS. 14458 12/19/02 28 111,000 C 3930 ADMIXTURE#1: OzS. 14459 12/19/02 28 110,000 C 3890 ADMIXTURE#2: OzS. 14460 SPARE ADMIXTURE#3: OzS. - AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR,D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY: C; #0 NS 'pFN TECHNOLOGY - - :. - - - T M J?S6 ;S.E.�i. (NICET) MANAGER TECHNICAL SVCS., CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. 4 Williams Street--Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) -3 3 99-19 1') CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 12 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11/22/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 FIELD INSPECTOR: SCOTT ROBBINS ATT'N: MR.JOHN GIEBINK PROJECT CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY, NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 3963 11.1 107.2 SAND,fine/medium;trace Silt/Clay BORROW:HOME DEPOT 3987 10.1 112.9 SAND,fine•trace Silt/Clay@ trace fine Gravel SAMPLE-2 4001 7.4 137.6 SAND,medium;and fine Gravel:trace Silt/Clay BORROW:O'CONNOR FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: MECHANICAL TRENCH BACKFILL ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: NORTH END OF TRENCH COMPACTION REQUIREMENTS 95 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT 1 3987 F.G.-2.00' TRENCH NORTH END,10'S 7.1 % 113.8 100.0 % 2 3987 F.G.-2.09 TRENCH NORTH END,501S 6.9 % 110.4 97.8 % 3 3987 F.G.-2.09 TRENCH NORTH END,100-S 7.0 % 110.8 98.1 % 4 3987 F.G.-2.00, TRENCH NORTH END,150-S 7.1 % 1 111.2 98.5 % 5 3987 F.G.-1.00' TRENCH NORTH END, 10-S 6.8 % 110.0 97.4 % 6 3987 F.G.-1.00' TRENCH NORTH END,50'S 6.5 % 112.4 99.6 % 7 3987 F.G.-1.00' TRENCH NORTH ENDJOO'S 7.0 % 111.2 98.5 % 8 3987 F.G.-1.00' TRENCH NORTH END,150-S 6.8 % 109.6 97.1 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1:MR.C.BOFFA,PBI 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCT N TECHNOLOGY 2:MR.C.BAKER,EDP 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3:MR.L.LARANJO,CHI 3. FF =FINISH FLOOR 4:MR.D.HATIN,QTH 4. FG =FINISH GRADE 5:MR.N.BUNKOFF,BGC 5. TOM JOSLIN,S.E.T.(NICET) 6:MR.T.SPAGNOLETTI,OCI 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 120 t9 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 11 PAGE#: I 7 ASPEN DRIVE INSPECTION DATE: 11/20102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: CLAUS CASPER #10 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 49s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUtENSBURY,NY. OUR FILE LOCATION: 14315 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 FOOTING:NORTH WALL,WEST END PLACEMENT LOCATION OF LOAD# 2 FOOTING:WEST WALL PLACEMENT LOCATION OF LOAD# 3 : FOOTING:NORTH WALL,WEST END LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4546/714378 4562 1 714379 4561 /714380 YARDAGE DELIVERED/SUBTOTAL: 10.50/ 10.50 10.50 / 21.00 10.50 / 31.50 TIME CONIC, BATCHED/ARRIVED: 1.10/ 1.23 1.27 / '1.45 2.05 / 2.23 TIME PLACEMENT BEGAN/ENDED: 1:45/'--- 2.00— 1.05'7- 2.22 '123 2.45 CONCRETE AGE(HOURS) .(SPEC: MAX: 1.50) 0.83 0.92 0.67 SLUMP ON ARRIVAL (INCHES): 3.75 4.00 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 3.75 4.00 4.00 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 6.20 UNIT WEIGHT (PCF) (SPEC: - 146.14 CONCRETE TEMP. (F) (SPEC: 45 - 85) 71 71 71 NUMBER OF TEST SPECIMEN CAST- 6 LAB:CYL-INDtR'.CONTROLINUMBER.'- 14315- 14320 'Nf JREMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE.8UPPLIEF;'';;,"', JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER:, ASTM:C39 CONCRETE'DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/21/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT:- LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:,DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 14315 11/27/02 7 78,000 C 2760 COARSE AGGREGATE#2; LBS. 14316 11/27/02 7 75,500 C 2670 COARSE AGGREGATEA3: LBS. 14317 12/18/02 28 112,500 C 3980 FINE AGGREGATE:, LBS. 14316 12118/02 28 112,000 C 3960 ADMIXTURE#1: OzS. 14319 12/18/02 28 110,000 C 3890 ADMIXTURE12: 0ZS. 14320 - -- SPARE --- - ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE '5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI' 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY;f":' CONS U "C:" TECHNOLOGY 17 e- 0 0 t SLI E.T. MANAGER;.TECHNICAL-'SVCS..,.t,*,',:.'-'L+', CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 10 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11/18/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 921001 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 40's-CLOUDY PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 14214 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 FOUNDATION WALL:5th WING,NORTHWEST CORNER,11 5'E-75'E PLACEMENT LOCATION OF.LOAD# 2 FOUNDATION WALL:5th WING,NORTHWEST CORNER,75'E-40'E LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4546/714331 4523 1 714332 YARDAGE DELIVERED/SUBTOTAL: 10.00 / 10.00 10.00 / 20.00 TIME CONIC. BATCHED/ARRIVED: 1.101 1.30 1.40 / 2.00 TIME PLACEMENT BEGAN I ENDED: 1.381 2.02 2A0' / 2.23 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.87 012 SLUMP ON ARRIVAL (INCHES): 4.00 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.00 4.00 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00 ) 7.00 UNIT WEIGHT (PCF) (SPEC: - 145.63 CONCRETE TEMP. (F) .(SPEC: -4,5 85 ) 78 76 NUMBER OF TEST SPECIMEN CAST 6 '.LAB CYLINDER CONTROU-NUMBER! 14214- 14219 REMARKS: UNILESS,NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE-SUPPOERI JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39' CONCRETE DESIGN STRENGTH: 3500 P.S.-I.@ 28 DAYSUNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/19/02 SUPPLIERS MIX FORMULA:'- PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#11: LBS. 14214 11/25/02 7 92,500 C 3270 COARSE AGGREGATE#2: LBS. 14215 11/25102 7 90,000 C 3180 COARSE AGGREGATE#3: LBS. 14216 12/16/02 28 120,000 C 4240 FINE AGGREGATE: LBS. 14217 12/16/02 28 123,000 C 4350 ADMIXTURE#11: 0zS. 14218 12/16/02 28 125,000 C 4420 ADMIXTURE#2: _OzS. 14219 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: 0zS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY; CONSTRUCT , _�VTE f:!�OLOGY • fbhx R (NICET), MANAGER TECHNICAL SVCS.� --------------- CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 9 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11/14/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATT'N: MR.JOHN GIEBINK . AMBIENT WEATHER: 59s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 14101 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS - PLACEMENT LOCATION OF LOAD# I FOUNDATION WALL:WEST WING,SOUTH WALL:SCE CORNER-100'WEST LOAD NUMBER: I TRUCK NUMBER/TICKET NUMBER: 4562 /714274 YARDAGE DELIVERED/SUBTOTAL: 12.50 / 12.50 TIME CONC. BATCHED I ARRIVED: 4.15/ 4.05 TIME PLACEMENT-BEGAN 1 ENDED:-- CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.50 SLUMP ON ARRIVAL (INCHES): 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 5.00 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00 ) 5.80 UNIT WEIGHT (PCF) (SPEC: - 144.10 CONCRETE TEMP. (F) SPEC: 45.-. 85 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 14101- 14106 REMARKS: '.UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUOPLIER:"""' JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 -CONCRETE DESIGN STRENGTH: 3500 P.S,I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED* 11115/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: ,CEMENT: LBS, CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 14101 11/21/02 7 68,000 C 2410 COARSE AGGREGATE#2: LBS. 14102 11/21/02 7 70,500 C 2490 COARSE AGGREGATE#3: LBS. 14103 12/12/02 28 101,500 C 3590 FINE AGGREGATE: LBS. 14104 12/12/02 28 105.000 C 3710 ADMIXTURE#1: OzS. 14105 12/12102 28 103,000 C 3640 ADMIXTURE#2: OzS. 14106 SPARE ADMIXTURE#3: 0zS.' AIR ENTRAINING AGENT: 0zS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFUL LY C?NS, �PTION'TkHNOLOGY TOM JOSLIN,S.E.T. (NICET): MANAGER TECHNICAL SVCS' CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 3 99-19 13) CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 8 PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11/13102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER:, 59s:OVERCAST PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 14041 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:NORTH WING,WEST WALL:NW CORNER-100'SOUTH PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:NORTH WING,WEST WALL:NW CORNER-100'SOUTH,LIFT 2 PLACEMENT LOCATION OF LOAD# 3 : FOUNDATION WALL:NORTH WING,WEST WALL:NW CORNER-109 SOUTH,LIFT 3 LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4562 /714219 4566 / 714220 4557 /714221 YARDAGE DELIVERED I SUBTOTAL: 40.50/-- 10.50 10.50 / 21.00- 10:00 / 31.00 TIME CONC. BATCHED/ARRIVED: 2.00/ 2.10 2.10 J 2.25 2.30 / 2.46 TIME PLACEMENT BEGAN/ENDED: 2.15 / 2.43 2.45 3.10 3.15 / 3.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.72 1.00 1.00 ,SLUMP ONARRIVAL - (INCHES): 4.00 4.25 4.25 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: -PLACEMENT SLUMP(INCH). (SPEC: - 5.00 ) 4.00 4.25 4.25 ENTRAINED AIR- (!"%VOQ (SPEC: 5.00- 7.00 ) 6.50 UNITWEIGHT- (PCF) (SPEC: - 147.16 -CONCRETE'TEM'_P-_ _(SPEC: 45 85) 62 62 63 NUMBER PFTEST SPECIMEN CAST 6 LAB-CYLINDER-CON-T-ROL-NUMBER!- REMARKS: UINLtSSAbTED ALL TESTING IAW.:.-'ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/14/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST' ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS &'BREAK TYPE P.S.I. WATER: GAL, COARSE AGGREGATE#1: LBS. 14041 11/20/02 7 84,500 C 2990 COARSE AGGREGATE#2: LBS. 14042 11/20/02 7 81,500 C 2880 COARSE AGGREGATE#3: LBS. 14043 12/11/02 28 117,000 C 4140 FINE AGGREGATE: - LBS. 14044 12/11102 28 11 1 8.500 C 4190 ADMIXTURE#1: OzS. 14045 12111/02 28 115,000 C 4070 ADMIXTURE#2: OzS. 14046 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC SUPPLIER. 6:MR.T.SPAGNOLETTI,OCI ---------- 3:MR- .LAFbANJ0 CHI 7:MR-.*C.BOFFA,:PB1 r- , 4:,MR.D.-HAT I`N-Q'TH ;--.-,8:MR.C.BAKER,EDP RESPECTFULLY, CONStKUC,�,-T'10"'"N"'T'E-CHN'O'L"O"GY TOM JOSLiN S.E.T. (NICET) MANAGER TECHNICAL SVCS_ "CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fix: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 7 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11112102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: JAY TRACEY #19 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 59s:RAIN PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 13987 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:SITE SPECIFIC LOCATION MAP ON FILE LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4545/714177 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 TIME CONC. BATCHED ARRIVED: 3.02 / 3.15 TIME PLACEMENT BEGAN/ENDED: 3181 333 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.52 SLUMP ON ARRIVAL (INCHES): 3.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 3.75 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: - 147.67 CONCRETE TEMP. (F) (SPEC: 45 - 85 ) 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 13987- 13992 REMARKS: UNLESS NOTED ALL TESTING 1AW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:039 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11113/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE. P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 13987 11/19/02 7 102,000 C 3610 COARSE AGGREGATE#2: LBS. 13988 11/19/02 7 100,000 C 3540 COARSE AGGREGATE*3: LBS. —13989 12!1.0102 28 137,000 C 4850 FINE AGGREGATE: LBS. 13990 12/10/02 28 139,000 C 4920 ADMIXTURE#1: OZS. 13991 12/10/02 28 139,000 C 4920 ADMIXTURE#2: OZS. 13992 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. "CC NSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 6 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11/12/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVID CASAW #5, AT7N: MR:JOHN GIEBINK AMBIENT WEATHER: 59s:RAIN PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 13975 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# I : WEST WING FOOTING PLACEMENT LOCATION OF LOAD# 2 : WEST WING FOOTING PLACEMENT LOCATION OF LOAD# 3 : WEST WING FOOTING LOAD NUMBER: 1 2 3 TRUCK NUMBERrnCKET NUMBER: 4555/ 71471 4560 / 71472 4545 71473 YARDAGE DELIVERED/SUBTOTAL: 11.00/ _1_1.06 11.0-0 / 22.00- 11.00 33.00 TIME CONC. BATCHED/ARRIVED: 1.15/ 1.30 1.20 1 1.35 1.30 1.45 TIME PLACEMENT BEGAN I ENDED: 1.351 1.50 1 A0 1.56 1.48 2.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.58 0.60 0.50 SLUMP ON ARRIVAL (INCHES): 4.50 5.00 4.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.50 5.00 4.50 ENTRAINED AIR (%VOL)'(SPEC: 5.00- 7.00) 6.00 UNIT.WEIQHT_.; ,:,(PQF)i .(SPEC: - 143.59 CONCRETE TE MP. (F) (SPEC: 45 - 85) 60 60 61 NUMBER-OF TEST-SPECIMEN CAST 6 LA.B,CYLIN.D.ER-CONTROL NUMBER! 13975- 13980 REMARKS: UNLESS NOTED ALL TESTING JAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA=GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500'P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/13/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL, COARSE AGGREGATE#1: LBS. 13975 11/19/02 7 87,500 C 3100 COARSE AGGREGATE#2: LBS. 13976 11/19/02 7 88,000 C 3110 COARSE AGGREGATE*3: -LBS.- 13977 12/10102 28 111 9,500U C r- 4230— FINE AGGREGATE: LBS. 13978 12/10/02 28 120,000 C 4240 ADMIXTURE#1: OzS. 13979 12110/02 28 116,000 C 4100 ADMIXTURE#2: OzS. 13980 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER:. ; 6:MR.T-.,,SP.AGNOLETTI,.00I 3:MR.-L.LARANJO_._CHI` 4!A41R,P.HATIN..QTK 8:MR.C.BAKER.EDP;1�. 2 RESPECTFULLY,;.-.- CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER7ECHNICAL SVCS. -,,CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 6 :PAGE#: 2 7 ASPEN DRIVE INSPECTION DATE: 11112/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: DAVIE)CASAW #5 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 50's.RAIN PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 13981 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : WEST WING FOOTING PLACEMENT LOCATION OF LOAD# 5 : WEST WING FOOTING PLACEMENT LOCATION OF LOAD# 6 : WEST WING FOOTING LOAD NUMBER: 4 5 61 TRUCK NUMBER/TICKET NUMBER: 4563 /714174 4559 / 714175 4562* /714176 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 11.00 / 55.00 11.00 / 66.00 TIME CONC. BATCHED IARRfVED: 2.10/ 2.30 2.25 / 2.40 2A7 / 3.03 TIME PLACEMENT BEGAN/ENDED: 2.35 / 2.45 2.46 / 2.55 3.03 / 3.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.58 0.50 0.47 SLUMP ON ARRIVAL (INCHES): 4.50 5.00 4.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION O]Ft PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.50 5.00 4.50 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 5.90 UNIT WEIGHT (PCF) (SPEC: 146.69 CONCRETE TEMP. (F) (SPEC: 45 85) 64 62 61 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 13981 - 13986 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/13/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE. AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL, COARSE AGGREGATE#1: LBS. 13981 11/19/02 7 90,500 C 3200 COARSE AGGREGATE#2: LBS. 13982 11/19/02 7 88,500 C 3130 COARSE AGGREGATE#3: LBS. 13983 -12/10/02 28 1125,500 C 4440 FINE AGGREGATE: LBS. .13984 12/10/02 28 122,000 C 4320 ADMIXTURE#1: OZS- 13985 12/10/02 28 125,000 C 4420 ADMIXTURE#2: OZS. 13986 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PSI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.DA T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 5 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11/08102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 40's:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 13813 I CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 FOUNDATION WALL:NORTH WING,EAST WALL,CENTER THIRD LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4561 /714076 YARDAGE DELIVERED/SUBTOTAL: 8.50 / 8.50 TIME CONIC. BATCHED I ARRIVED: 2.50 / 3.05 TIME PLACEMENT BEGAN/ENDED: 3.11 /_ 3.40 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.83 SLUMP ON ARRIVAL (INCHES): 5= WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: - 141.05 CONCRETE TEMP. - (F) - _(SPEC: 45 85 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 13813- 13818 REMARKS: 3, UNLESS NOTEDALL TESTING IAW: ASTM: C31, C138, C14' C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH-.--- .3500-P.S.1;@28 DAYS- UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11111/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL:, CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 13813 11/15/02 7 86,000 C 3040 COARSE AGGREGATE#2: LBS. 13814 11/15/02 7 89,000 C 3150 COARSE AGGREGATE#3: LBS. 13815 12106102 28 117,500 C 4160 FINE AGGREGATE: LBS. 13816 12/06/02 28 119,500 C 4230 ADMIXTURE#1: OzS. 13817 12/06/02 28 118,000 C 4170 ADMIXTURE#2: OzS. 13818 SPARE ADMIXTURE#3: 0zS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.Q.HATIN,QTH 8:MR.C.BAKER,EDP RESPECT CON INTECHNOLOGY:---_ ------ -------- ----- ----------- j- C1 _O M J SLIN.S.E.T. (NICET) MANAGER TECHNICAL SVC 2. .CO-NSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. ,01NS ��� 4 Williams Street, Ballston Lakc, New York 12019 Phone: (518) 399 1848 Fax: (518) 399-19 1') CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 5 PAGE#: I 7 ASPEN DRIVE INSPECTION DATE: 10/29/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 FIELD INSPECTOR: PETE DUNHAM ATT'N: MR.JOHN GIEBINK PROJECT CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY, NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 3963 11.1 107.2 SAND,fine/medium;trace Silt/Clay BORROW:HOME DEPOT 3987 10.1 112.9 SAND,fine;trace Silt/Clay;trace fine Gravel SAMPLE-2 FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE:NORTHEAST WING ELEVATION REFERENCE: DATUM COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING cbb't ELEVATION LOCATION OF TEST' CONTENT DENSITY COMPACT 3987 357.50' NORTHWEST BUILDING CORNER,WE x 1893 6.D % 1077 95.4 % 3987 357.50' NORTHWEST BUILD]NG-CORNER,30'E-,r, 8.0 % 109.7 97.2 % 3- 3987 .52.50' NORTHWEST BUILDING CORNER,55-E 8.1 % 111.0 98.3 % REPORT DISTRIBUTION:_ GENERAL NOTES: RESPECTFULLY,, 1:MR.C.bOFFA,PB1 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2-MRI-C.-BAKER-,EDP'-------- ---2:-D72922:=;NUCLEAR;GAUGE;METHOD-OF TEST 6 3:MR.L.LARANJO,CHI 3. FF =FINISH FLOOR . 14:MR.D.HATIN,QTH! 4. F __=FIjNISHGRADE. ,5:MR.N.8UNKOFF,BG&��'- 5..'_.-'. T016 JOiLIN,S.'IE.T.(NICET) -6:MR.T.SPAGNOLETTI,OCI ;, 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT. GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 4 :PAGE#. 1 7 ASPEN DRIVE INSPECTION DATE: 11/07/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATrN: MR.JOHN GIESINK AMBIENT WEATHER: 40/3Vs:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 13723 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD 111 1 : FOUNDATION WALL:EAST WALL PLACEMENT LOCATION OF LOAD# 2 : FOOTiNG:NORTH WING,EAST WALL,SOUTH HALF PLACEMENT LOCATION OF LOAD# 3 : FOUNDATION WALL:EAST WALL,LIFT 2 LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4561 /714038 4563 / 714039 4559 /714040 YARDAGE DELIVERED/SUBTOTAL-. 11.00/ 11.00 11.00 / 22.00 11.00 / 33.00' TIME CONC. BATCHED/ARRIVED: 2.00/ 2.15 2.15 / 2.30 2.20 / 2.40 TIME PLACEMENT BEGAN/ENDED: 2.301 2.50 2.35 / 3.00 3.00 / 3.20 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.83 0.75 1.00 SLUMP ON ARRIVAL (INCHES): 6.00 4.00 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP{INCH) (SPEC: - 5.00) 6.001 4.00 6.001 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 5.40 UNIT WEIGHT (PCF) (SPEC: - 138.50 CONCRETE TEMP. (F) (SPEC: 45 85) 70 68 .69 NUMBER OF TEST SPECIMEN CAST q 6 .LAB CYLINDER CONTROL.NUMBER! 13723. ,P728 .:REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 1,3:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: CS1, C138, C143, C172, C173, C231, C470, C567, C617, C1064 !CONCRETE SUPPLIER:`?� JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER:'-, ASTM:C39 CONCRETE-DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED. 11/08/02 SUPPLIERS MIX FORMULA:' PER SUBMITTAL:. CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:.DAYS, & BREAK.TYPE P.S.I. WATER: GAL, COARSE AGGREGATE#1, LBS. 13723 11114102 7 73,000 C 2580 COARSE AGGREGATE#2: LBS. 13724 11/14/02 7 70.500 C 2490 COARSE AGGREGATE#3: LBS. 13725 12/05/02 28 106,500 C 3770 FINE AGGREGATE: LBS. 13726 12105/02 28 109,000 C 3860 ADMIXTURE#1: OZS. 13727 12/05/02 28 109,500 C 3870 ADMIXTURE#2: OZS. 13728 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D;.HATIN,OTH 8:MR.C.BAKER,EDP RESPECTFULLY,7— -2 Z-. CON / CT)JJN TECHNOLOGY _` .'_ •'y .... �.. :,�:., _._. __..` t, _ _ . ._. .. ..__._.. .._ .- .." _. ._., _. __ MANAGER TECHNICAL,SVCS.,' CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street,Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 4 :PAGE#:2 7 ASPEN DRIVE INSPECTION DATE: 11/07/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 40/39s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 13729 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : FOUNDATION WALL:NORTH WALL PLACEMENT LOCATION OF LOAD# 5 : FOUNDATION WALL:NORTH WALL,LIFT 2 LOAD NUMBER: 4 5 TRUCK NUMBER/TICKET NUMBER: 4560 1714041 4548 / 714042 YARDAGE DELIVERED I SUBTOTAL: 11-00/ 44.00 11.00 / 55.00 TIME CONC. BATCHED/ARRIVED: 2.251 2.45 3.00 / 3.20 TIME PLACEMENT BEGAN/ENDED: 3.22/ 3.55 3.54' / 4.30, CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.50 1.50 SLUMP ON ARRIVAL ONCHES): 5.50 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF. PLACEMENT SLUMP ONCH) (SPEC: 5.00) 5.50 1 6.00 1 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: . - 143.09 CONCRETE TEMP. (F) (SPEC: 45 - 85) 68 68 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER.' 13729 - 13734 REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 4,5:SLUMP UNLESS NOTED ALL TESTING 1AW: ASTM: C11, C138, C143, C172, C173, C231, C470, C561, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER:-, ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED.' " 11108/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 13729 11/14/02 7 82,000 C 2900 COARSE AGGREGATE#2: LBS. 13730 11/14/02 7 83,500 C 2950 COARSE AGGREGATE#3: LBS. 13731 12105/02 28 114,500 C 4050 FINE AGGREGATE: LBS. 13732 12/05/02 28 113,500 C 4010 ADMIXTURE#1: QZS. 13733 12/05/02 28. 116,000 C 4100 ADMIXTURE#2: OzS. 13734 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: Ozs. REPORT DISTRIBUTION: '1:FILE 5:MR.N.BUNKOFF,BGC SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,'CHI 7:MR.C.E36FFA',PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, V4 N TECHNOLOGY JoSLI ,SE.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 02; 'j 4 Williams Street, Ballston Lake,New York 12019 2A Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 4 PAGE* 1 7 ASPEN DRIVE INSPECTION DATE: 10/28/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 FIELD INSPECTOR: SCOTT ROBBINS ATT'N: MR,JOHN GIEBINK PROJECT CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY, NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 3963 11.1 107.2 SAND,fine/medium;trace SifttClay BORROW:HOME DEPOT 3987 10.1 112.9 SAND,fine;trace Slit/Clay;trace fine Gravel SAMPLE-2 FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE:NORTHEAST WING ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT 1 3987 FINISH GRADE NORTHWEST BUILDING CORNER,VS v 9.1 % 109.8 97.3 % --2 3987 FINISH GRADE NORTHWEST,BUILDING CORNER,50'S -7.0'.%- 107.9 I 95.6 % 3 3987 FINISH GRADE NORTHWEST BUILDING CORNER,100'S 7.4% 110.2 97.6 % 4 3987 FINISH GRADE NORTHWEST BUILDING CORNER,150-S 5.9 % 108.5 96.1 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1:MR.C.BOFFA,PB1 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2:MR.C.BAKER,EDP 2.D-2922=NUCLEAR,GAUGE METHOD OF TEST 3:MR.L.LARANJO,CHI 3. FF =FINISH FLOOR ----4. FG-.�=-F SH GRADE -4:,MR.,D-.0ATIN,-QTH, 5:MR.N.BUNKOFF,BGC 5. TOM JOSLIN,S.E.T.(NICET) Z:MR..T.SPAGNOLETTI,-OCI- -. MANAGER TECHNICAL SERVICES 6 CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 3 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 11/01102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: JIM STROPE#14 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 30's:OVERCAST PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 13570 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# I FOUNDATION WALL:SD/8-S014 PLACEMENT LOCATION OF LOAD# 2 FOUNDATION WALL:SDA-S011 LOAD NUMBER: 1 2 TRUCK NUMBERITICKET NUMBER: 4559 /713928 4546 / 713929 YARDAGE DELIVERED/SUBTOTAL: 9.251 9.25 9.25 / 18.50 TIME CONC. BATCHED/ARRIVED: 1.451 100 2.50 / 3.05 TIME PLACEMENT BEGAN/ENDED: 2.45 / 3.05 3.10 / 3.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.33 0.67 SLUMP ON ARRIVAL (INCHES): 4.00 4.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5,00) 4.00 4.50 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 5.80 UNIT WEIGHT (PC.F) (SPEC: - 142.58 CONCRETE TEMP. (F) (SPEC: 45 - 85) 67 66 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 13570- 13575 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C2319 C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/04/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 13570 11/08/02 7 80,000 C 2830 COARSE AGGREGATE#2: LBS. 13571 11/08/02 7 79,000 C 2790 COARSE AGGREGATE#3: LBS. 13572 11/29/02 28 110,500 C 3910 FINE AGGREGATE: LBS. 13573 11/29/02 28 111,000 C 3930 ADMIXTURE#11: OzS. 13574 11/29/02 28 109,500 C 3870 ADMIXTURE#2: OzS. 13515- — SPARE- ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PSI 4:MR.D.HATIN,QTH 8WR.C.BAKER,EDP RESPECTFULLY, 7 CONSTR "T1 N TECHNOLOGY LIN.S.E.T.2SLIN,S (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 2 :PAGE#: 1 7 ASPEN DRIVE INSPECTION DATE: 10/30/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 921001 INSPECTOR&TEST SET: SCOTT ROBBINS #17 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 49s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 13473 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# I FOOTING:NORTH WING,WEST WALL PLACEMENT LOCATION OF LOAD# 2 FOOTING:NORTH WING,WEST WALL LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4561 /713855 4557 / 713856 YARDAGE DELIVERED/SUBTOTAL: 8.50 1 8.50 8.50 / 17.00 TIME CONC. BATCHED/ARRIVED: 1.401 2.00 2.03 1 2.18 TIME PLACEMENT BEGAN/ENDED: 2.10/ 2.30 2.35 t 3.08 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.83 1.08 SLUMP ON ARRIVAL (INCHES): 2.50 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 2.50 4.00 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00 ) 5.50 UNIT WEIGHT (PCF) (SPEC: - 148.18 CONCRETE TEMP. (F) (SPEC: 45 - 85 ) 65 66 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 13473- 13478 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/31/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 13473 11/06/02 7 105,000 C 3710 COARSE AGGREGATE#2: LBS. 13474 11106/02 7 107,000 C 3780 COARSE AGGREGATE#3: LBS. 13475 11/27/02 28 131,000 C 4630 FINE AGGREGATE: LBS. 13476 11/27/02 28 130,500 C 4620 ADMIXTURE#1: OzS. 13477* 11/27102 28 134,000 C 4740 ADMIXTURE#2: OzS. 13478 SPARE ADMIXTURE#3: OZ8. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,CITH 8:MR.C.BAKER,EDP RESPECTI,YLLY, CO7NST N TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: I :PAGE 1 7 ASPEN DRIVE INSPECTION DATE: 10/30102 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: JIM STROPS#14 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 30's:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSIBURY,NY. OUR FILE LOCATION: 13461 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 FOOTING:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 2 FOOTING:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 3 FOOTING:SITE SPECIFIC LOCATION MAP ON FILE LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4562 /713829 4563 / 713830 4559 /713831 YARDAGE DELIVERED/SUBTOTAL: 11.00 / 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED/ARRIVED: 6.57/ 7.10 7.10 / 7.20 7.30 / 7.45 TIME PLACEMENT BEGAN I ENDED: 7,15) - 7.25 7.25 / 7.35 7.50 / 8.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.47 0.42 0.50 SLUMP ON ARRIVAL (INCHES): 3.00 100 2.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 3.00 3.00 2.50 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: - 147.67 CONCRETE TEMP. (F) (SPEC: 45 85) 65 66 65 NUMBER OF TEST SPECIMEN CAST 6 1.6R CYLINDER CONTROL.NUMBER1 13461- 13466 '.REMARKS: :UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, ,C567, C617, C1064 ,QONCRETE_SUPPLIER:::-t"f, JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE.DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/31/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 13461 11/06/02 7 110,000 C 3890 COARSE AGGREGATE#2: LBS. 13462 11/06/02 7 115,000 C 4070 COARSE AGGREGATE#3: LBS. 13463 11/27/02 28 138,000 C 4880 FINE AGGREGATE: LBS. 13464 11/27102 28 136,500 C 4830 ADMIXTURE#1: ozs. 13465 11/27/02 28 138,000 C 4880 ADMIXTURE42:-- ozS. 13466 SPARE ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: ozS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR,D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY_ COST TIONTECHNOLOGY _7 7_17 MANAGER:TECHNICAL SVCS:, CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518)399-1848 Fax: (5 18) 3)99-19 1 3) CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: I :PAGE#: 2 7 ASPEN DRIVE INSPECTION DATE: 10/30/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: JIM STROPE#14 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 30's:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY,QUEENSBURY,NY. OUR FILE LOCATION: 13461 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 FOOTING:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 5 FOOTING:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 6 FOOTING:SITE SPECIFIC LOCATION MAP ON FILE LOAD NUMBER: 4 5 6 TRUCK NUMBER/TICKET NUMBER: 4561 /713832 4558 / 713833 4557 /713837 YARDAGE DELIVERED/SUBTOTAL: 11.00 / 44.00 11.00 / 55.00 10.00 1 65.00 TIME CONC. BATCHED/ARRIVED: 7.30/ 7.40 7,55 / 8.15 8.00 / 8.12 TIME PLACEMENT BEGAN/ENDED: 7.40 1 &05 8,20 / 8.30- 8.15 / 8.35 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.58 0.58 0.58 SLUMP ON ARRIVAL (INCHES): 3.00 3.00 3.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 3,00 3.00 3.00 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00 ) 6,00 UNIT WEIGHT (PCF) (SPEC: - ) 142.58 CONCRETE TEMP. (F) (SPEC: 45 - 85) 65 70 68 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 13461 13466 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/31/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE 'AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 13461 11/06/02 7 87,000 C 3080 COARSE AGGREGATE#2: LBS. 13462 11/06t02 7 92,000 C 3250 COARSE AGGREGATE#3: LBS. 13463 11/27/02 28 120.500 C 4260 FINE AGGREGATE: LBS. 13464 11/27/02 28 118,000 C 4170 ADMIXTURE#1: OzS. 13465 11/27102 28 123,000 C 4350- ADMIXTURE#2: -OZS. 13466 - SPARE- ADMIXTURE#3: OzS. AIR ENTRAINING AGENT: OzS. REPORT DISTRIBUTION: 1:FILE ' 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PBI 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTRUCTION TECHNOLOGY TQ4 eujN)S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC, 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (S 18) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 1 :PAGE#: 3 7 ASPEN DRIVE INSPECTION DATE: 10/30/02 SOUTH BURLINGTON,VERMONT 05403 OUR FILE NUMBER: 923.001 INSPECTOR&TEST SET: JIM STROPE#14 ATT'N: MR.JOHN GIEBINK AMBIENT WEATHER: 39s:CLEAR PROJECT: CEDARS SENIOR LIVING COMMUNITY QUEENSBURY NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 7 : FOOTING:SITE SPECIFIC LOCATION MAP ON FILE LOAD NUMBER: 7 TRUCK NUMBER/TICKET NUMBER: 4559/713859 YARDAGE DELIVERED/SUBTOTAL: 8.50 / 73.50 TIME CONC. BATCHED/ARRIVED: 8.50 / 9.00 TIME PLACEMENT BEGAN/ENDED: 9.05/ 9.36 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.77 SLUMP ON ARRIVAL (INCHES): 3.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP(INCH) (SPEC: - - 5.00 ) 3.50 ENTRAINED AIR (%VOL) (SPEC: 5.00- 7.00 ) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 45 - 85 ) 70 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER. REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/31/02 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: _OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.N.BUNKOFF,BGC 2:SUPPLIER 6:MR.T.SPAGNOLETTI,OCI 3:MR.L.LARANJO,CHI 7:MR.C.BOFFA,PB1 4:MR.D.HATIN,QTH 8:MR.C.BAKER,EDP RESPECTFULLY, CONSTR ' I( TECHNOLOGY TOM SLEW S.E.T. NICE MANAGER TECHNICAL SVCS. ;P;I-ONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 3399-1848 Fax: (518) 399-1913 CLIENT: GREEN MOUNTAIN DEVELOPMENT GROUP REPORT NUMBER: 1:PAGE: 1 7 ASPEN DRIVE INSPECTION DATE: 10/29/02 SOUTH BURLINGTON.VERMONT 05403 OUR FILE NUMBER: 923.001 FIELD INSPECTOR: PETE DUNHAM ATT'N: MR.JOHN GIEBINK )UR FILE LOCATION: PROJECT: CEDARS SENIOR LIVING COMMUNITY, QUEENSBURY, NY. STRUCTURAL AND REINFORCING STEEL :: FIELD OBSERVATION REPORT SPECIFICATION FOR BOLTED CONNECTIONS: AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR COLUMN PLUMBNESS: AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR FIELD WELDING: AWS:STRUCTURAL WELDING CODE-STEEL(A.W.S. D1.1) SPECIFICATION FOR CONCRETE REINFORCEMENT: CRSI:CONCRETE REINFORCING STEEL INSTITUTE WELDER QUALIFICATIONS: WELDER: SS#/STAMP: LAST QUAL: BY: WELDER: SS#/STAMP: LAST QUAL: BY: WELDER: SS#/STAMP: LAST QUAL: BY: WELDER: SS#/STAMP: LAST QUAL: BY: WELDER: SS#/STAMP: LAST QUAL: BY: STEEL REINFORCEMENT BOLTING PLUMBNESS WELDING PLACEMENT LOCATION A R A R A R REMARKS: NORTH WING,WEST WALL CONCRETE STEEL REINFORCEMENT ACCEPTABLE FOR SIZE,CONNECTIONS, ALIGNMENT,SPACING,AND CLEANLINESS. REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1:FILE 1.A=ACCEPTABLE CONSTRUCTION TECHNOLOGY 2: 2.R=REJECTABLE 3 TOM!OSL E.T.(NICET) 4: MANAGER TECHNICAL SERVICES } f f Stormwater Management Plan & Report For Cedars Senior Living Facility - Bay Road Town of Queensbury Warren County, New York Submitted: February 27,2002 Revised: April 23, 2002 `-� Revised: May 29, 2002 Revised: June 20, 2002 THE Cba en COMPR S Prepared for: Green Mountain Development Group, Inc. 7 Aspen Drive South Burlington, VT 05403-6247 PH (802) 864-9899 FAX (812) 864=9990 t 02002 The Chazen Companies 1 t - t L! r� F Stormwater Management Plan & Report for _m Cedars Senior Living Facility Bay Road Town of Queensbury Warren County, New York Submitted: February 27, 2002 Revised:April 23, 2002 - Revised: May 29, 2002 Revised: June 20, 2002 THE Chazen _ r COMPRr IFS Prepared by: Prepared for: The Capital District Office Green Mountain ry The Chazen Companies Development Group; Inc. -' 20 Gurley Avenue 7 Aspen Drive Troy, NY 12182 South Burlington, VT 05403-6247 } (518) 235-8050 i f T Dutchess County North Country Office Orange County (845)454-3980 (518)812-0513 (845) 567--1133 Cedars Senior Living Facility Stormwater Management Plan --" TABLE OF CONTENTS _r - 1.0 INTRODUCTION.................:......... ..................................................... 1 -, 2.0 METHODOLOGY...............................................................................2 3.0 SITE CONDITIONS............................................................................3 - 3.1 Land Use................................::......................................................3 3.2 Soils and Groundwater ...........3 ........................................................ 5 _ 3.3 Topography..........:............:.............................................................4 3.4 Wetlands...............................:.:.......................................................4 3.5 'Surface Waters and Flood Plains.....................................................4 3.6 Rainfall Data......:............:......................................::.......................4 4.0 HYDROLOGIC AND HYDRAULIC ANALYSIS.....................................5 4.1 Existing Watershed Conditions...,........ 4.2 Proposed Watershed Conditions...................... ...........................7 4.3 Erosion and Sediment Control Measures.........................................10 l- r! 4.4 System Maintenance Guidelines................................................... 11 5.0 CONCLUSION................................................................................. 13 i The Citazen Companies Ame 20,2002 t y Bay Road Senior Housing Development !�1 Stornrivater Management Plan Page ii t TABLE OF CONTENTS (con't) LIST OF TABLES 3.2 Soil Data.......................................................................................3 3,6 Rainfal Data..................................................................................5 4.0 Design Events................................................................................5 4.1(a) Existing Flow Conditions Design Point 1..................... ......6 4.1(b) Existing Flow Conditions Design Point 2 + 3.................................7 4.1(c) Existing Flow Conditions Totals....................................................'7 4,2(a) Proposed Flow Conditions Design Point 1............................:........8 i 4.2(b) Proposed Flow Conditions Design Point 2.....................................9 4.2(c) Proposed Flow Conditions Design Point 3........... 4.2(d) Proposed Flow Conditions Pond 1..................................................9 4.2(e) Proposed-Flow Conditions Pond 2................................................10 ti 4.2(f) Proposed Flow Conditions Pond 3................. , ..............................10 5.0(a) Comparison at Design Point 1.........:.........................oo—. ............ 13 5.0(b) Comparison at Design Point 2 .........................,,.........,,.0...0. ......14 5,0(c) Comparison at Design Point 3 ............................_..........................14 ,t I �.r i f t The Chazen Companies June 20,2002 r Bay Road Senior Housing Development Stormwater Management Plan Page iii f , TABLE OF CONTENTS (con't) APPENDICIES i �i Appendix A: Site Location Map Appendix B.: HydroCAD Documentation Appendix C: Existing Drainage Conditions (Pocket) _ Appendix D: Proposed Drainage Conditions (Pocket) Appendix E: NYSDEC Stormwater SPDES i t 4 } F r { x The Chazen Companies June 20,2002 Cedars Senior Living Facility Stormwater Management Report Page I 1.0 INTRODUCTION. The Cedars Senior Living Facility is a proposed senior living facility located off Bay Road in the Town of Queensbury, Warren County, New York. The proposed project will be located on a 25 (+/-) acre wooded parcel located in the central portion of the Town, less than two miles from downtown Glens Falls and across Bay Road from the Adirondack Community College. A Site Location Map, which shows the location of the site in relation to the Town, is provided in Appendix A. The project will be developed in two phases. The first phase of the project will include one two-story apartment building with 44 one-bedroom apartments, .18 two- bedroom apartments and a common cafeteria. The second phase will include one two-story apartment building with 37 one-bedroom apartments and 15 two-bedroom apartments.' The common cafeterias are offered to supplement the facilities within each apartment, which will have individual kitchen and dining facilities. This report documents the investigation conducted and analysis completed for stormwater management for the proposed development. This report considers the impacts associated with the intended development with the purpose of- 1. Maintaining existing drainage patterns as much as possible while J continuing the conveyance of upland watershed run-off; 2. Controlling increases in stormwater run-off resulting from the proposed development without adversely altering downstream conditions; and 3. Mitigating potential stormwater quality impacts and,preventing soil erosion and sedimentation resulting from stormwater run-off. To demonstrate this, existing and proposed stormwater run-off conditions are estimated and proposed stormwater management facilities have been described and evaluated.' The hydrologic and hydraulic analyses were completed in accord with the following standards and guides: the "New York State Stormwater Management Design Manual"(Dated September, 2001); the "New York State Department of Environmental Conservation - Reducing the Impacts of Stormwater Runoff From New Development" and the "New York State Guidelines for Urban Erosion and Sediment Control". The Chazen Companies June 20,2002 Cedars Senior Living Facility Stormwater Management Report Page 2 { i Engineering drawings of the proposed development and proposed stormwater management plan have been submitted as an accompanying plan set entitled "Site Plans for the Cedars Senior Living Facility, Phase One & Two". References made to "the plans" or to a specific "sheet" refer to these drawings. The analysis and design completed and documented in this report is intended to be part of the application made for a residentially developed site plan completed on behalf of the Green Mountain development Group of South Burlington, Vermont. 2.0 METHODOLOGY The methodology used for the hydrologic and hydraulic analysis was obtained from t the United States Department of Agriculture (USDA) Soil Conservation Service's (SCS) Technical Release No. 20, as utilized by the application program HydroCAD. HydroCAD, developed by Applied Microcomputer Systems of Chocorua, New _._ Hampshire, is a Computer-Aided-Design (CAD) program for analyzing the hydrologic and hydraulic characteristics of a given watershed and associated stormwater management facilities. It utilizes the latest techniques to predict the consequences of any given storm. HydroCAD has: the capability of computing hydrographs (which represents discharge rates characteristic of specified watershed conditions, precipitation, and geologic factors) combining hydrographs and routing flows though pipes, streams and ponds. Documentation of HydroCAD is provided in Appendix B for reference. For this analysis, the watershed and drainage system was broken -down into a network consisting of four types of components as described below: 1. Subcatchment: A relatively homogeneous area of land, which produces a volume and rate of run-off unique to that area; 2. Reach: Uniform streams, channels or pipes that convey stormwater from one point to another; 3. Pond: Natural or man-made impoundment, which temporarily stores stormwater run-off and empties in a manner determined by its geometry and the hydraulic structure,located at its outlets; and I 4. Link: A multi-purpose mechanism used to introduce a hydrograph from another file. The Chazen Companies June 20,2002 Cedars Senior Living Facilhty• Stormivater Management Report Page 3 Subcatchments, reaches, ponds and links are represented by hexagons, squares, triangles and broken boxes respectively, on the watershed routing diagrams I`—j provided with the computations (included in Appendix C & D). 3.0 SITE CONDITIONS 3.1 Land Use The existing site is undeveloped with a combination of densely wooded, brushy fields and wetland areas. No existing building structures were identified on the site. 3.2 Soils and Groundwater The United States Department of Agriculture (USDA) Soil Conservation Service (SCS) Soil Survey for Warren County was reviewed and provided surficial soil conditions for the study area. The SCS identified the presence of Belgrade, Hartland, Hinckley, Hudson, Oakville, Raynham, and Fluvaquents series soil types. Soil descriptions were provided by the SCS and are as follows. Table 3.2 SOIL DATA SOIL HYDROLOGIC SLOPE SOIL PROFILE -DEPTH WATER DEPTH TO GROUP - TO TABLE BEDROCK 7 0/0 DEPTH _,USDA TEXTURE (IN) (FT) (IN) Hinckley A 8 to 15% 0-4 Gravelly sandy loam >6.0' >60" (HnQ 4-27 Gravelly loamy sand,loamy fine sand 27-63 Stratified very gravelly loamy fine sand Oakville A 0 to 3% 0-8 Loamy fine sand >.6.0' >60" loamy fine 8-60 Fine sand,sand,loamy fine sand sand (OaK) Belgrade 13 0 to 1% 0-10 Silt loam 1.3-'-3.5' >60" silt loam 10-42 Silt loam,very fine sandy loam (BaA) 42-62 Silt loam,loamy very fine sand, sand and gravel Belgrade B 3 to 8% -0-10 Silt loam 1.5*-3.5' >60" silt loam 10-42 Silt loam,very fine sandy loam (BaB) 42-62 Silt loam,loamy very fine sand, sand and gravel Hartland B 3 to 8% 0-8 Very fine sandy loam >6.0' >60" v fine me 8-21 Silt loam,very fine sandy loam sandy loam 21-60 Stratified silt loam to very fine (HaB) sandy loam. Hudson silt C 8 to 15% 0-14 Silt loam 1.5*-2.0' >60" loam 14-30 Silty clay,silty clay loam u 14-60 Silty clay,silt loam,clay Silt loam >-60" Raynharn C NA 0-8 silt loam 8-25 Silt loam,silt,very fine sandy loam (Ra) 1 25-60 1 Silt loam,silt,very fine sandy loam The Chazen Companies June 20,2002, Cedars Senior Living Facility Page 4 Stormwater Management Report ti 3.3 Topography The site topography,consists of moderately sloping areas surrounding the wetlands on the property. Typical slopes range from 5 to 15-percent across the site. Elevations range from 385 feet above mean sea level, (MSL) at the northwestern property corner to 350 feet above MSL at Bay Road. There are undulating high and low points across the site. 3.4 Wetlands The New York" State Department of Environmental Conservation (NYSDEC) Freshwater Wetlands Map of the Glens Falls Quadrangle, Warren County Map 28 of 29, dated 1980, indicated no State regulated wetlands on site or within 100 feet of the property boundary. Previously, the site had a wetland delineation completed. This wetland delineation was verified by a staff biologist. Based upon the delineation that was previously prepared and verified, there are approximately 5.06 acres of federally regulated wetlands on-site. 3.5 Surface Waters and Flood Plains' Old Maids Brook traverses the site and extends from north to south along the eastern portion of the property. This body of water flows in a north to south direction. No other surface waters were identified on the site. The Federal Emergency Management Agency's (FEMA.'s) Flood Insurance Map 10 of 14 of the Town of Queensbury, New York, dated June 15, 1984, has indicated that the-study area lies within Flood Zone C, an area of minimum flooding and outside.of the 100-year flood plain. 3.6 Rainfall Data Rainfall data utilized in the modeling and analysis was taken from Technical Paper No. 40, Rainfall Frequency Atlas of the U.S. Weather Bureau, p'ublished by the U.S. Department of Commerce. Rainfall data specific to the portion of Warren County under consideration, for various 24-hour storm events, is as follows: The Chazen Companies June 20,2002 Cedars Senior Living Facility Stormwater Management Report Page 5 Table 3.6 RAINFALL DATA STORM 24-HOUR RAINFALL 2-year 2.5 inches 10-year 3.8 inches 25-year 4.4 inches 50-year 4.8 inches 100-year 5.4 inches These values were used when evaluating existing and proposed stormwater run-off conditions. 4.0 HYDROLOGIC AND HYDRAULIC ANALYSIS Analysis of hydrologic and hydraulic conditions and proposed stormwater management facilities was performed by evaluating the relatively homogeneous watershed. Watershed characteristics were assessed from topography maps, soil surveys, site investigations and land use maps. The hydrologic and hydraulic analysis considered the following Design Storms: Table 4.0 DESIGN EVENTS FACILITY DESIGN STORM Storm Sewer 10-year storm Detention Basin (pond) 2-year storm 10-year storm 25-year storm 50-year storm Flood Conditions 100-year storm The Chazen Companies June 20,2002 Cedars Senior Living Facility Storinwater Management Report Page 6 4.1 Existing Watershed Conditions The watershed delineated and described is a 35 acre area. This includes the proposed area of development and upland watershed areas. The watershed delineation is identified on,the mapping provided in Appendix C. The watershed was broken into subcatch'ments to allow for analysis of run-off conditions to several locations around the site. Design points were defined in order to compare the effects resulting from stormwater management facilities proposed with the project. Under existing conditions, stormwater runoff from upland watershed areas drain' from Blind Rock Road in a southeasterly direction and from Bay Road in a southwesterly direction to Old Maids Brook which flows from, north to south through the site eventually to Halfway Creek. Stormwater runoff leaves the site at three different locations. These locations are reffered to as design point 1, design point 2 and' design point 3 within this report; Flow through design point 1 passes directly into Old Maids Brook. Flow through design point 2 travels roughly 1,100 ft southeasterly offsite, and flow through design point 3 travels roughly 1,600 ft southeasterly offsite, both down a small gully at about 3.5% slope to Old Maids Brook. Three design points were selected to compare stormwater runoff for pre- and post- development conditions. Design Point One is located on the eastern property boundry, and Two and Three are located along the southern property boundary of the proposed development. Refer to mapping included in Appendix C. The results of the computer modeling are presented in Appendix C and are summarized as follows: Table 4.1(a) EXISTING FLOW CONDITIONS DESIGN POINT STORM EVENT PEAK OFF SITE TOTAL OFF SITE DISCHARGE RATE DISCHARGE VOLUME (CFS) (AF) 2-year 0.38 0.161 10-year 4.32 0.950 25-year 7.52 1.480 50-year 10.07 1.881 .100-year 14.431 2.5431 The Chazen Companies June 20,2002 Cedars Senior Living Facility Stormwater Management Report Page 7 Table 4.1(b) EXISTING FLOW CONDITIONS ' DESIGN POINT 2 _ STORM EVENT PEAK OFF SITE TOTAL OFF SITE DISCHARGE RATE DISCHARGE VOLUME CFS) (AF) 2-year 0.23 0.023 �r 10- ear 0.91 0.071 25-year 1.39 0.098 50- ,ear 1.68 0..118 100-year 2.16 0.150 Table 4.1(c) M EXISTING FLOW CONDITIONS DESIGN POINT 3 STORM rEVENT -PEAK OFF SITE-, . TOTAL OFF SITE DISCHARGE-RATE.`,_ ___--.DISCHARGE - -VOLUME CFS) (AF) 2-year 0.03 0.015 i 10-year 0.72 0.129 } 25- ear 1.48 0.210 50- ear 2.10 0.273 i 100- ear 3.181 0.378 The stormwater runoff from the upland and on-site watershed areas drain into the Old Maids Brook. 4.2 Proposed Watershed Conditions The proposed conditions consider the existing drainage patterns,and planned site development and grading. The proposed watershed area is composed of 35 (±) acres. Under proposed conditions, stormwater facilities were planned to include culverts with on-site detention controlling off-site discharges. The proposed watershed conditions modeling included all three phases of the proposed development. Reference mapping provided in Appendix D for watershed delineations ','and proposed drainage structures. The Cimzen Companies June 20,2002 i i Cedars Senior Living Facility Storinwater Management Report Page 8. Stormwater run off from proposed subcatchments 1 and 2 with a total area of 23.13 acres including portions-of the off site watershed will be routed both overland and through on-site storm sewers directly to the Old Maids Brook. Most of the onsite area in subcatchments 1 and 2* will remain in a relatively undeveloped condition. Stormwater run off-from proposed subcatchments 3 and 4 with a total area of 6.02 acres will be routed both overland and through on-site storm sewers to the proposed retention pond 1. The pond is designed to address both stormwater quality and quantity. the primary outlet control for pond 1 is a structure with a 4-inch diameter oriface at approximately 3-feet above the pond bottom. The secondary outlet for pond 1 is a 10-foot broad crested weir. The pond bottom elevation will be finished at approximately two feet above bedrock elevation. One foot of water equivalent to 10,890 CF (0.25 AF) will be retained in the pond's permanent pool for stormwater quality purposes. The primary and secondary outflows from pond 1 are discharged directly to the Old Maids Brook at design point 1. Stormwater from proposed subcatchments 5 and 6 with a total area of 5.3 acres will be routed overland to off-site design points 2 and 3. All of the onsite area in subcatchment 5 will remain in an undeveloped condition. To address both stormwater runoff quantity and quality, flow from the impervious parking and road areas i.Ln subcatchment 6 will be routed to two retention ponds with a total 13,400- CF of storage volume. Once offsito, flows through design points 2 and 3 make their way easterly down an existing draw ultimately to the Old Maids Brook at a point approximately 1,300-feet south-along the Brook's course from the site boundary and design point 1. Watershed delineations and the proposed drainage facilities are identified on the mapping provided in Appendix D. The results of the computer modeling are also presented in Appendix D and are summarized as follows: Table 4.2(a) PROPOSED FLOW CONDITIONS DESIGN POINT 1 STORM EVENT PEAK OFF SITE TOTAL OFF SITE DISCHARGE RATE DISCHARGE VOLUME (CFS) (AF) 2-year 0.32 0.181 10-year 3.76 0.964 25-year 6.53 1.430 50-year 8.721 1.712 100-year 12.531 2.330 1 The Chazen Companies June 20,2002 Cedars Senior Living Facility 1 Stormivater Management Report Page 9 Table 4.2(b) PROPOSED FLOW CONDITIONS DESIGN POINT 2 _ STORM EVENT PEAK OFF SITE TOTAL OFF SITE DISCHARGE RATE DISCHARGE VOLUME CFS AF 2-year 0.01 0.001 10- ear 0.29 0.029' 25-year 1.08 0.044 50-year 1.24 0.055 100-year 2.011 0.102 Table 4.2(c) PROPOSED FLOW CONDITIONS DESIGN POINT 3 l STORM EVENT PEAK OFF SITE TOTAL''OFF-SITE - --- -- - - - "DISCHARGE-RAT_E.-_ : ;--DISCHARGE--, - VOLUME l (CFS) (AF) 2- ear 0.01 0.002 j; 10-year 0.21 0.055. 25- ear 0.54 0.099 50- ear 0.85 0.134 i 100-year 1.431 0.195 Table 4.2(d) PROPOSED CONDITIONS DETENTION BASIN (POND 1) STORM EVENT PEAK WATER DEPTH OF FREE BOARD ELEVATION WATER rY FT FT (FT) r 2-year 349.62 2.12 3.88 10 ear 350.49 2.99 3.01 25-year 350.96 3.46 2.54 50-year 351.25 3.75 2.25 100-year 351.70 4.20 1.80 Elevation at bottom of basin=347.50' Flood Elevation of basin=353.50' I The Chaaen Companies June 20.2002 Cedars Senior Living Facility Stortnivater Management Report Page 10 Table 4.2(e) PROPOSED CONDITIONS DETENTION BASIN (POND 2) STORM EVENT PEAK WATER DEPTH OF FREE BOARD ELEVATION WATER T) (FT) , = FT) 2-year 360.50 0.50 1.50 10-year 360.55 0.55 1.45 25-year 360.63 0.63 1.37 50-year 360.64 0.64 1.36 100-year 360.701 0.70 1.30_. Elevation at bottom of basin=360.00' Flood Elevation of basin--362.00' Table 4.2(f) PROPOSED CONDITIONS DETENTION BASIN.(POND 3) STORM EYENT..' PEAK WATER DEPTH"OF FREE BOARD ELEVATION_�- ---WATER (FT) (FT).---- -(FT)*----- - -7-7- 2-year 352.38 0.63 2.87 10-year 353.35 1.60 1.90 25-year 353.83 2.08 1.42 50-year 354.10 2.35 1.15 100-year 354.28 2.53 0.97 Elevation at bottom of basin=351.75' Flood Elevation of basin--355.25' All stormwater runoff from the site flaws ultimately to the Old Maids Brook. Stormwater runoff rates from the site are decreased for the proposed site with,the proposed stormwater facilities. Stormwater runoff volumes from the site are decreased at design points 2 and 3 for all storm events modeled. Stormwater runoff volumes from the site are decreased-at design point 1 for the 100-year, 50-year and 25;.year events. Stormwater runoff volumes from the site are slightly increased-at design point 1 for the lesser events modeled. The total runoff volume through design point 1 is increased by 12% (0.02 AF) for the 2-year event and by 1.5% (0.014 AF) for the 10-year event.4.3 Erosion and Sediment Control Measures The purposed stormwater management system has been designed to convey stormwater flows off-site via overflow pipes and spillways, thereby preventing erosion and uncontrolled conveyance to the downgradient facilities. The Chazen Companies June 20,2002 Cedars Senior Living Facility Storm water Management Report Page II Use of stormwater retention ponds provides treatment of stormwater run-off and removal of suspended particles. Temporary erosion and sediment control measures that shall apply during construction generally include: 1. Minimizing soil erosion and sedimentation by stabilization of disturbed areas and by removing sediment from construction site discharges; 2. Preservation of existing vegetation as much as possible. Following the completion of construction activities in any portion of the site permanent vegetation shall be established an all exposed soils; 3. Site preparation activities shall be planned to minimize the area and duration*of soil'disruption; and 4. Permanent traffic corridors shall be established and "routes of convenience" shall be avoided. Grading and erosion control measures will be included as-part of the construction documents. 4.4 System Maintenance Guidelines To ensure the continued operation of the proposed stormwater management system, the following (minimum) guidelines for maintenance are offered: 4.4.1 Inspection Site cover and associated structures should be inspected periodically for the first few months following construction and then on a biannual basis. Site inspection should also be performed following all major storm events (i.e., intense storms, thunder storms, cloud bursts, etc.). Items to check for include, but are not limited to: 1. Differential settlement of embankments, cracking or erosion; 2. Lack of vigor and density of grass turf, 3. Accumulation of sediments or litter on lawn areas, paved areas or within sumps; and 4.. Damage or fatigue-of storm sewer structures or associated components. The Chazen Companies June 20,2002 { ' Cedars Senior Living Facility Stormwater Management Report Page 12 4.4.2 Mowing and Sweeping Vegetated areas and landscaping should be maintained to promote vigorous and dense growth. Lawn areas should be mowed at least twice a year (more frequent mowing may be desired for aesthetic reasons). Paved areas should be swept at least twice a year. Additional sweeping may be appropriate in the early spring for removal of deicing materials. 4.4.3 Debris and Litter Removal Accumulation of litter and debris should be removed during each mowing or sweeping operation. 4.4.4 Structural Repairs or Replacement The pre-cast or fabricated structural components of the stormwater management systems have estimated longevity which range between 50 to 75 years, depending on material and field conditions. Components of the system that require repair or replacement should be addressed immediately following identification. 4.4.5 Sediment Removal To prevent impacts to stormwater management facilities, the following winter t— maintenance limitations, restrictions or requirements are offered: 1. Remove snow and-ice from inlet and outlet structures; 2. Snow removed from paved areas should not be piled over any inlet structures; 3. Use of deicing materials. should be limited to sand and "environmentally friendly". chemical products. Use of salt. mixtures should be kept to a minimum; i -} 4. Sand used for deicing should be clean, course material free of fines, silts and clays; and I 5. Materials used for deicing should be removed during the early spring by r sweeping and/or vacuuming. I ' The developer/owner is responsible far system maintenance and repair once the improvements have been completed. The developer/owner or designated i � r— The Chazen Companies June 20,2002 Cedars Senior Living Facility Stormivater Management Report Page 13 representative should monitor the condition of site infrastructure, trap efficiency and associated conditions relative to maintenance activities. 5.0 CONCLUSION The Chazen Companies have completed a Stormwater Management Plan for the planned Cedars Senior Living Facility. The plan includes the review of watershed conditions, hydrologic and hydraulic analysis using computer modeling methodology and an evaluation of the proposed improvements across the subject site. The plan allows for the maintenance of existing drainage patterns while continuing the conveyance of upland watershed areas. The plan controls increases in stormwater run-off resulting from the proposed development without adversely affecting downstream conditions. This is demonstrated 'by comparing flows for various storm events. The following information is tabulated for such, comparison and the results of the computer modeling are presented in Appendix C and D: Table 5.0(a) COMPARISON AT DESIGN POINT 1 -STORM EXISTING PROPOSED PROPOSED EVENT 'PEAK -'TOTAL'-- --PEAK TOTAL OFFSITE OFFSITE -OFFSITE OFFSITE DISCHARGE DISCHARGE 'DISCHARGE 'DISCHARGE ' RATE VOLUME RATE VOLUME (CFS) (AF)- (CFS) (AF) 2 year 0.38 0.161 0.32 0.181 10 year 4.32 0.950 3.76 0.964 25-year 7.52 1.480 6.53 1.430 50 year 10.07 1.881 8.72 1.7721 100 year 14.43 2.543 12.53 2.330 The Chazen Companies June 20,2002 Cedars Senior Living Facility Storniwater Management Report Page 14 Table 5.0(b) COMPARISON AT THE DESIGN POINT 2 STORM EXISTING EXISTING PROPOSED PROPOSED EVENT PEAK TOTAL -PEAK -. TOTAL OFFSITE OFFSITE - _-OFFSITE OFFSITE DISCHARGE DISCHARGE DISCHARGE DISCHARGE RATE VOLUME RATE VOLUME (CFS)---- ---- (AF) ---.(CFS) (AF) 2 year 0.23 0.023 0.01 0.001 10 year 0.97 0.071 0.29 0.029 25-year 1.39 0.098 1.08 0.044 50 year 1.68 0.118 1.24 0.055 100 year 2.16 1 0.1501 2.011 0.102 Table 5.0(c) COMPARISON AT THE DESIGN POINT 3 STORM EXISTING EXISTING PROPOSED PROPOSED EVENT PEAK TOTAL PEAK TOTAL OFFSITE 'OFFSITE OFFSITE - ,OFFSITE -------,DISCHARGE DISCHARGE— DISCHARGE -"RATE YOLUME= - RATE VOLUME (CFS) (AF) (CFS) (AF) 2 year 0.03 0.015 0.01 0.002 10 year 0.72 0.129 0.21 0.055 25-year 1.48 0.210 0.54 0.099 50 year 2.10 0.273 0.85 0.134 100 year 3.18 , 0.378 1.43 , 0.195 At design points 2 and 3, stormwater runoff discharges have been mitigated by designed facilities and decrease in both rate and total volume for all storm events modeled. At design point 1 stormwater runoff discharges have been mitigated by designed facilities and decrease in both rate and total volume for the 100-year, 50- year and 25-year events. Small increases in the total runoff volume to design point one were noted for the lesser storm events, the 2-year and 10-year events. The above comparison of existing and proposed watershed conditions demonstrates that off-site peak flow conditions at all design points will pose no significant adverse impacts to the downgradient area or existing stream flow conditions. The proposed stormwater collection system consisting of pipes, open drainage ways and on-site retention and treatment facilities will adequately collect, treat and The Chazen Companies June 20.2002 s - Cedars Senior Living Facility ' Stormwater Management Report Page 15 convey the stormwater. Proposed storm sewer culverts have been designed to convey the 10-year 24-hour storm event without static head at culvert entrances. All proposed culvert_pipes have been designed to have a full flow velocity between 3 and 10 feet per second. Stormwater quality will be enhanced through the implementation of proposed management facilities, -erosion control measures and ' suggested maintenance practices. Since construction activities for the proposed development will disturb more than 5 acres a NYSDEC SPDES permit for stormwater discharges will be submitted prior to commencement of any additional development. Copies of the SPDES form have been included in Appendix E for reference. In closing, it is our opinion that the proposed development plan will not adversely impact adjacent or downstream properties if the stormwater management facilities are properly constructed and maintained. Respectfully submitted, 4 Philip Erik Whitney, F.E. Senior Engineer k e 'ewed d Approved by: J s h M. Lanaro, P.E. Director of Engineering i S:\projectsl30100-30I99\30123 _ _0I Bay Road Senior Housing\DOCS\STORMWATER\3012301STW-RPT rev3.doc k The Chazen Companies Jerre 20,2002 I j ' t 1 Fp i=d! 1?: ; ,�, :=:=:=;—s:�';• ',` as ��/r/f'�'�i;rr t j !`�\`'�'���;�.'_,,`-/�l` ._���� 1! , ���( r�'-..h.�/,5� t�_?-�,\,• i.•{... �I. r� :�';=r"a-�'"'"'j{' "�\ '3' Si.� ,a/ i/i lr�r t/firer � :_ It \ '�� ' ,�_--, i-c�.�„\ :\�'\r l ( '� •-1 '. \ 'k ,\jam.. Lj \�.✓/ +rI 1 11r DESIGN r i f li i rY, / i••,,�,J',� 'r 5�.\•;;':+" '�._,,. _�,:j!^`�-'/':-' ii�'i"/r�%�i' / t_. - i POINT 1 eYe A'a /',515:{: Y��"'*char= =.�=:• '�,,,`r J ?�• - i' ,`�• ; J 'I Fx6 It.. fit j DESIGN �! POINT 3 - � w DESIGN a � POINT 2' confvM n.econr"""m' Ste' X3z A IW MOTlLw.w.0 ff WQOZ not sxnwn u�ts uq anzn ro Z a(7 2 nsv.na 4rV x 1� W "Yaxwmrat wvsu*nrp�awr �sRr,m �, 5W1 $TORYWATEfl-PROROSEU Y SOT , CONSERYAT S& SRRVTQF IR CHNT , . RF.I.FASK ZQ �j TR-20 represents the computerized application of hydrologic jj practices advocated by the Soil Conservation Service. BY data compiled by the National Weather using historic rainfall Service , curve numbers (CH) correlated ' to watershed surface characteri's.tics and soil ' types, identified by the SCS , and basic routing information, TR-20 synthesizes a hydrograph unique to a specific watershed. RA TNFA .i.-RfiNOEF RFi,ATTONSHIPS r , Basic to. SCS methods is the relationship between rainfall and runoff. The volume of runoff (Q) depends upon the volume of precipitation (P) ' the volume of retention, and that portion of precipitation that at the, beginning of a storm preceding runoff termed the initial abstraction (Ia) . Retention, then, is defined as F = .(P-Ia) - Q ( 1) . Letting S equal the -potential. maximum retention, the SCS established the following relationship: S P-Ia The initial abstraction is a function of land use. interception , infiltration depression storage , and antecedent soil moisture. Empirically, the SCS recommends a 20 percent initial 'abstract:ion. Ia = 0. 2 S (3) Substitution and rearrangement of equations (1) , (2) , and (3 ) yields 2 Q = (P - 0. 25) ---------- (4) . T� P T 0. 8 S m o volume reci itation (P) may be determined fror.. Since the' vo u:�:�_ o p_ P the. historical, data based upon an assumed return inter!:al , volume of rune=f may be determined by .one unknown variable . - the potential maximum retention (S) . To solve equation (4} , the SCS developed the - correlation - S _ 1000 10 (5) where CN= Curve Nqmber. CN . i TIME. QZ ONCE131-8AT TON _ Time of concentration (tc) represents the time, required for a water to travel from the hydraulically. most distant point in a watershed to a desired design paint. For use in developing ' the 'SCS unit, hydrograph, the time of concentra"ion is --; cons idered 'to be the' time from the, end of excess .rainf all to i the inflection point on the, recession limb' of she hydrograph. -, SC$ methods employ the Lag Method which relates the- time lag ' (L) , representing the time in hours from 'the center, of the mass of rainfall excess to the peak discharge . to the slope (Y.) in percent, hydraulic length (HLL). in feet, and the maximum retention (S) . In equation form, _ 0. 8 0'. 7 ,0. 5 1900Y r , The empirical relationship between the time- lzg and time of concentrati'on' (tc) in hours is represented by tc 5/3L {7} . UNYT N`TDROGA,APHS By definition, a hydrograph i.s a graph of the discharge rate at a particular point versus time. A. specia= 6--- application. j of hydrograph theories . "a.. unit hydrograph represents 'the discharge generated by 1 . inch of excess prec :tat"ion over a .' homogeneous watershed during. a specified perz^Y of time (i. e. duration) . 'SCS methods employ dimensionless U t hydrographs which the, peak flow rate and time to peak are es tablis'hed by empirical .'relation'ships. y •` y gr p ;volume of The 'area under the unit hydro a h equals t*n I direct runoff (Q) as defined in equation (0. :figure ,1A below depicts the unit hydrograph relationship.. 'As =:own, direct runoff may be computed by 1 Q 1/2 ap (tp + tr) (8) I where ep= Peak Rate of Runoff , tp= Time to Pea:., and tr= j Recession Time. Given that. the SCS- has assumed that tr=1. 67 an the following , to convert qp to cfs , tp in hours , and Q in inches ; relationship may be derived: qp = 484 AQ --------_ '(9 ) where A=watershed area (sq. mi. } . _.i tp EXCESS RAINFALL 7 LAG--� IQ MASS CURVE D / \ of TRIANGLE MASS CURVE OF HTDROGRAPH / \ T` 3.POINT 'OF INFLECTION f •� � 1 .2 / \\ i �0 I 3TV Tr 4 L E VTV fDimensiorless curviline-ar unit hyd_Toe.a?h z=d " i, TA E3 LE 1 A equivalent tr iungu.la.T hydrograph i % As shown by Fi ux� "lA , the time to peak can be expressed In terms of the duration. ow unit precipitation excess (D) and time'.o= concentration by . tc + D = 1.7 tp ( 10) and D/2 + 0. 6 t = tp r Reduction of equations {°) , ( 10) ,' and (11) yie:ds cp _ 726 AQ tc QQNVQLUTIDA As previously-noted. the unit 'hydrograph represents the discharge versus. time relationship for one inch of rainfall uniformly distributed over a time period D, but does not directly provide a design hydrograph or the total runoff volume. In order to achieve this translation, the typical distribution of excess rainfall as observed by SCS and National Weather Service "record data are synthesized with the rainfall relationship represented by the* un; t hydrograph by performing a convolution process. Convolution is the multiplication of a unit hydrograph ordinate. value times a corresponding excess precipitation value at time t. . The unit hydrograph is. then translated' by -a time equal to the duration D and is again multiplied times the corresponding value of the excess precipitation distribution. As I suiting a linear relationship exists , these computed values - are then superposed at each time increment of D. The resulting rate versus time relationship is the, design hydr6graph for a spdcific watershed under a given rainfall recurrence. computation of design hydrographs , the SCS To, facilitate the compuA%., - ' -' . Numerous developed a computer program as a part of TR20 software companies have also developed application programs -2'0 data and SCS methodology. predicated'c-a.ted upon TR FydroCad, as developed and marketed by Applied Microcomputer Sy-stems , utilizes these tenets and was employed for the subject drainage study. As a, summary of its features , a COPY Of HydroCaA_ Specifications has been provided. gv7zgFN0pS Lin L RTBLjQC_RA'Pj4V' For a more extensive discussion of TR-20 and S`-, methodology.. the following references are recommended.- 1. A Richard H. 'McCuen ( 1982) . 2— a P.M f Q P-D_L-a.-,_�r, r�M u I P.t sz ja,,j � National Technical Information Service (1962) . -v fn r Pn Wv *Tnle 5) National �zj. Rom le ezze !ZZ=5�- Technical Information Service ( 1986 ) . -ocadl Storm W Appl; ed Microcomputer Systems - Hydro CAD" S T'OR MWA TER ANALYSIS • '� r-t�� __ t � P_R O GRJ-'I' M J�IHAT IS HYDROCAD? CALCULATING RESULTS IlydroCAD is a Computer Aided Design Progrant for One: a di.r. n has bee; created and each st:uetc:c analyzing the hydrolobf and hydraulics of stormwate: described. IiydcoCAD c:n calcu!:tc the Flows througn- runoff. It utilizes the latest techniques front both ficlds out the syste-t. The process be-i-s at the head of th: to accurately predict the conscquc..ccs of any given w•a.c.shcd and proc:cds do-nstrcar.. so that the in!'tows arc known. when c:c., structure is caiculatcd. 71'c� storm. Typically. this allows the engineer to verify th=: a spc;ify whc:he. you a.-. running a Type I, 11, ar l': given drainage system is adequate for the area undo: storm.., the storm.. rairfatl, and the runofF c:lectatiJ consideration, or to predict where flooding or erosion arc likely to occur, peiod All results arc stored in the database fc: e examination at a-v late: time. Subcatchment runoff is calculated ih accordance with SCS TR•20 rncthodolo4y. Reaches and Ponds use the EXAfi1I\'I?NG RESULTS: Storage-Indication rac:hod. The user may choose DATA SUAJAJARY and GRAPHICS OUTPUT between 24-hour tic I. Ii, and III storms. In order to ev:lu::: both data a.d results Hy'droCA.. provides several r: on. foe::ats_ Each format c:, be CONSTRUCTION OF produced on the compute: display for quick access, on : 'rII_' I.M.AINAGE DIAGItAM printer for repo:,-, or Permanent records, o: On. plotter for the hig::cs; .ou:tay De:phics. The t:,^.e:: A diao-am is eenstruvcd which shows the functional types include not cniy data surtmaties and tabulations, �' but ,!so dischara= c:r%•cs. (sampfc. c-': components,or s.ructu:cs,whic" r..ake up the wzte.shed. hack). Q _.} For any analgsis of a w:tc:shcd and draina;c system,you have a choice of th.cc types of structures; In addition to P:cduc:-; i-dividu:! rcpor: ,form..:: SUB CA7CHAM'v7, R✓tCt:, crtd D:tcNrroN t�ot�'D. I•iydroCAD has a sn:: a! ::nor: ;:-crator chic` :.: The dia^ sho«s tl:c ioca:ic:• of c:c structure and ..utar..atically Prcd_e: :nv mmbin:tion of forests rz how water is routed 'from on: structure to another. one or more s:ruc•ura. This allows prnnncnl% and rcpc.ts :c be p.oduc:d with an absc:.. mini:-_... of DESCRIBING THE STRUCTURES I ° The u,sc. simply fi!!s in the banks which ask for the SOLVING YOUIt PItOIILE\+S inform_.ior Pc.:inc-: to that_ vructurc. For ins::nce, •^ - - Be _:sc • arms _ co- ;tc:c datab_s: s:bc..:c ...:,.. sc.:_- evil! as for t:._ arc- it: acres, the tvd:oC "..' _ - r•, _„ on,; to four SC r_rve thew•_::sh:d :.._ d::i-arc systcr-, you ha_ drauii: Icn,!` nd slat= :❑ \ti•Oltn!NC MOD:_-_ c :-,_s r_ c:sii; b: vc ^ Or,when dcscribir^ .r numbers w:'h r_,:. o r; d :. this ._ -• a-d the c.,ccts ::,�: ��ui �.oC D a Pond, vc: cn:_. :he s:oraa:vs. cicvation data, nd the- just r.:i-ut:s, no: h^ :s, so the c--_i-cc.- c:^ you h:vc a choice or oac o:mor^ outlet devices with the a %•av nc c. Lc.... - plus .. sat_..! ootte: devi:_. T'rc st:rdard devices - i ;d:oCn i r.u: just ..._ . .. '' possibi: This include tha.-p•er.-sicul rccran5ufcr trcir, -_al?sis tool, but _.. fare^ :E of t:.: cng:n-: j Groadcrct:ram rc::cr.M lc. i.•cir, a•, icc, cnrl eulverr. The _•• i• ._.S the =. c '3I• "l dai�a process. ;i dcvi:_ allo•� the user to rocc an- •.: :t'` fill-in screens for ca:r P cd pocsibl: d:sag-..Is : . cnocs: the cuic', I b; cgs:-..:II; :c:;;. .:; hint fn:all the necessary' jug: F:Jr.. . s_f::; _r.c c- I-Co...._:ion. l7ai:d 0- COS: _.. .... _' - •: i • APPLIED iICROCOMPUiL ` '?r`S �'Si C. P.,ge 11111 Road, Cltocorun, N.H. 03S1; (603) 3_3•3666 1 r . HydroCAD SPECIFICATIONS c Up to 50 independent projects may be maintained on each mass storage unit (depending on disk capacity). Projects arc identified by name and listed alphabetically. a Each project may contain up to 9,999 subcatchments, reaches, and ponds. a Subcatclimcnts are described according to standard SCS (Soil Conservation Service) methods including area, curve number, and time-of-concentration. a Subcatcliincnt runoff is calculated by performing a convolution of- the unit hydrograph with -the rainfall distribution curve. This is the method employed by the SCS TR-20 program and provides the most accurate runoff predictions available by any method. HydroCAD runoff results agree with the SCS TR-20 program to better than I'Vo. a Other runoff methods will be added to HydroCAD as the need ariscs. TR-55 is specifically envisioned for consistency with earlier calculations, although TR-20 is considered to provide more accurate predictions. a The use.- may choose between 24-hour type 1, 11 and III storms. Any oEh--.- rainfall distribution can be added on an individual basis. a Reach calculations presently employ the Storagc-Indication method. Other methods (such as the Attenuation-Kincrnatic method used in TR-20) will be added as the need arises. a Each reach muy-have a constant base flow to represent continous non-storm, conditions. c Reaches may be a pip.- or open channel. A channel may be rectangular, V-shaped, or trapezoidal. Left and right side-slopes may be dirrcrunL. Other channels may be utilized by entering the cnd-arcs and discharga vs. cicvaLior, curves. c Pipes which exceed capacity will cause water to be detained and a warning cssag-- to appear. For channels which overtop HydroCAD will extrapolate from the end-area and discharge curves, and display a warning message. a Pond calculations employ the Storagc-indication method. This is highly accurate for ponds where the stored water has n.�ar zero velocity. c 'A sartin: cic-.-aior. may be spcciricL, for cash pond to rcprcscn c the scasona; p.-c-scorm. water level. a Ponds n-av have multiple outlet control dcviccs including a V-NOECII we*,,-, Sl,.,.-[)-crested or Broad- crested weir, Orifice (partially or fullysuionicrgcd), or a culvert. A special device may be employed by entc.-ir., its discharge vs. elevation curve. Standard and special dcv:c:s —..av be used in zc',' Exfiltration Calculations Since exfiltration is incorporated into a pond's stage-discharge curve,it is classified as an "outlet device." Exfiltration is also distinct from an"inflow loss," in that it continues to occur even when there is no inflow. To separate exfiltration from other "true" outflows, it is usually directed to a "secondary outflow" to prevent further routing. Although there are few standards as to how to determine exfiltration, HydroCAD provides two basic procedures that can be used to implement a wide range of design methods: 1) A constant exfiltration rate Q may be specified in CFS. This value is applied at all stage- discharge increments above the specified invert elevation. Zero exfiltration is used for all stage- discharge increments at or below the invert elevation. A constant exfiltration may also be used 7 to model a pump or other "outlet" that "turns on" at a given elevation. The invert elevation is commonly set to the bottom of the pond. This yields zero exfiltration when the pond is empty; increasing to the;specified rate at the first stage-discharge increment. A higher invert may be specified if lower levels of the pond are impervious and have no exfiltration. 2) An exfiltration velocity V may be specified in FPM. This is multiplied by the available exfiltration area at a given elevation to determine the exfiltration rate in CFS. Oy V (Ay-Aj,,,r) Eq. 32 60 Qy=Exfiltration at elevation Y [CFS]. V=Exfiltration velocity [FPM] Ay=Exfiltration area at elevation Y [SF] A,,,,,_' Exfiltration area at invert elevation [SF] The exfiltration area may be defined in two ways: A) if all exfiltration is assumed to be downward (none through the sides of the pond), you may use the pond's surface area; B) if exfiltration occurs through all exposed surfaces regardless of slope,you may use the pond's wetted area. In either case, the available area .is the additional exfiltration area lvina above the invert elevation. No exfiltration will occur through the portion of the pond that lies at or below the ' invert elevation. To allow exfiltration through the bottom of the pond, set the invert elevation to zero. For shallow ponds, the surface area and wetted area are almost identical,'so the surface area method is recommended. Onlv for drvwells and other ponds with significant side-areas is the wetted-area method needed. (See page 131 for details on wetted area calculations.) 120 HydroCAD Technical Reference Using a prec rate A measured pert rate can be converted to an equivalent exfiltration velocity by the following equation. However,- other factors must be considered to determine if this is a reasonable design value for a proposed exfiltration area. (For example, can a large pond be expected to pert at the same rate as a small test pit?) V = P Eq. 33 12 V=Exfiltration velocity [FPM] P=Perc Rate [Minutes per Inch] Tips for using exfiltration Setting the invert elevation The invert elevation is intended to exclude the impervious lower elevations of the pond. Exfiltration will occur only when the water surface exceeds this level. When using the velocity method, exfiltration will apply only to any additional area lying above the invert. This distinction is particularly important in the case of flat bottomed ponds, such as drywells. With the invert at this lowest level, any bottom area will be excluded from exfiltration. If you want to allow exfiltration through a flat bottom-by the velocity method, you must set the exfiltration invert to zero. Using surface area vs. wetted area By basing exfiltration on surface area,you are stating that.all flow will essentially be downward. y Only horizontal areas (above the invert) are available for exfiltration. All vertical areas are excluded. 7 If you.wish to include vertical surfaces, such as the sides of a drywell, then you may want to specify wetted area. As always, it is your responsibility to ensure that this computation is applicable to your particular situation. Advanced techniques While most cases will require just a single exfiltration device, it is also possible to use several exfiltration devices on a single pond. This could be used to model multi-stage exfiltration schemes, such as a dry-well Mat overflows into a perforated pipe. As with all pond designs,you should view and understand the stage-discharge plot to make sure the pond is exhibiting the behavior you expect. Do not rely solely on a review of the hydrograph where the pond's behavior is intertwined with the complexities of the inflow hydrograph. S f s g . S /l� Ill ��-._-- �—/ r'.✓Sri l i �J -"_�``1 � !��//��.3-''' 1`2>w. .,�`^ `= �. � �i r I I���� Z —z—_1 /j//p0" / i/� Y v��� / llll i.I I ���/l ////`III/ 1 \��\.// / �✓Y 't"� �r ��r a �Y)) 4. �/ ,/�/i / ��/ �� li(I;Illl I�� �___,\\� - \��/ � ,- /l, \�L I,"fit�..�-, / �I ✓ / �` DESIGN /� ��``y /���'' ��`�..��\�•�•_ f � it/"'---..r_,,,y4� / r .�^ ' POINT 1 DESIGN POINT 3 w a DESIGN °2z aT POINT 2 Xa Z° uz y/°°z .00 az a00 a g O rc 3TM—TER3RDP0SED �'""` C14 Zia nt, -C� U;A, AVAAO%l 1A- 3r -fart 7-- IL CL 07 4 (v Lu AUK jj, —,54 LU ;z "I V 00� -�4,Z IM 15 A v -"PAN, q j ly. Ij elf 11-a n j zi i4i q p kii"i. N'l 4is jy la VP p qp ra, -i`!--4,-,i'-r,,' Appendix C: Existing Drainage Conditions (Pocket) 1R v is .-2S 2R' 5R' 3 S (4S 3R 4R Drainage Diagram for Existing Conditions 30123�01 OSubcat ]Reach on link Prepared by The Chazen Companies 6/25/2002 HydroCADO 6.00 sin 000927 01986-2001 Applied Microcomputer Systems I a i I � i t � r-; 2-YEAR 24-HOUR STORM Existing Conditions 30,12301 Type 24-hr Raihfall=2.50'�- 2.YR EVENT Prepared by The Chazen Companies Page 1 HydroCAD@ 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Time span=10.00-20.00 hrs, dt=0.10 hrs, 101 points - Runoff by SCS TR-20 method, UH=SCS,Type 11 24-hr Rainfall=2.50" Reach routing.by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: N.W. Portion Tc=55.6 min CN=57 Area=l 6.820 ac Runoff=0.29 cfs 0.119 of Subcatchment 2S: N.E. Portion Tc=28.5 min CN=54 Area=l 1.62 0 ac Runoff=0.09 cfs 0.047 of Subcatchment 3S: S.S.W. Portion Tc=34.4 min CN=53 Area=4.980 ac Runoff=0.03 cfs 0.015 of Subcatchment 4S: S.E. Corner Tc=18.7 min CN=66 Area=0.990 ac Runoff=0.23 cfs 0.023 of Reach I R: R-1-1 Inflow=0.29 cfs 0.119 of Length=522.0' Max Vel= 1.3 fps Capacity=49.97 cfs Outflow=0.29 cfs 0.116 of Reach 2k: R-2-1 Inflow=0.29 cfs 0.116 of Length=322.0' Max Vel= 1.1, fps Capacity=327.64 cfs' Outflow=0.29 cfs 0.114 af- Reach 3R: SUMMATION DESIGN POINT 3 Inflow=0.03 cfs 0.015 of Length= 1.0' Max Vel=4.4 fps Capacity= 19.30cfs Oufflow=0.03cfs 0.015 of Reach 4R: SUMMATION DESIGN POINT 2 Inflow=0.23 cfs 0.023 of Length= 1.0' Max Vel=8.3 fps Capacity= 19.30 cfs Outflo w=0.23 cfs 0.023 of Reach 5R: SUMMATION DESIGN POINT I Inflow=0.38 cfs 0.161 of Length= 1.0' Max Vel=9.7 fps Capacity= 19.30 cfs Oufflow=0.38 cfs 0.161 of Runoff Area=34.410ac Volume=0.204af Average Depth=0.0719 Existing Conditions 3012301 Type // 24-hr Raihfall=2.50'I- 2 YR EVENT Prepared by The Chazen Companies Page 2 HydroCADO 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Subcatchment IS: N.W. Portion Runoff = 0.29 cfs @ 13.18 hrs, Volume= 0.119 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Typell 24-hr Rainfall=2.50" Area (ac) CN Description 0.980 36 Woods Fair A-Soils 5.360 60 Woods Fair B-Soil s 6.080 73 Woods Fair C-Soils 4.400 36 Offsite Woods Fair A-Soils 16.820 57 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (M) (fUsec) (cfs) 29.0 150 0.0290 0.1 Sheet Flow,Segment ID: 1-1 Woods: Light underbrush n= 0.400 P2=2.50" 26.6 1,358 0.0290 0.9 Shallow Concentrated Flow, Segment ID: 1-2 Woodland Kv= 5.0 fps 55.6 1,508 Total Subcatchment 2S: N.E. Portion Runoff = 0.09 cfs @ '13.58 hrs, Volume= 0.047 of f Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfali=2.50" Area (ac) CN Description _j 0.140 35. Brushy Field Fair A-Soils 0.820 56 Brushy Field Fair B-Soils 4.160 70 Brushy Field Fair C-Solls 1.500 73 Woods Fair C-Soils 5.000 35 Offsite Fields Fair A-Soils 11.620 54 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) . (ft/sec) (cfs) 19.0 150 0.0300 0.1 Sheet Flow, Segment ID: Grass: Dense n= 0.240 P2= 2.50" 9.5 694 0.0300 1.2 Shallow Concentrated Flow, SC-2-1 Short Grass Pasture Kv= 7.0 fps 28.5 844 Total Existing Conditions 3012301 Type 24-hr Rainfalf=2-50'�- 2 YR EVENT Prepared by The Chazen Companies Page 3 HydroCADO 6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Subcatchment 3S: S.S.W. Portion 1J. Runoff 0.03 cfs @ 15.20 hrs, Volume= 0.015 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfali=2.50" Area (ac) CN Description 1.600 36 Woods Fair A-Soils 3.290 60 Woods Fair B-Soils 0.090 73 Woods Fair C-Soils 4.980 53 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (M) (ft/sec) (cfs) 22.8 150 0.0530 0.1 Sheet Flow, Segment ID: Woods: Light underbrush n= 0.400 P2=2.50" 11.6 801 0.0530 1.2 Shallow Concentrated Flow, Segment ID: SC-3-1 Woodland Kv= 5.0 fps 34.4 951 Total Subcatchment 4S: S.E. Corner Run6ff = 0.23 cfs @ 12.12 hrs, Volume= 0.023 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00.hrs, dt-- 0.10 hrs Typo 11 24-'hr-Rainfall=2.50" Area (ac) CN Description 0.540 60 Woods Fair B-Soils 0.450 73 Woods Fair C-Soils 0.990 66 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.5 150 0.1.020 0.1 Sheet Flow, SC-4-1 Woods: Light underbrush n= 0.400 P2= 2.50" 1.2 115 0.1020 1.6 Shallow Concentrated Flow, SC-4-1 Woodland Kv= 5.0 fps 18.7 265 Total Reach I R: R-1-1 Inflow = .0.29 cfs @ 13.18 hrs, Volu'me= 0.119 of Outflow '0.29 cfs @ 13.38 hrs, Volume= 0.116 af, Atten= 0%, Lag= 11.8 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 1.3 fps, Min. Travel Time= 6.7 min Avg. Velocity= 1.0 fps, Avg. Travel Time= 8.3 min Existing Conditions 30123-01 Type // 24-hr Rainfa11=2..50'!- 2 YR EVENT Prepared by The Chazen Companies Page 4 J HydroCADO 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth= 0.1 V Capacity at bank full=49.97 cfs 2.00' x 2.00' deep channel, n=0.030 Length= 522.0' Slope= 0.01507' Side Slope Z-value= 1.07' Reach 2R: R-2-1 Inflow = 0.29 cfs @ 13.38 hrs, Volurne= 0.116 of Outflow = 0.29 cfs @ 13.53 hrs, Volume= 0.114 af, Atten= 0%, Lag= 9.2 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 1.1 fps, Min. Travel Time= 5.1 min Avg. Velocity= 0.9 fps, Avg. Travel Time= 6.1 min Peak Depth= 0.07' Capacity at bank full=327.64 cfs 4.00' x 4.00' deep channel, n=0.030 Length= 322.0' Slope= 0.0160T Side Slope Z-value= 1.07' Reach 3R: SUMMATION DESIGN POINT 3 Inflow = 0.03 cfs @. 15.20 hrs, Volume= 0.015 of Outflow = 0.03 cfs @ 15.21 hrs, Volurne= 0.015 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity=4.4 fps, Min. Travel Time= 0.0 min j Avg. Velocity=4.2 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.03' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.00007' Reach 4R: SUMMATION DESIGN POINT 2 Inflow 0.23 cfs @ 12.12 hrs, Volume= 0.023-af Outflow = 0.23 cfs @ 12.12 hrs, Volurne= 0.023-af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max.Velocity= 8.3 fps, Min. Travel Time-- 0.0 min Avg. Velocity=4.4 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.08' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.00007' Existing Conditions 3012301 Type //24-hr Rainfall=2.50'�- 2 YR EVENT Prepared by The Chazen Companies Page 5 HydroCADO 6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6125/2002 rt Reach 5R: SUMMATION DESIGN POINT 1 Inflow = 0.38 cfs @ 13.54 hrs, Volume= 0.161 of Outflow = 0.38 cfs @ 13.54 hrs, Volume= 0.161 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 9.7 fps, Min. Travel Tirne= 0.0 min Avg. Velocity= 8.3 fps, Avg. Travel Time= 0.0 min - Peak Depth= 0.10' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.00007' 1 71 li i 1 I € i ' k n i r_t { ,�F f t a 10 YEAR 24-H.OUR STORM { Existing Conditions 3012301 Type 24-hrRainfa11=3.80"- 10 YR EVENT Prepared by The Chazen Companies Page 1 HydroCAD@ 6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Time span=10,00-20.00 hrs, dt=0.10 hrs, 101 points Runoff by'SCS TR-20 method, UH.=SCS,Type 11 24-hr Rainfall--3.80" Reach routing by Stor-Ind+Trahs method - Pond routing by Stor-(nd method Subcatchment IS: N.W. Portion Tc=55.6 min CN=57 Area=1 6.820 ac Runoff=3.26 cfs 0.624 of Subcatchment 2S: N.E. Portion Tc=28.5 min CN=54 Area=1 1.620 ac' Runoff=2.25 cfs 0.334 of Subcatchment 3S: S.S.W. Portion Tc=34.4 min CN=53 Area=4.980 ac Runoff=0.72 cfs 0.129 of Subcatchment 4S: S.E. Corner Tc=1 8.7 min CN=66 Area=0.990 ac Runoff=0.97 cfs 0.071 of Reach I R: R-I-1 Inflow=3,26 cfs 0.624 of Length=522.0' Max Vel "'2.9fps Capacity=49.97 cfs Oufflow=3.22cfs 0.619 of Reach 2R: R-2-1 Inflow=3.22 cfs 0.619 of Length=322.0' Max Vel=2.6 fps Capacity= 327.64 cfs Outflow=3.20 cfs 0.615 of Reach 3R: SUMMATION DESIGN POINT 3 Inflow=0.72 cfs 0.129 of Length= 1.0' Max Vel= 11.8 fps Capacity= 19.30 cfs Outflow=0.72 cfs 0.129 of Reach 4R: SUMMATION DESIGN POINT 2 Inflow=0.97 cfs 0.071 of Length= 1.0' Max Vel= 12.8fps Capacity= 19.30 cfs Outflow=0.97 cfs 0.071 of Reach 5R: SUMMATION DESIGN POINT 1 Inflow=4.32 cfs 0.950 of Length= 1.0' Max Vel= 19.8 fps Capacity= 19.30 cfs Outflow=4.32 cfs 0.950 of Runoff Area 34.41.0 at Volume 1.158af. Average Depth=0.40" Existing Conditions 30123 01 Type 1124-hr Rainfall=3.80" 10 YR EVENT Prepared by The Chazen.Companies Page 2 HydroCAD®6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 _t Subcatchment 1 S: N.W. Portion Runoff = 3.26 cfs @ 12.67 hrs, Volume= 0.624 of Runoff by SCS TR-20 method, UH=SCS,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 1124-hr Rainfall=3.80 Area (ad) CN Description 0.980 36 Woods Fair A Soils 5.360 60 Woods Fair B-Soils , 6.080 73 Woods Fair C-Soils - 4.400 36. Offsite Woods Fair A-Soils 16.820 57 Weighted Average. • Tc Length Slope. Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs). 29.0 150 0.0290 0.1 Sheet Flow,Segment ID: 1-1 Woods:-Light underbrush ri= 0.400 P2= 2.50" 26.6 1,358 0.0290 0.9 Shallow Concentrated Flow; Segment ID: 1-2 ,- Woodland Kv=*5.0 fps 55.6 1,508 Total Subcatchment-2S: N.E. Portion i Runoff = 2.25 cfs @ 12.29 hrs, Volume 0.334 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt#0.10 hrs Type 1124-hr Rainfall=3.80" Area (ac) CN Description k 0.140 35 Brushy Field Fair A-Sails 0.820 56 Brushy Field Fair B-Soils - 4.160 70 Brushy Field Fair C-Soils 1.500 73 Woods Fair C-Soils 5.000 35 Offsite Fields Fair A-Soils -, 11.620 54 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec)' (cfs) � F 19.0 150 0.0300 0.1 Sheet Flow, Segment ID: o- Grass: Dense n= 0.240 P2=2.50" 9.5 694 0.0300 1.2 Shallow Concentrated Flow, SC-2-1 IF_h Short Grass Pasture Kv= 7.0 fps 28.5 844 Total f• j I t I ) i Existing.Conditions 3012301 Type 1124-hr Rainfa/1=3.80= 10 YR EVENT Prepared by The Chazen Companies Page 3 f HydroCAD®6.00 s/n 000927 © 1986-2001 Applied Microcomputer Systems 6/25/2002 Subcatchment 3S: S.S.W. Portion Runoff = 0.72 cfs @ 12.39 hrs, Volume= 0.129 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 1124-hr Rainfall=3.80" Area (ac) CN Description 1.600 36 Woods Fair A-Soils 3.290 ..60 Woods Fair B-Soils 0.090 73 Woods Fair C-Soils ' 4.980 53 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.8 150 0.0530 0.1 Sheet Flow,Segment ID: n Woods: Light underbrush n= 0.400 P2= 2.50" 11.6 801 0.0530 1.2 Shallow Concentrated Flow, Segment ID: SC-3-1 Woodland Kv= 5.0 fps 34.4 951 Total IJ Subcatchment 4S: S.E. Corner Runoff 0.97 cfs @ 12.09 hrs; Volume= 0.071"af Runoff by SCS TR-20 method, UH=SCS,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 1124-hr Rainfall=3.80" Area(ac) CN Description 0.540 60. Woods Fair B-Soils 0.450 73 Woods Fair C-Soils 0.990 .66 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs), 17.5 150 0.1020 0.1 Sheet,Flow, SC-4-1 Woods: Light underbrush n= 0.400 P2= 2.50" 1.2 115 0.1020 1.6 Shallow Concentrated Flow, SC-4-1 - Woodland Kv="5.0 fps 18.7 265 Total _ Reach 1 R: R-1-1 Inflow - 3.26 cfs @ 12.67 hrs; Volume= 0.624 of _ Outflow = 3.22 cfs @ 12.76 hrs, Volume= 0.619 af, Atten= 1%, Lag='5.3 min -j Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 2.9 fps; Min. Travel Time= 3.0 min 17 Avg. Velocity= 1.8 fps, Avg. Travel Time=4.8 min i I Existing Conditions 30123l01 Type 1124-hrRainfa11=3.80" 10 YR EVENT 1 Prepared by The Chazen Companies Page 4 ;_` MydroCAD®6.00 s/n 000927 01986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth= 0.45' Capacity at bank full=49.97 cfs T 2:00' x 2.00' deep channel, n=0.030 Length= 522.0' Slope= 0.01 50 T Side Slope Z-value= 1 A 7' Reach 2R: R-2-1 . Inflow = 3.22 cfs @ 12.76 hrs, Volume= 0.610 of Outflow = 3.20 cfs @ 12.82 hrs, Volume= 0.615 af, 'Atten= 1%, Lag= 3.8 min Routing by Stor-Ind,+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max: Velocity=2.6 fps, Min. Travel Time= 2.1 min Avg..Velocity= 1.5 fps, Avg. Travel Time= 3.5 min JPeak Dep#h= 0.29' Capacity at bank full=327.64 cfs 4.00' x.4.00' deep channel, n=0.030 Length= 322:0' Slope= 0.0160 T Side Slope Z-value= 1.07' Reach 3R: SUMMATION DESIGN POINT 3 , 1 Inflow = 0.72 cfs @ 12.39 hrs, Volume= 0.129 of Outflow = 0.72 cfs @ 12.39 hrs, Volume= 0.129 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 11.8 fps, Min. Travel Time= 0.0 min Avg. Velocity= 7.5 fps, Avg. Travel Time 0.0 min i , Peak Depth=.0.13' Capacity at bank full= 19.30 cfs I 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 T 1_ Reach 4R:, SUMMATIONDESIGN POINT 2 - Inflow - 0.97 cfs @ 12.09 hrs, Volume= 0.071 of Outflow = 0.97 cfs @ 12.09 hrs,, Volume= 0.071 af,I Atten= 01/6, Lag= 0.0 min J� Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 12.8 fps, Min. Travel Time=0.0 min 1- Avg. Velocity= 5.8 fps, Avg..Travel Time=0.0 min Peak Depth= 0.15' --, Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 T iv R� I� Existing Conditions 301-23 01 Type 1124-hrRainfall=3.80'- 10 YR EVENT j Prepared by The Chazen Companies Page 5 �t HydroCADC3 6.00 s/n 000927 O 1986-2001 Applied Microcomputer Systems 6/25/2002 Reach 511: SUMMATION DESIGN POINT 1 Inflow - 4.32 cfs @ '12.73 hrs, Volume= 0.950 of Outflow = 4.32 cfs @ 12.73 hrs, Volume= 0.950 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs -1 Max. Velocity= 19.8 fps, Min. Travel Time= 0.0 min ! i Avg. Velocity= 13.5 fps, Avg. Travel Time= 0.0 min Peak Depth=-0.32' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 T , E LJ i� � r ��t � c � I i i f I� 25 YEAR 24—HOUR STORM a Existing Conditions 3012301 Type 24-hr Rainfall=4.40"-25 YR EVENT Prepared by The Chazen Companies Page 1 HydroCAD@ 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems. 6/25/2002 Time span=1 0.00-20.00 hrs, dt=O;l 0 hrs, 101 points Runoff by SCS TR-20 method, UH=SCS,Type 11 24-hr Rainfall=4.40" Reach routing by Stor-Ind+Trans method - Pond routing by Stordn.d method Subcatchment IS: N.W. Portion Tc=55.6 min CN=57 Area=16.820 ac Runoff=5.62 cfs 0.955 of Subcatchment 2S: N.E. Portion Tc=28.5min CN=54 Area=11.620ac Runoff=4.40 cfs 0.536 of Subcatchment 3S: S.S.W. Portion Tc=34.4 min CN=53 Area=4.980 ac Runoff= 1.48 cfs 0.21 Oaf Subcatchment 4S: S.E. Corner Tc=18.7 min CN=66 Area=0.990 ac Runoff= 1.39 cfs 0.098 of Reach I R: R-1-1 Inflow=5.62 cfs 0.955 of Length=522.0' Max Vel=3.5 fps Capacity=49.97 cfs Outflow=5.56 cfs 0.949 of Reach 2R: R-2-1, Inflow=5.56 cfs 0.949 of Length=322.0' Max Vel= 3.1 fps Capacity=327.64 cfs Outflow=5.51 cfs 0.945 of Reach 3R: SUMMATION DESIGN POINT 3 Inflow= 1.48 cfs 0.21 Oaf Length= 1.0' Max Vel= 14.4 fps Capacity= 19.30 cfs Outflow= 1.48 cfs 0.210 of Reach 4R: SUMMATION DESIGN POINT 2 Inflow= 1.39 cfs 0.098 of Length= 1.0' Max Vel= 14.2 fps Capacity= 19.30 cfs Outflow=1.39 cfs 0.098 of Reach 5R: SUMMATION DESIGN POINT 1 Inflow=7.52 cfs 1.480 of Length= 1.0' Max Vel=23.0 fps- Capacity= 19.30 cfs Outflow=7.52 cfs 1.480 of Runoff Area= 34.410ac Volume= 1.799af Average Depth=0.63" { Existing Conditions 30123 01 Type 1124-hr Rainfall=4.40'- 25 YR EVENT Prepared by The.Chazen Companies Page 2 HydroCADO 6.00 s/n 000927 © 1986-2001 Applied Microcomputer Systems 6/25/2002 i Subcatchment IS: N.W. Portion Runoff = 5.62 cfs @ 12.63 hrs, Volume= 0.955 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0:10 hrs Type 1124-hr Rainfall=4.40" Area(ac) CN Description 0.980 36 Woods Fair A Soils . 5.360 60 Woods Fair B-Soils 1 6.080 73 Woods Fair C-Soils 4.400 36 Offsite Woods Fair A-Soils 16.820 57 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) (� 29.0 150 0.0290 0.1 Sheet Flow,Segment ID: 1-1 Woods: Light underbrush n= 0.400 P2= 2.50" 26.6 1,358 0.0290 0.9 Shallow Concentrated Flow, Segment ID: 1-2 — Woodland Kv= 5.0 fps 55.6 1,508 Total Subcatchment 2S: N.E. Portion Runoff = 4.40 cfs @ 12.25 hrs, Volume= 0.536 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 1124-hr Rainfall=4.40" Area(ac) CN Description 0.140 35 Brushy Field Fair A-Soils 0.820 56 Brushy Field Fair B-Sails 4.160 70 Brushy Field Fair C-Sails 1.500 73 Woods Fair C-Soils 5.000 35 Offsite Fields Fair A-Soils 11.620 54 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) —j 19.0 150 0.0300 0.1 Sheet Flow, Segment ID: ''J Grass: Dense n= 0.240 P2= 2.50" 9.5 694 0.0300 1.2 Shallow Concentrated Flow, SC-2-1 ti Short Grass Pasture Kv= 7.0 fps 28.5 844 Total 7 I " l , Existing Conditions 30123_01 Type 1124-hr Rainfall=4.40"-25 YR EVENT k Prepared by The Chazen Companies Page 3 -� HydroCADO 6.00 s/n 000927 O 1986-2001 Applied Microcomputer Systems 6/25/2002 l Subcatchment 3S:.S.S.W. Portion � 1 Runoff - 1.48 cfs @ 12.35 hrs, Volume= , 0.210 of Runoff by SCS TR-20 method,,UH=SCS,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs: Type 1124-hr Rainfall=4.40" Area (ac) CN Description 1.600 36 Woods Fair A-Soils 3.290 60 Woods Fair B-Soils 0.090 73 Woods Fair C-Soils 4.980 53 Weighted Average Tc Length . Slope . Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.8 150 0.0530 0.1 Sheet Flow,Segment ID: Woods: Light underbrush n= 0.400 P2= 2.50" t 11.6 801 '0.0530 1.2 Shallow Concentrated Flow; Segment ID: SC-3-1 Woodland Kv= 5.0 fps 34.4 951 Total Subcatchment 4S: S.E. Corner Runoff - 1.39 cfs @ 12.09 hrs; Volume=, 0.098 of 7 Runoff by SCS-TR-20 method, UH=SCS,"Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 1124-hr Rainfall=4.40" Area(ac) CN Description 0.540 60 Woods Fair B-Soils -. 0.450 73 Woods Fair C-Soils 0.990 66 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (.cfs) 17.5 150: 0.1020 0.1 Sheet Flow, SC-4-1 Woods: Light underbrush n= 0.400 P2=2.50" 1.2 115 0.1020 1.6 Shallow ConcentratedFlow, SC-4-1 Woodland Kv= 5.0 fps 18.7 265 Total Reach 1 R: R-1-1 Inflow = 5.62 cfs @ 12.63 hrs, Volume= 0.955 of F Outflow - 5.56 cfs @ 12.71 hrs, Volume= 0.949 af, Atte.n= 1%, Lag=4.7 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs, Max. Velocity=3.5 fps, Min. Travel Time= 2.5 min Avg. Velocity= 2.0 fps, Avg. Travel Time=4.3 min Existing Conditions 3012301 Type 24-hr Rainfall=4.40'"25 YR EVENT Prepared by The Chazen Companies Page 4. HydroCADO 6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth=0.62' Capacity at bank full=49.97 cfs 2.00' x 2.00' deep channel, n= 0.030 Length=522.0' Slope= 0.01 50T Side Slope Z-value= I:07` Reach 2R: R-2-1 i Inflow 5.56 cfs @ 12.71 hrs, Volume= 0.949 of Outflow = 5.51 cfs @ 12.76 hrs, Volurne= 0.945 af, Aften= 1 Lag= 2.0 min ' Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 his Max. Velocity= M fps, Min. Travel Time= 1.7 min Avg. Velocity= 1.7 fps, Avg. Travel Time= 3.1 min Peak Depth=0.41' Capacity at bank full=327.64 cfs 4.00' x 4.00' deep channel, n= 0.030 Length=322.0' Slope= 0.0160 T Side Slope Z-value= 1.07' Reach 311: SUMMATION DESIGN POINT 3 Inflow = 1.48 cfs @ 12.35 hrs, Volume= 0.210 of Outflow = 1.48 cfs @ 12.35 hrs, Volume= 0.21 Oaf, Aften= 0%, Lag= 0.0 min Routing by Stor-lhd+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 14.4 fps, Min.Travel Time= 0.0 min Avg. Velocity= 8.5 fps, Avg. Travel Time= 0.0 min Peak Depth=0.19' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n=.0.024 Length= 1.0' Slope= 1.0000 7' Reach 4R: SUMMATION DESIGN POINT 2 Inflow 1.39 cfs @ 12.09 hrs, Volume= 0.098 of Outflow = 1.39 cfs @ 12.09 hrs, Volume= 0.098 af, Aften= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span' 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 14.2 fps, Min. Travel Time= 0.0 min Avg. Velocity= 6.2 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.18' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000T J J rl 1 � Existing Conditions 30123_01 Type 1124-hr Rainfall=4.40'-25 YR EVENT Prepared by The Chazen Companies Page 5 HydroCADO 6.00 s/n 000927 01986-2001 Applied Microcomputer Systems 6/25/2002 _i Reach 511: SUMMATION DESIGN POINT 1 Inflow - 7.52 cfs @ 12.65 hrs, Volume= 1.480 of (" Outflow - 7.52 cfs @ 12.65 hrs, Volume= 1.480 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs. - Max. Velocity= 23.0 fps, Min. Travel Time= 0.0 min Avg. Velocity= 15.2 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.43' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 7' L I 4 I� i i � F i Y 1 3 F iI F 5 ratt 1 4 � C i f } 1 � 1 i a 50 YEAR 24-HOUR STORM y� � �r Existing Conditions 3012301 Type //24-hr Rainfall=4.80'�- 50 YR EVENT Prepared by The Chazen Companies Page 1 HydroCADO 6.00 s/n 000927 Q 1986-2001 Applied Microcomputer Systems 6/25/2002 Time span=10.00-20.00 hrs, dt=0.10 hrs, 101 points Runoff by SCS TR-20 method, UH=SCS,Type 11 24-hr Rainfall=4.80" Reach routing by Stor-!Ind+Trans method - Pond routing by Stor-Ind method Subcatchment IS: N.W. Portion Tc=55.6 min CN=57 Area=1 6.820 ac Runoff=7.45 cfs 1.203 of Subcatchment 2S: N.E. Portion Tc=28.5 min CN=54 Area=1 1.620 ac Runoff=6.23 cfs 0.689 of Subcatchment 3S: S.S.W. Portion Tc=34.4 min CN=53 Area=4.980 ac Runoff=2.10 cfs 0.273 of Subcatchment 4S: S.E. Corner Tc=1 8.7 min CN=66 Area=0.990 ac Runoff= 1.68 cfs 0.118 of Reach I R: R-1-1 Inflow=7.45 cfs 1.203 of Length=522.0' Max Vel=3.8 fps Capacity=49.97 cfs Outflow=7.37 cfs 1.196 of Reach 2R: R-2-1 Inflow=7.37 cfs 1.196 of Length=322.0' Max Vel=3.4 fps Capacity= 327.64 cfs Outflow=7.32 cfs 1.192 of Reach 3R: SUMMATION DESIGN POINT 3 Inflow=2.10 cfs 0.273 of Length= 1.0' Max Vel= 16.1 fps Capacity= 19.30 cfs Outflow=2.10 cfs 0.273 of Reach 4R: SUMMATION DESIGN POINT 2 Inflow= 1.68 cfs 0.118 of Length= 1.0' Max Vel= 15.1 fps Capacity= 19.30 cfs Outflow= 1.68 cfs 0.118 of Reach 5R: SUMMATION DESIGN POINT I Inflow= 10.07 cfs 1.881 of Length= 1.0' Max Vel=24.8 fps Capacity= 19.30 cfs Outflow= 10.07 cfs 1.881 of Runoff Area=34.410 ac Volume=2.283af Average Depth=0.80" r7 Existing Conditions 3012301 Type 24-hr Rainfa9=4.80"- 50 YR EVENT Prepared by The Chazen Companies Page 2 HydroCADO 6.00 s/n 000927 @ 1986-2001.Applied Microcomputer Systems 6/25/2002 Subcatchment 1 S: N.W. Portion Runoff. 7.45 cfs @ 12.61 hrs, Volurne= 1.203 of Runoff-by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0..10 hrs Type 11 24-hr Rainfall=4.80" Area (ac) CN Description 0.980 36 Woods Fair A-Soils 5.360. 60 Woods Fair B-Soils 6.080 73 Woods Fair C-Soils 4.400 36 Offsite Woods Fair A-Soils 16.820 57 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft), (ftfsec) (cfs) 7 29.0 150 0.0290 0.1 Sheet Flow,Segment ID: 1-1 Woods: Light underbrush n= 0.400 P2=2.50" 26.6 1,358 0.0290 0.9 Shallow Concentrated Flow, Segment ID: 1-2 55.6 1,50& Total I Woodland Kv= 5.0 fps Subcatchment 2S: N.E. Portion Runoff = 6.23 cfs @ 12.24 hrs, Volume= 0.689 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 11 24-hr Rainfall=4.80" Area (ac) CN Description 0.140 35 . Brushy Field Fair A-Soils 0.820 56 Brushy Field Fair b-Soils 4.160 70 - Brushy Field Fair C-Soils 1.500 73 Woods Fair C-Soils 5.000 35 Offsite Fields Fair A-Soils 11.620 54 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 19.0 150 0.0300 0.1 Sheet Flow, Segment ID: Grass: Dense n= 0.240 P2= 2.50" 9.5 694 0.0300 1.2 Shallow Concentrated Flow, SC-2-1 Short Grass Pasture Kv= 7.0 fps 28.5 844 Total I � I ' , G Existing Conditions 3012301 Type 1124-hrRainfall=4.80 50 YR EVENT Prepared by The Chazen Companies Page 3 HydroCAD®6.00 s/n 000927 © 1986-2001 Applied Microcomputer Systems 6/25/2002 �? Subcatchment 3S: S.S.W. Portion Runoff = .2.10 cfs @ 12.33 hrs, Volume= 0.273 of Runoff-by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 1124-hr Rainfall=4.80" Area (ac) CN Description 1.600 36 Woods FairA Soils 3.290 60 Woods Fair B-Soils 0.090 73, Woods Fair C-Soils 4.980 53 . Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.8 150 0.0530 0.1 Sheet Flow, Segment ID: Woods: Light underbrush n= 0.400 P2=2.50" 11.6 801 0.0530 1.2 Shallow Concentrated Flow, Segment ID: SC-3-1 Woodland Kv= 5.0 fps 34.4 951 Total I Subcatchment 4S: S.E. Corner r-, Runoff = 1.68 cfs @ 12.08 hrs, Volume= 0.118 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs i� Type 1124-hr Rainfall=4.80" Area (ac) CN Description 0.540 60 Woods Fair B-Soils 0.450 73 Woods Fair C-Soils 0.990 66 Weighted Average i Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.5 150 0.1020 0.1 Sheet Flow, SC-4-1 Woods: Light underbrush n= 0.400 P2= 2.50" 1.2 115 0.1020 1.6 Shallow Concentrated Flow, SC-4-1 Woodland Kv= 5.0 fps 18.7 265 Total Reach 1 R: R-1-1 -� Inflow - T.45 cfs @ 12.61 hrs, Volume= 1.203 of i Outflow = 7.37 cfs @ 12.68 hrs, Volume= 1.196 af, Atten= 1%, Lag=4.2 min '. " Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 3.8 fps, Min. Travel Time= 2.3 min Avg. Velocity= 2.2 fps, Avg. Travel Time=4.0 min ; � f I, j Existing Conditions 30123-01 Type//24-hr Rainfall;=4.80"- 50 YR EVENT Prepared by The Chazen Companies Page 4 HydroCADO 6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth=0.73' ' j Capacity at bank full=49.97 cfs 2.00' x 2.00' deep channel; n= 0.030 Length=522.0' Slope= 0.01507' Side Slope Z-value= 1.07' Reach 2R: R-2-1 Inflow = 7.37 cfs @ 12.68 hrs, Volume= 1.196 of Outflow = 7.32 cfs @ 12.73 hrs, Volume= 1.192 af, Atten= 1 Lag=2.8 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 3.4 fps, Min. Travel Time 1.6 min Avg. Velocity= 1.9 fps, Avg.Travel Time= 2.9 min Peak Depth=0.48' Capacity at bank full=327.64 cfs 4.00' x 4.00' deep channel, n= 0.030 Length=322.0' Slope= 0.01607' Side Slope Z-value= 1.07' Reach 3R: SUMMATION DESIGN POINT 3 Inflow 2.10 cfs @ 12.33 hrs, Volume= 0.273 of Outflow = 2.10 cfs @ 12.33 hrs, Volume= 0.273 af, Aften= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 16.1 fps, Min. Travel Time= 0.0 min Avg. Velocity= 9.1 fps, Avg. Travel Tirne= 0.0 min Peak Depth=0.22' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.00007' Reach 4R: SUMMATION DESIGN POINT 2 Inflow = 1.68 cfs @ 12.08 hrs, Volume= 0.118 of Outflow 1.68 cfs @ 12.08hrs, Volume= 0.118af, Aften= O%, Lag= O.Omin Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 15.1 fps, Min.Travel Time= 0.0 min Avg. Velocity= 6.4 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.20' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.00007' Conditions 30 23 01 Type 24-hr Rainfall=4.80'- 50 YR EVENT Existing 1 _ YP Prepared by The Chazen Companies Page 5 HydroCADO 6.00 s/n 000927 O 1986-2001 Applied Microcomputer Systems 6/25/2002 Reach 5R: SUMMATION_DESIGN POINT 1 Inflow = 10.07 cfs @ 12.61 hrs, Volume= 1.881 of Outflow = 10.07 cfs @ 12.61 hrs, Volume= 1'.881 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity=24.8 fps, Min. Travel Time= 0.0 min Avg. Velocity= 16.0 fps, Avg. Travel Time= 0.0 min. _ Peak Depth= 0.51' Capacity at bank full= 19.30 cfs _. 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000'/' I � i .. � f i � t I i I J ,I �J v, 100-FEAR 24-HOUR STORM i Existing Conditions 30123 01 Type //24-hrRainfall=5.40"- 100 YR EVENT Prepared by The Chazen Companies , Page 1 HydroCAD@)6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Time span=1 0.00-20.00 hrs, dt=O.l 0 hrs, 101 points Runoff by SCS TR-20 method, UH=SCS, Type 11 24-hr-Rainfall=5.40" Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment IS: N.W. Portion Tc=55.6 min CN=57 Area=16.820 ac Runoff= 10.54 cfs 1.61 Oaf Subcatchmeint 2S: N.E. Portion Tc=28.5 min CN=54 Area=1 1.620 ac Runoff=9.27 cfs 0.945 of Subcatchment 3S: S.S.W. Portion Tc=34.4 min CN=53 Area=4.980 ac Runoff=3.18 cfs 0.378 of Subcatchment 4S: S.E. Corner Tc=18.7 min CN=66 Area=0.990-ac Runoff=2.16 cfs 0.150 of Reach 1 R: R-I-1 Inflow= 10.54 cfs 1.610 of Length=522.0' Max Vel=4..1 fps Capacity=49.97 cfs Outflow= 10.43 cfs 1.603 of Reach 2R: R-2-1 Inflow= 10.43 cfs 1.603 of Length=322.0' Max Vel=3.8 fps Capacity=327.64 cfs Outflow= 10.37 cfs 1.598af Reach 3R: SUMMATION DESIGN POINT 3 Inflow=3.18 cfs 0.378 of Length= 1.0' Max Vel= 18.1 fps . Capacity= 19.30 cfs Outflow=3.18 cfs 0.378 of Reach 4R: SUMMATION DESIGN POINT 2. Inflow=2.16 cfs 0.150 of Length= 1.0' Max Vel= 16.2 fps Capacity= 19.30.cfs Outflow=2.16 cfs 0.150 of Reach 5R: SUMMATION DESIGN POINT 1 Inflow= 14.43 cfs 2.543 of Length= 1.0' Max Vel=26.9 fps Capacity=-19.30 cfs* Outflow= 14.43 cfs 2.543 of Runoff Area=34.410 ac Volume=3.083 of Average Depth 1.08" Existing Conditions 30123 01 Type 24-hr,RaihfaH=5.40'�- 100 YR EVENT Prepared by The Chazen,Companies Page 2 HydroCADO'6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Subcatchment IS: N.W. Portion Runoff = 10.54 cfs @ 12.59 hrs, Volume= 1.610 of Runoff by SCS TR-20 method, UH=SCS,Time Span= 10'.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfail=5.40" Area,(ac) CN 'Description 0.980 36 Woods Fair A-Soils 5.360 60 Woods Fair B-Soils 6.080 73 Woods Fair C-Soils 4.400 36 Offsite Woods Fair A-Soils 16.820 57 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ftfsec) (cfs) 29.0 '150 0.0290 0.1 Sheet Flow,Segment ID: 1-1 Woods: Light underbrush n= 0.400 P2=2.50" 26.6 1,358 0.0290 0.9 Shallow Concentrated Flow, Segment ID: 1-2 Woodland Kv= 5.0 fps 55.6 1,508 Total Subdatchment 2S: N.E. Portion Runoff = 9.27 cfs @ 12.23 hrs, Volume= 0.945 of Runoff by SCS TR-20 method, (JH=SCS,'Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=5.40" Area (ac) CN Description 0.140 35 Brushy Field Fair A-Soils 0.820 56 . Brushy Field Fair B-Soils 4.160 . 70 Brushy Field Fair C-Solis 1.500 73 Woods Fair C-Soils 5.000 35 Offsite Fields Fair A-Soils 11.620 54 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (fVft) (ft/sec) (cfs) 19.0 150 0.6300 0.1 Sheet Flow,Segment ID: Grass: Dense n= 0.240 P2= 2.50" 9.5 694 0.0300 1.2 Shallow Concentrated Flow, SC-2-1 Short'Grass Pasture Kv= 7.0 fps 28.5 844 Total Existing Conditions 3012301 Type 11 24-hr Rainfall=5.40'- 100 YR EVENT Prepared by The Chazen Companies Page 3 HydroCAD@ 6.00 s/n 000927 Q 1986-2001 Applied Microcomputer Systems 6/25/2002 Subcatchment 3S: S.S.W. Portion Runoff = 3.18 cfs @ 12.32 hrs, Volume= 0.378 of Runoff by SCS TR-20 method, UH=SCS, Time Span"- 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfali=5.40" Area (ac) CN Description 1.600 36 Woods Fair A-Soils 3.290 60 Woods Fair B-Soils 0.090 73 Woods Fair C-Soils 4.980 53 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (fo) (ft/sec) (cfs) 22.8 150 0.0530 0.1 Sheet Flow, Segment ID: Woods: Light underbrush n= 0.400 P2= 2.50" 1J 11.6 801 0.0530 1.2 Shallow Concentrated Flow,Segment ID: SC-3-1 Woodland Kv= 5.0 fps 34.4 951 Total Subc6tchment 4S: S.E. Corner Runoff = 2.16 cfs @ 12.08 hrs, Volume= 0.150 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00,hrs, dt=0.10 hrs Type 11 24-hr Rainfall=5.40" Area (ac) CN Description 0.540 60 Woods Fair B-Soils j 0.450 73 Woods Fair C-Soils 0.990 66 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.5 156 0.1020 0.1 Sheet Flow, SC-4-1 Woods: Light underbrush n= 0.400 P2= 2.50" 1.2 115 0.1020 1.6 Shallow Concentrated Flow, SC-4-1 Woodland Kv= 5.0 fps 18.7 265 Total _J Reach I R: R-I-1 InTIOW = 10.54 cfs @ 12.59 hrs, Volume= 1.610 of Outflow = 10.43 cfs @ 12.66 hrs, Volume= 1.603 af, Atten= 1 Lag= 3.7 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity=4.1 fps, Min.Travel Time= 2.1 min Avg. Velocity=2.4 fps, Avg. Travel Time= 3.7 min it - Existing Conditions 30123-01 Type 11 24-hr RaInWI=5.40"- 100 YR EVENT Prepared by The Chazen Companies - Page 4 HydroCAD@ 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth=0.88' Capacity at bank full=49.97 cfs 2.00' x 2.00' deep channel, n= 0.030 Lbngth=522.0' Slope= 0.01507' Side Slope Z-value= 1.07' Reach 2R: R-2-1 Inflow = 10.43 cfs @ 12.66 hrs, Volume= 1.603 of Outflow = 10.37 cfs @ 12.70 hrs, Volume= 1.598 af, Atten= I%, Lag= 2.7 min Routing by Stor-Ind+Trans method, Time Spqn= 10.00-20.00 hr8, dt--0.10 hrs Max. Velocity= 3.8 fps, Min. Travel Time= 1.4 min Avg. Velocity= 2.0 fps, Avg. Travel Time= 2.6 min Peak Depth=0.59' Capacity at bank full= 327.64 cfs 4.00' x 4.00' deep channel, n= 0.030 Length=322.0' Slope= 0.0160 Side-Slope Z-value= 1.07' Reach 311'. SUMMATION DESIGN POINT 3 Inflow = 3.18 cfs @ 12.32 hrs, Volume= 0.378 of Outflow = 3.18 cfs @ 12.32 hrs, Volume= 0.378 af, Aften=0%, Lag= 0.0 min �# Routing by Stor-I nd+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity=! 18.1 fps, Min. Travel Time= 0.0 min Avg. Velocity = 9.9 fps, Avg Travel Time= 0.0 min Peak Depth=0.27' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.00007' Reach 4R: SUMMATION DESIGN POINT 2 Inflow = 2.16 cfs @ 12.08hrs, Volume= 0.150 of Outflow = 2.16 cfs @ 12.08hrs, Volume=. 0.150af, Aften= O%, Lag= O.Omin Routing by Stor-Ind+Trans method;Time Span= 10.00-20.00 hrs, dt--,0.10 hrs Max. Velocity= 16.2 fps, Min. Travel Time= 0.0 min Avg. Velocity= 6.7 fps, Avg.Travel Time= 0.0 min Peak Depth= 0.23' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.00007' Existing Conditions 30123 01 Type 1124-hrRainfa11=5.40" 100 YR EVENT Prepared by The Chazen Companies Page 5 HydroCADO 6.00 s/n 000927 CCO 1986-2001 Applied Microcomputer Systems 6/25/2002 Reach 5R: SUMMATION DESIGN POINT 1 Inflow = 14.43 cfs @ 12.57 hrs, Volume= 2.543 of Outflow = 14.43 cfs @ 12.57 hrs, Volume= 2.543 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs —` Max. Velocity= 26.9 fps, Min. Travel Time= 0.0 min Avg. Velocity= 17.1 fps, Avg. Travel Time=0.0 min Peak Depth= 0.64' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 7' ,Ir f 1 t �j 1 R ---p 2R 2S 1S 3R 3S 1P 5S 4S , 6-1 S 6-25 DP 1' 17 DP 3 2P 3P DP Drainage Diagram for PROPOSED CONDITIONS REV 6.19.02 30123.01 Subcat Reach on Link Prepared by The Chazen Companies 6/25/2002 HydroCAD®6.00 sln 000927 01986-2001 Applied Microcomputer Systems PROPOSED'CONDIMNS REV 6-19-02 30123.01 Type 24-hr Rainfall=2.50'�- 2 YR EVENT Prepared by The Chazen Companies Page I HydroCAD@ 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Time span=10.00-20.00 hrs, dt=0.10 hrs, 101 points Runoff by SCS TR-20 method, UH=SCS,Type 11 24-hr Rainfall=2.50" Reach routing by Stor-Ind+Trans method - Pond routing by$tor-Ind method Subcatchment.1S: N.W. Portion Tc=55.6 min CN=57 Area=15.310a' c Runoff=0.27 cfs 0.108 of Subcatchment 2S: N.E. Portion Tc=40.9 min CN=50 Area=7.820 ac Runoff=0.02 cfs 0.008 of Subcatchment 3S:W.Center Portion L! Tc=24.3 min CN=87 Area=3.870 ac Runoff=4.96 cfs 0.385 of Subcatchment 4S: E. Center Portion Tc=13.8,min CN=80 Area=2.,150ac Runoff=2.42 cfs 0.144af Subcatchment 5S: S.W. Portion Tc=34.4 min CN=49 Area=3.427 ac Runoff=0.01 cfs 0.002 of Subcatchment 6-IS: P/0 S.E. Portion Tc=3.4 min CN=71 Area=0.480 ac Runoff=0.39 cfs 0.017 of Subcatchment 6-2S: P/0 S.E Portion Tc=7.5 min CN=68 Area=1.450 ac. Runoff=0.66 cfs 0.041 of Reach I R:• R-1-1 Inflow=0.27 cfs 0.108af Length=522.0' Max Vel= 1.3 fps Capacity=49.97,cfs Outflow=0,27 cfs 0.10.6 of Reach 2R: R-2-1 Inflow=0.27 cfs 0.106 of Length=322.0' Max Vel= 1.0 fps Capacity=327.64 cfs Outflow=0.27 cfs 0.104 of Reach 311: "AVG PIPE" Inflow=4.96 cfs 0.385 of Length=719.0' Max Vel=3.8 fps Capacity=9.00 cfs Outflow=4.64 cfs 0.383 of Reach DIP 1: SUMMATION DESIGN POINT ONE Inflow=0.32 cfs 0.181 of Length= 1.0' Max Vel=9.2 fps Capacity= 19.30 cfs Outflow=0.32 cfs 0.181 of Reach DIP 2: SUMMATION DESIGN POINT 2 Inflow=0.01 cfs 0.001 of L ength= 1.0' Max Vel=3.2 fps Capacity= 19.30 cfs Outflow=0.01 cfs 0.001 of Reach DP 3: SUMMATION DESIGN POINT 3 Ififlow=0.01 cfs 0.002 of Length 1.0' Max Vel=3.0 fps Capacity=19.30 cfs Outflow=0.01 cfs 0.002 of Pond I P POND I -(SC's 1, 3&4) Peak Storage= 19,956 cf Inflow= 5.68 cfs 0.527 of Primary=0.17 cfs 0.069 of Outflow= 0.17 cfs 0.069 of Pond 2P: POND 2-(SC 6-1S) Peak Storage=718'cf Inflow=0.39 cfs 0.017 of Primary=0.01 cfs 0.001 of Outflow=0.01 cfs 0.001 of PROPOSED CONDITIONS REV 6-19-02 30123.01 Type //24-hrRainfall=2.50'�- 2 YR EVENT Prepared by The Chazen Companies - Page 2 HydroCADO 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Pond 3P: POND 3-(SC 6-2S) Peak Storage= 1,769 cf Inflow=0.66 cfs 0.041 of Primary=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Runoff Area=34.507 ac Volume=0.706 of Average Depth=0.25" I PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfall=2.50"- 2 YR EVENT Prepared by The Chazen Companies Page 3 HydroCADO 6.00"s/n 000927 © 1986-2001 Applied Microcomputer Systems 6/25/2002 Subcatchment IS: N.W. Portion Runoff = 0.27 cfs @ 13.18 hrs, Volume= 0.108 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type II 24-hr Rainfall=2.50" I Area (ac) CN Description 15.310 57 A, B & C-SOILS, WEIGHTED C VALUE Tc Length Slope Velocity Capacity Description' (min) (feet) (ft/ft) (ft/sec) (cfs) 29.0 150 0.0290 0.1 Sheet Flow, Segment ID: 1-1 Woods: Light underbrush n= 0.400 P2=2.50" 26.6 1,358 0.0290 0.9 Shallow Concentrated Flow,Segment ID: 1-2 Woodland Kv= 5.0 fps j 55.6 1,508 Total � i Subcatchment 2S: N.E. Portion Runoff - 0.02 cfs @ 18.64 hrs, Volume= 0..008 of - Runoff by SCS TR-20 method, UH`--SCS, Time-Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 1124-hr Rainfall=2.50" Area (ac) CN Description 7.290 46 A,B &C SOILS WEIGHTED C VALUE 0.530 98 IMPERMEABLE SURFACES 7.820 50 Weighted Average 1r1� Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (ft/sec) (cfs) j 21.1 150 0.0230 0.1 Sheet Flow, Segment ID: 2-1 f = Grass: Dense n= 0.240 P2= 2.50" 19.5 1,243 0.0230 1.1 Shallow Concentrated Flow, Segment ID: 2-2 Short Grass Pasture Kv= 7.0 fps J� 0.3 33 0.0050 1.7 1.36 Circular Channel (pipe),Segment ID: 2-3 ' J Diam= 12.0" Area- 0.8 sf.Perim=3.1' r= 0.25` n= 0.024 40.9 1,426 Total - Subcatchment 3S: W. Center Portion Runoff = . 4.96 cfs @ 12.13 hrs, Volume= 0.385 of Runoff by SCS TR-20.method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11,24-hr Rainfall=2.50" I PROPOSED CONDITIONS REV 6-19-02 30123.01 Type //24-hr Raihfafl=2.50 2 YR EVENT Prepared by The Chazen Companies Page 4 HydroCADO 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Area (ac) CN Description 1.430 69 B & C SOILS WEIGHTED C VALUE 2.440 98 IMPERMEABLE SURFACES 3.870 87 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.3 150 0.0070 0.1 Sheet Flow, Segment ID: 3-1 Grass: Short n= 0.150 P2= 2.50" 1.0 192 0.0070 3.2 6.62 Trap/Vee/Redt Channel Flow, Segment ID: 3-2 Bot.W=1.00' D=0.50' Z= 12.5 &O.O'P n= 0.016 24.3 342 Total Subcatchment 4S*.,E. Center Portion Runoff = 2.42 cfs @ 12.02 hrs, Volume= 0.144 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20,00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=2.50" Area (ac) CN Description 1.510 73 B & C SOILS WEIGHTED C VALUE 0.640 98 IMPERMEABLE SURFACES 2.150 80 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 12.0 150 0.0370 0.2 Sheet Flow, Segment ID: 4-1 Grass: Short n= 0.150 P2= 2.50" 1.8 309 0.0370 2.9 3.66 TragNee/Rect Channel Flow, Segment ID: 4-2 Bot.W=2.00' D=0.50' Z= 1.07' n=0.050 13.8 459 Total Subcatchment 5S: S.W. Portion Runoff = 0.01 cfs @ 19.23 hrs, Volume= 0.002 of �j Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=2.50" Area (ac) CN Description 1.600 36 WOODS FAIR A-SOILS 1.827 60 WOODS FAIR B-SOILS 3.427 49 Weighted Average PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfa11=2.50"2 YR EVENT Prepared by The Chazen Companies Page 5 HydroCAD®6.00 s/n 000927 @ 1986-2001 Applied (Microcomputer Systems 6/25/2002 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs)_ 22.8 150 0.0530 0.1 Sheet Flow,Segment 1D:,5-1. Woods: Light underbrush n= 0.400 P2= 2.50" 11.6 80.1 0:0530 1.2 Shallow Concentrated Flow, Segment ID: 5-2 Woodland Kv= 5.0 fps r-� 34.4 951 : Total - Subcatchment 6-1 S: PIO S.E. Portion Runoff = 0.39 cfs @ 11.90 hrs, Volume= 0.017 of Runoff by SCS TR-20method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type Il 24-hr Rainf6li=2.50" Area(ac) CN .Description 7 0.350 . 61 >75% Grass cover, Good; HSG B 0.130 98 Paved parking& road 0.480 71 Weighted Average Tc Length Slope -Velocity Capacity Description (min) (feet). (ft/ft) . (ft/sec) (cfs) 2.5 24 0.0459 0.2 Sheet Flow, Segment ID: 6-1-1 Grass: Short n= 0.150 P2= 2.50" 0.9 85 0.0459 1.6 Sheet Flow,Segment ID: 6-1-2 Smooth surfaces n=0.011 P2=2.50" 3.4 109 Total Subcatchment 6-2S: PIO S.E Portion Runoff = 0.66 cfs @ 11.98 hrs, Volume= 0.041 of Runoff by,SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type H 24-hr Rainfall=2.50" Area (ac) CN . Description 0.860 61 . ->75% Grass cover, Good, HSG B -- . 0.460 74 >75% Grass cover, Good, HSG C 0.130 98 Paved parking & roofs f 1.450 68 Weighted Average Tc Length Slope, Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.5 75 0.0425 0.2 'Sheet Flow,Segment ID: 6-2-1 Grass: Short n= 0.150 P2= 2.50" 0.8 75 0.0425 1.6 Sheet Flow,Segment ID: 6-2-1 P Smooth surfaces n=0.011 P2=2.50" 0.2 174 0.0425 14.2 198.79 Channel Flow, Segment ID: 6-3-3 Area= 14.0 sf. Perim= 10.0' r= 1.40' n= 0.027 7.5 324 Total PROPOSED CONDITIONS REV 6-19-02 30123.01 Type //24-hrRainfall=2.50'-2 YR EVENT Prepared by The Chazen Companies Page 6 HydroCAD@)6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Reach I R: R-1-1 Inflow 0.27 cfs @ 13.18 hrs, Volume= 0.108 of Outflow = 0.27 cfs @ 13.39 hrs, Volume= 0.106 af, Atten=0%, Lag= 12.4 min Routing by Stor-Ind+Trans method,Time Span= 1Q.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 1.3 fps, Min. Travel Time=7.0 min Avg. Velocity= 1.0 fps, Avg. Travel Time=8.6 min Peak Depth=0.10' Capacity at bank full=49.97 cfs; 2.00' x 2.00' deep channel, n= 0.030 Length= 522.0' Slope= 0.0150T Side Slope Z-value= 1.0T Reach 2R: R-2-1 Inflow = 0.27 cfs @ 13.39 hrs, Volume= 0.106 of Outflow = 0.27 cfs @ 13.54 hrs, Volume= 0.104 af, Atten=0%, Lag= 9.2 min Routing by Stor-Ind+Trans method,Time Span= 10'00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 1.0 fps, Min. Travel Time=5.2 min Avg, Velocity= 0.8 fps, Avg. Travel Time=6.3 min Peak Depth=0.06' Capacity at bank full= 327.64 cfs 4.00' x 4.00' deep channel, n= 0.030 Length= 322.0' Slope= 0.0160T Side Slope Z-value= 1.07' Reach 3R: "AVG PIPE" Inflow 4.96 cfs @ 12.13 hrs, Volume= 0.385 of Outflow 4.64 cfs @ 12.23 hrs, Volume= 0.383 af, Atten=6%, Lag= 6.1 min Routing by Stor-Ind+Trans method,Time Span= 10..00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 3.8 fps, Min. Travel Time=3.2 min Avg. Velocity= 1.7 fps, Avg. Travel Time=7.1 min Peak Depth=0.91' Capacity at bank full= 9.00 cfs 210" Diameter Pipe n= 0.024 Length=719.0' Slope=0.0110 T Reach DP 1: SUMMATION DESIGN POINT ONE Inflow = 0.32 cfs @ 16.26 hrs, Volume= 0.181 of Outflow 0.32 cfs @ 16.27 hrs, Volume= 0.181 af, Atten= 0%, Lag= 0.3 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 9.2 fps, Min. Travel Tirne=0.0 min Avg.Velocity 8.6 fps, Avg. Travel Time=0.0 min PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfall=2.50"- 2 YR EVENT Prepared by The Chazen Companies Page 7 HydroCAD®6.00 s/n 000927 © 1986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth= 0.09' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.00007' Reach DP 2: SUMMATION DESIGN POINT 2 -- Inflow = 0.01 cfs @ 19.27 hrs, Volume= 0.001 of Outflow = 0.01 cfs @ 19.26 hrs, Volume= 0.001 af, Atten= 0%, Lag=0.0 min Routing by Stor-Ind+Trans method,Time Span= 10:00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 3.2 fps, Min. Travel Time= 0.0 min Avg. Velocity= 3.1 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.02' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 7' Reach DP 3: SUMMATION DESIGN POINT 3 Inflow = 0.01 cfs @ 19.23 hrs, Volume= 0.002 of Outflow = 0.01 cfs @ 19.23 hrs, Volume= 0.002 af, Atten= 0%, Lag= 0.1 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 3.0 fps, Min. Travel Time= 0.0 min Avg. Velocity= 2.7 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.01' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0:024. Length= 1.0' Slope= 1.0000 T Pond 1 P: POND 1 '- (SC's 1, 3 &.4) Inflow - 5.68 cfs @ 12.17 hrs, Volume= 0.527 of j Outflow = 0.17 cfs @ 19.80 hrs, Volume= 0.069 af, Atten= 97%, Lag=457.8 min Primary = 0.17 cfs @ 19.80 hrs, Volume= 0.069 of Routing by Stor-Ind method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev= 349.62' Storage= 19,956 cf Flood Elev= 353.50' Storage= 94,118 cf ^� Plug-Flow detention time= 341.6 min calculated for 0.069 of(13% of inflow) - Storage and wetted areas determined by Prismatic sections ; i PROPOSED CONDITIONS REV 6-19-02 30123.01 Type //24-hrRainfal1=2.50'�- 2 YR EVENT Prepared by The Chazen Companies Page 8 HydroCAD@)6.00 s./n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Elevation Surf.Area lnc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 348.00 8,760 0 0 349.00 13,275 11,018 11,018 350.00 15,679 14,477 25,495 351.00 18,048 16,864 42,358 352.00 20,504 19,276 61,634 352.50. 21,487 10,498 72,132, 353.00 2-2,485 10,993 83,125 Primary OutFlow (Free Discharge) t1=Orifice/Grate 2=13road-Crested Rectangular Weir # Routing Invert Outlet Devices I_j I Primary 349.29' 4.0"Vert. Orifice/Grate C= 0.600 2 Primary 352.50' 10.0' long Broad-Crested Rectangular,Weir Head (feet) 0.50 1.00 1.50 Coef. (English) 2.91 3.37 3.55 Pond 213: POND.2 (SC 6-1 S) Inflow = 0.30 cfs @ 11.90 hrs, Volurne= 0.017 of Outflow = 0.01 cfs @ 19.27 hrs, Volume= 0.001 af, Atten= 98%, Lag=442.0 min Primary = 0.01 cfs.@ 19.27 hrs Volume= 0.001 of Routing by Stor-Ind method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev=360.50' Storage=-718 cf Flood Elev= 361.00' Storage= 1,425 Cf Plug-Flow detention time=456.4 min calculated for 0.001 of(5% of inflow) Storage and wetted areas determined by Prismatic sections Elevation SurfArea Inc.Store Cum.Store (feet) (sq-ft)' (cubic-feet) (cubic-feet) 360.00 950 0 0 361.00. 1,900 1,425 1,425 Primary OutFlow (Free Discharge) t--1=Broad-Crested Rectangular Weir # Routing Invert Outlet Devices I Primary 360.50' 10.0' long x 4.0' breadth Biroad-Ceested'Re6tangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00- 3.5( r j Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 i PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfall=2.50"-2.YR EVENT Prepared by The Chazen Companies Page 9 HydroCAD®6.00. s/n 000927 © 1986-2001 Applied Microcomputer Systems 6/25/2002 Pond 3P: POND 3 - (SC 6-2S) Inflow = 0.66 cfs @ 11.98 hrs, Volume= 0.041 of Outflow = 0.00 cfs @ 10.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min Primary = 0.00 cfs @ 10.00 hrs, Volume= 0.000 of - Routing by Stor-Ind method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs ij Peak Elev= 352.38' Storage= 1,769 cf Flood Elev= 355.25' Storage= 14,175 cf Plug-Flow detention time= (not calculated) Storage and wetted areas determined by Prismatic sections Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 351.75 2,300 0 0 352.75 3,300 2,800 2,800 353.75 4,300 3,800 6,600 354.75 5,300 4,800 11,400 355.25 5,800 2,775 14,175 Primary OutFlow (Free Discharge) t-1=Broad-Crested Rectangular Weir # Routing Invert Outlet Devices 1 Primary 354.25' 10.0'long x 4.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.5( Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 l j ;�j i I �i PROPOSED CONDITIONS REV 6-19-02 301.23.01 Type 1124-hr Rainfall=3.80"- 10 YR EVENT Prepared by The Chazen Companies Page 1 HydroCAD®6.00 s/n 000927 O 1986-2001 Applied Microcomputer Systems 6/25/2002 Time span=10.00-20.00 hrs, dt=0.10 Ors, 101 points Runoff by SCS TR-20 method, UH=SCS,Type II 24-hr Rainfall=3.80" Reach routingby Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: N.W. Portion Tc=55.6 min CN=57 Area=15.310•ac Runoff=2.96 cfs 0.568 of Subcatchment 2S: N.E. Portion Tc=40.9 min CN=50 Area=7.820 ac Runoff=0.56 cfs 0.142 of Subcatchment 3S:W. Center Portion Tc=24.3 min CN=87 Area=3.870 ac Runoff=9.27 cfs 0.714 of +� Subcatchment 4S: E. Center Portion Tc=13.8 min CN=80 Area=2.150 ac Runoff=5.26 cfs 0.307 of Subcatchment 5S: S.W. Portion Tc=34.4 min CN=49 Area=3.427 ac Runoff=0.21 cfs 0.055 of Subcatchment 6-1S: P/O S.E. Portion Tc=3.4 min CN=71 Area=0.480 ac Runoff= 1.08 cfs 0.046 of Subcatchment 6-2S: P/O S.E Portion Tc=7.5 min -CN=68 Area=1.450 ac Runoff=2.20 cfs 0.117 of Reach 1R: R-14 Inflow=2.96 cfs 0.568 of Length=522.0' Max Vel=2.9 fps Capacity=49.97 cfs Outflow=2.93 cfs 0.563 of Reach 2R: R-2-1 Inflow=2.93 cfs 0.563 of Length=322.0' Max Vel=2.5 fps Capacity=327.64 cfs Outflow=2.92 cfs 0.560 of Reach 3R: "AVG PIPE" Inflow=9.27 cfs 0.714 of Length=719.0' Max Vel=4.3 fps Capacity=9.00 cfs. Outflow=8.68 cfs 0.710 of Reach DP 1: SUMMATION DESIGN POINT ONE Inflow=3.76 cfs 0.964 of Length= 1.0' Max Vel=19.0 fps Capacity= 19.30 cfs Outflow=3.76 cfs 0.964 of Reach DP 2: SUMMATION DESIGN POINT 2 Inflow=0.29 cfs 0,029 of �C Length= 1.0' Max Vel=8.9 fps Capacity= 19.30'cfs Outflow=0.29 cfs 0.029 of Reach DP 3: SUMMATION DESIGN POINT 3 Inflow=0.21 cfs 0.055 of Length= 1.0' Max Vel=8.1 fps Capacity= 19.30 cfs Outflow=0.21 cfs 0.055 of Pond 1 P: POND 1 -(SC's 1, 3&4) Peak Storage=33,728 cf Inflow= 11.30 cfs 1.018 of Primary=0.43 cfs 0.262 of Outflow=0.43 cfs 0.262 of Pond 2P: POND 2-(SC 64S) Peak Storage=789 cf Inflow= 1.08 cfs 0.046 of Primary=0.29 cfs 0.029 of Outflow=0.29 cfs 0.029 of PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfa&3.80"- 10 YR EVENT Prepared by The Chazen Companies Page 2 HydroCADO 6.00 s/n 000927 ©1986-2001 Applied Microcomputer Systems 6/25/2002 Pond 3P: POND 3 -(SC 6-2S) Peak Storage= 5,097 cf Inflow=2.20 cfs 0.117 of Primary=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Runoff Area=X507 ac Volume= 1.949 of Average Depth = 0.68" I � { PROPOSED.CONDITIONS REV 6-19-02 30123.01 Type//24-hrRainfalf=3.80'�- 10 YR EVENT Prepared by The Chazen Companies Page 3 HydroCADO 6.00 s/n 000927, @ 1986-2001 Applied Microcomputer Systems Subcatchment I S: .NW Portion Runoff = 2.96 cfs @ 12.67 hrs, Volurne= 0.568 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr.Rainfall=3.80" Area(ac) CN Description 15.310 57 A, B &C-SOILS, WEIGHTED C VALUE Td Length . Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 29.0 150 0.0290 0.1 Sheet Flow, Segment ID: 1-1 Woods: Light underbrush n= 0.400 P2-2.50" 26.6 1,358 0.0290 0.9 Shallow Concentrated Flow, Segment ID: 1-2 Woodland Kv= 5.0 fps 55.6 1,508� ' Total Subcatchment 2S: N.E. Portion Runoff 0.56 cfs @ 12.58 hrs; Volurne= 0..142 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=3.80" Area (ac) CN Description 7.290 46 A,B & C SOILS WEIGHTED C VALUE 0.530 98 IMPERMEABLE SURFACES 7.820 50 Weighted Average Tc Length , Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.1 150 0.0230 0.1 Sheet Flow,Segment ID: 2-1 Grass: Dense n=0.240 P2=2.50" 19.5 1,243 0.0230 1.1 Shallow Concentrated Flow, Segment 1D, : 2-2 Short Grass Pasture Kv=.1.0 fps 0.3 33 0.0050 1.7 1.36 Circular Channel(pipe), Segment ID: 2-3 Diam= 12.0" Area= 0.8 sf Perim=3.1' r= 0.25' -n=0.024 40.9 1,426 Total Subcatchment 3S: W. Center Portion Runoff 9.27-cfs @ • 12.12 hrs, Volume= 0.714 of Runoff by SCS TR-20 method, UH=SCS, Time•Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=3.80" PROPOSED CONDITIONS REV 6-19-02 30123.01 Type//24-hrRainfall=3.80 - 10 YR EVENT Prepared by The Chazen Companies Page 4 HydroCAD@ 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Area (ac) CN Description 1.430 69 B & C SOILS WEIGHTED C VALUE 2.440 98 IMPERMEABLE SURFACES 3.870 87 Weighted Average Tc Lengtli Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.3 150 0.0070 0.1 Sheet Flow,-Segment 111): 3-1 Grass: Short n= 0A 50 P2= 2.50" 1.0 192 0.0070 3.2 6.62 Trap/Vee/Rect Channel Flow, Segment ID: 3-2 Bot.W=1.00' D=0.50' Z= 12.5 &0.07' n= 0.016 24.3 342 Total Subcatdhnient 4S: E. Center Portion Runoff 5.26 cfs,@ 12.01 hrs, Volume= 0.307 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 11 24-hr Rainfall=3.80" Area (ac) CN Descript ion 1.510 73 B & C SOILS WEIGHTED C VALUE 0.640 98 IMPERMEABLE SURFACES 2.150 80 Weighted Average Te Length Slope Velocity Capacity Description (min) , (feet) (fVft) (ft/sec) (cfs) 12.0 150 0.0370 0.2 Sheet Flow, Segment.ID: 4-4 Grass: Short n=0.150 P2= 2.50" 1.8 309 0.0370 2.9 3.66 Trap/Vee/Rect Channel Flow, Segment ID: 4-2 Bot.W=2.00' D=0.50' Z= 1.0'P n=0.050 13.8 459' Total Subcatchment 5S: S.W. Portion Runoff 0.21 cfs 12.50 hrs, Volume= 0.655 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfali=3.80" Area (ac) CN Description 1.600 36 WOODS FAIR A-SOILS 1.827 60 WOODS FAIR B-SOILS 3.427 49 Weighted Average PROPOSED CONDITIONS REV 6-19-02 3012101 Type 1124-hr Rainfall=3.80"- 10 YR EVENT Prepared by'The Chazen Companies Page 5 HydroCAD®6.00 s/n 000927 © 1986-2001 Applied,Microcomputer Systems 6/25/2002 Tc' Length Slope Velocity Capacity Description (min) (feet) (fttft) (ft/sec) (cfs) 22.8 150 0.0530 0.1 Sheet Flowa Segment ID: 5-1 Woods: Light underbrush n= 0.400 P2='2.50" 11.6 801 0.0530 1.2 Shallow Concentrated Flow, Segment ID: 5-2 Woodland Kv= 5.0 fps 34.4 951 Total Subcatchment'64 S: PIO S.E. Portion. Runoff - 1.08 cfs @ 11.89 hrs, Volume= 0.046 of . Runoff by SCS TR-20 method, UH=SCS, Time Span-- 10.00-20.00 hrs, dt=0.10 hrs j Type I124-hr Rainfall=3.80" , Area (ac) CN Description 0.350 61 >75% Grass cover, Good, HSG B ! 0.130 , 98 Paved parking &road 0.480 71 ' Weighted Average } Tc Length Slope Velocity Capacity Description (min) '(feet) (ftlft) (ft/sec), (cfs) 2.5 24 0.0459 0.2 Sheet Flow, Segment ID: 6-1-1 Grass: Short n= 0.150 P2= 2.50" 0.9 85 . 0.0459 1.6 Sheet Flow,Segment ID: 6-1-2 Smooth surfaces n= 0.011 P2=2.50" 3.4 109 Total 'Subcatchment 6-2S: P10 S.E Portion Runoff - 2.20 cfs.@ 11.95 hrs, Volume= 0.117 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0..10 hrs Type 1124-hr Rainfall=3.80" r ' Area(ac) CN Description 0.860 61 >75% Grass cover, Good, HSG B 0.460 74 >75% Grass cover, Good, HSG C 0.130 98 Paved parking & roofs 1.450 68 Weighted Average Tc Length Slope, Velocity Capacity Description ' (min) (feet) (ftlft) (ft/sec) (cfs) 6.5 75 0.0425 0.2 Sheet flow, Segment ID: 6-2-1 Grass: Short n= 0.150 P2= 2.50" 0.8 75 0.0425 1.6 Sheet Flow,Segment ID: 6-2-1 P I Smooth surfaces n=0.011 P2=2.50" 0.2 174 0.0425 14.2 198.79 Channel Flow, Segment.ID: 6-3-3 Area= 14.0 sf Perim= 10.0' r= 1.40' n= 0.027 7.5 324 Total PROPOSED CONDITIONS REV 6-19-02 30123.01- Type 1124-hr Rainfall=3.80"- 10 YR EVENT Prepared by The Chazen Companies Page 6 HydroCAD®6.00 s/n 000927 ©1986-2001 Applied Microcomputer Systems 6/25/2002 Reach 1 R: R-1-1 Inflow - 2.96 cfs @ 12.67 hrs, Volume= 0.568 of Outflow. P 2.93 cfs @ 12.76 hrs, Volume= 0.563 af, Atten= 1%, Lag= 5.5 min Routing by Stor-Ind+Trans method, Time Span= 1 d.00-20.00 hrs, dt= 0.10 hrs Max. Velocity-- 2.9 fps, Min. Travel Time= 3.0 min Avg.Velocity= 1.7 fps, Avg.Travel Time= 5.0 min Peak Depth=0.43' Capacity at bank full=49.97 cfs 2.00' x 2.00' deep channel, n= 0.030 Length= 522.0' Slope= 0.0150 T Side Slope Z-value= 1.0 T f � Reach 2R: R-2-1 Inflow - 2.93 cfs @ 12.76 hrs, Volume= 0.563 of Outflow = 2.92 cfs @ 12.82 hrs, Volume= 0.560 af, Atten= 1%, Lag= 3.9 min - Routing by Stor-Ind+Trans method, Time Span= 10.00-'20.00 hrs, dt-- 0.10 hrs Max. Velocity--2.5 fps, Min. Travel Time= 2.2 min Avg. Velocity= 1.5 fps, Avg. Travel Time= 3.7 min Peak Depth= 0:28' Capacity at bank full= 327.64 cfs 4.00' x 4.00' deep channel, n= 0.030. Length=322.0' Slope= 0.0160 T Side Slope Z-value= 1.07' a Reach 3R: "AVG PIPE" Inflow = 9.27 cfs @ 12.12 hrs, Volume= 0.714 of Outflow = 8.68 cfs @ 12.22 hrs, Volume= 0.710 af, Atten= 6%, Lag= 5.6 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt-- 0.10 hrs Max. Velocity=4.3 fps, Min. Travel Time= 2.8 min Avg. Velocity=2.0 fps, Avg. Travel Time= 5.9 min, Peak Depth= 1.42' Capacity at bank full=9.00 cfs 21.0" Diameter Pipe n=.0.024 Length= 719.0' Slope=0.0110 '/' Reach DP 1: SUMMATION DESIGN POINT ONE. Inflow = 3.76 cfs @}a 12.81 hrs, Volume_ 0.964 of ° - Outflow = 3.76 cfs.@ 12.81 hrs, Volume=. 0.964 af, Atten-- 0/o,. Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs - Max. Velocity= 19.0 fps, Min:Travel Time= 0.0 min Avg..Velocity= 13.8 fps, Avg.Travel Time= 0.0 min PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr.Rainfall=3.80"- 10 YR EVENT Prepared by The Chazen Companies - Page 7 HydroCAD®6.00 s/n 000927 © 1986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth= 0.30' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 7' Reach DP 2: SUMMATION DESIGN POINT 2 Inflow = 0.29 cfs @ 12.06 hrs, Volume= 0.029 of Outflow = 0.29 cfs @ 12.06 hrs, Volume= 0.029 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 8.9 fps, Min. Travel Time= 0.0 min Avg. Velocity=4.8 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.09' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 T Reach DP 3: SUMMATION DESIGN POINT 3 Inflow - 0.21 cfs @ 12.50 hrs, Volume= 0.055 of Outflow - 0.21 cfs @ 12.50 hrs, Volume= 0.055 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 8.1 fps, Min. Travel Time= 0.0 min Avg. Velocity= 5.9 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.07' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length 1.0' Slope= 1.0000 7' Pond 1 P: POND 1 - (SC's 1, 3 &4) Inflow = 11.30 cfs @ 12.13 hrs, Volume= 1.018 of Outflow = 0.43 cfs @ 16.91 hrs, Volume= 0.262 af, Atten= 96%, Lag= 287.1 min Primary = 0.43 cfs @ 16.91 hrs, Volume= 0.262 of. ! I Routing by Stor-Ind method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev= 350.49' Storage= 33,728 cf r Flood Elev= 353.50' Storage=94,118 cf Plug-Flow detention time= 272.4 min calculated for 0.262 of(26% of inflow) Storage and wetted areas determined by Prismatic sections ; I i i PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hrRainfa11=3.800'_ 10 YR EVENT Prepared by The Chazen Companies Page 8 HydroCAD@)6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 348.00 8,760 0 0 349.00 13,275 11,018 11,018 350.00 15,679 14,477 25,495 351.00 18,048 16,864 . 42,358 352.00 20,504 19,276 61,634 352.'50 21,487 10,498 72,132 353.00 22,485 10,993 83,125 Primary OutFlow (Free Discharge) 11=Orifice/Grate 2=Broad-Crested Rectangular Weir # Routing Invert Outlet Devices 1 Primary 349.29' 4.0"Vert. Orifice/Grate C=0.600 2 Primary 352.50' 10.0' long Broad-Crested Rectangular Weir Head (feet) 0.50 1_00 1.50 Coef. (English) 2.91 3.37 3.55 Pond 2P: POND 2 -(SC 64S) Inflow = 1.08 cfs @ 11.89hrs, Volurne= 0.046 of Outflow = 0.29 cfs @ 12.06 hrs, Volume= 0.029 af, Atten= 73%, Lag= 10.4 min Primary = 0.29 cfs @ 12.06 hrs, Volume= 0.029 of Routing by Stor-Ind method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev=360.55' Storage=789 cf Flood Elev=361.00' Storage= 1,425 ef Plug-Flow detention time= 140.7 min calculated for 0,029 of(64% of inflow) , Storage and wetted areas determined by Prismatic sections Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (Cubic-feet) (cubic-feet) 360.00 950 0 0 361.00 1,900 1,425 1,425 Primary OutFlow (Free Discharge) 't-1=Broad-Crested Rectangular Weir # Routing Invert Outlet Devices I Primary 360.50' 10.0' long x 4.0' breadth Broad-Crested RectangularWeir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1_80 2.00 2.50 3.00 3.5C Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 PROPOSED CONDITIONS REV 6-19-02 30123.01 Type //24-hrRainfall=3.80 10 YR EVENT Prepared by The Chazen.Companies Page 9 HydroCADO 6.00 s/n 000927 1986-2001 Applied Microcomputer Systems 6/25/2002 Pond'3P: POND 3.- (SC 6-2S) Inflow = 2.20 cfs @ 11.95 hrs, Volume= 0.117 of Outflow = 0.00 cfs'@ 10.00 hrs, Volume= .0.000 af, Atten.= 100%, Lag= 0.0 min Primary = 0.00 cfs.@' 10.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time.Span- 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev= 353.35' Storage=5,097 cf Flood Elev= 355,25' Storage= 14,175 6f Plug-Flow detention time=,(not calculated) Storage and wetted areas determined by Prismatic sections Elevation Surf.Area Inc.Store CU m* .Store (feet). (sq-ft) (cubic-feet) (cubic-feet), 351.75 2,300 0 0 352.75 3,300 2,800 2,800 353.75 4,300 3,800-, . 6,600 354.75 5,300 4,800 11,400 355.25 5,800 2,775 14,175 primary OutFlow, (Free Discharge) 1=Broad-Crested Rectangular Weir # Routing Invert Outlet Devices I Primary 354.25' 10.0' long x 4.0' breadth Broad-Crested Rectairigular-Weir Head (feet) 0.20 0.40-0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.5( Coef. (English) 2.38 2.54 2.69. 2.68 2.67 2.67 2.65'2.66 2.66 2.68 2.72 2.73 J PROPOSED CONDITIONS REV 6-19-02 30123.01 Type //24-hr Rainfall=4.40"- 25 YR EVENT Prepared by The Chazen Companies Page 1 HydroCADO 6.00 s/n 000927 (J 1986-2001 Applied Microcomputer Systems 6/25/2002 Time span=10.00-20.00 hrs, dt=0.10 hrs, 101 points Runoff by SCS TR-20 method, UH=SCS,Type 11 24-hr Rainfall=4.40", Reach routing by Stor-Ind+Trans method - Pond routing by Star-Ind method Subcatchment 1S: N.W. Portion Tc=55.6 min CN=57 Area=15.310 ac Runoff=5.11 cfs 0.869'of Subcatchment 2S: N.E. Portion Tc=40.9 min CN=50 Area=7.820 ac Runoff= 1.33 cfs 0.249 of Subcatchment 3S:W. Center Portion Tc=24.3 min CN=87 Area=3.870 ac Runoff= 11.30 cfs 0.869 of Subcatchment 4S: E. Center Portion Tc=13.8 min CN=80 Area=2.150 ac Runoff=6.66 cfs 0.389 of Subcatchment 5S: S.W. Portion Tc=34.4 min CN=49 Area=3.427 ac Runoff=0.54 cfs 0.099 of Subcatchment 6-1S: P/O S.E. Portion Tc=3.4 min CN=71 Area=0.480 ac Runoff= 1.44 cfs 0.061 of Subcatchment.6-2S: P/O S.E Portion Tc=7.5 min CN=68 Area=1.450 ac Runoff=3.07 cfs 0.160 of Reach 1 R: R-1-1 Inflows 5.11 cfs 0.869 of Length=522.0' Max Vel=3.4 fps Capacity=49.97 cfs Outflow=5.06 cfs 0.864 of Reach 2R: R-2.1 ' Inflow=5.06 cfs 0.864 of Length=322.0' Max Vel=3.0 fps Capacity=327.64 cfs Outflow=5.01 cfs 0.860 of .Reach 3R: "AVG PIPE" Inflow= 11.30 cfs 0.869 of Length=719.0' Max Vel=4.3 fps Capacity=9.00 cfs Outflow=9.00 cfs 0.865 of - Reach DP 1: SUMMATION DESIGN POINT ONE inflow=6.53 cfs 1.430 of Length= 1.0' Max-Vel=22.2 fps Capacity= 19.30 cfs Outflow=6.53 cfs 1.430 of Reach DP 2: SUMMATION DESIGN POINT 2 Inflow= 1.08 cfs 0.044 of Length= 1.0' Max Vel= 13.2 fps Capacity= 19.30 cfs Outflow= 1.08 cfs 0.044 of Reach DP 3: SUMMATION DESIGN POINT 3- Inflow=0.54 cfs 0.099 of �C Length= 1.0' Max Vel= 10.8 fps Capacity= 19.30 cfs Outflow=0.54 cfs 0.099.af Pond 1P: POND 1 -(SC's 1, 3&4) Peak Storage=41,666 cf Inflow= 13.28 cfs 1.254 of Primary=0.52 cfs 0.321 of Outflow=0.52 cfs 0.321 of Pond 2P: POND 2 (SC 6-1S) Peak Storage=893 cf Inflow= 1.44 cfs 0.061 of `� Primary= 1.08 cfs 0.044 of Outflow= 1.08 cfs 0.044,of PROPOSED CONDITIONS REV 6-19-02.30123.01 Type/1 24-hr Rainfall=4.40 25 YR EVENT Prepared by The Chazen Companies Page 2 HydroCAD®6:00 s/n 000927 © 1986-2001 Applied Microcomputer Systems 6/25/2002 Pond 3P: POND 3-(SC 6-2S) Peak Storage=6,967 cf Inflow=3.07 cfs 0.160 of Primary=0.00 cfs 0.000 of Outflow=0.00 cfs 0.000 of Runoff Area=34.507 ac Volume=2.696 of Average Depth=0.94" 1 I i PROPOSED CONDITIONS REV 6-19-02 30123.01 Typofl 24-hrRainfall=4.40'�- 25 YR EVENT Prepared by The Chazen Companies Page 3 HydroCADO 6.00 s/n 000927 1986-2001'Applied Microcomputer Systems 612512002 Subcatchment IS: N.W. Portion Runoff = 5.11 cfs @ 12.63 hrs, Volume= 0.869 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=4.40" Area(ac) CN Description 15.310 57 A, B & C-SOILS, WEIGHTED C VALUE Tc Length Slope, Velocity' ' Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 29.0 150 0.0290 0.1 Sheet Flow, Segment ID: i A Woods: Light underbrush n= 0.400 P2= 2.50" 26.6 1,358 0.-0290 0.9 Shallow Concentrated Flow, Segment ID: 1-2 Woodland Kv= 5.0 fps 55.6 1,508 Total Subcatchment 2S: N.E. Portion Runoff 1.83 cfs,@ 12.49 hrs, Volurne= 0.249 of Runoff by SCS-TR-20 method, UH=SC8, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 11 24-hr Rainfall=4.40" Area (ac) CN Description 7.290 46 A,13 & C SOILS WEIGHTED C VALUE 0.530 98 IMPERMEABLE SURFACES 7.820 50 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.1. 150 0.0230 0.1 Sheet Flow, Segment ID: 2-1 Grass: Dense n= 0.240 P2=2.50" 19.5 1,243 0.0230 1.1 Shallow Concentrated.Flow, Segment ID: 2-2 Short Grass Pasture Kv= 7.0 fps 0.3 33 0.0050 1.7 1.36 Circular Channel (pipe), Segment ID: 2-3 Diam= 12.0" Area= 0.8 sf Perim=3.1' r= 0.25' n=0.024 40.9 1,426 Total Subcatchment 3S: W. Center Portion Runoff 11.30 cfs @ 12.12 hrs, Volume= 0.869 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 11 24-hr Rainfall=4.40", PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfall=4.40"-25 YR EVENT Prepared by The Chazen Companies. Page 4 HydroCADO 6.00 s/n 000927 CU 1986-2001 Applied Microcomputer Systems 6/25/2002 Area (ac) CN Description 1.430 69 B & C SOILS WEIGHTED C VALUE 2.440 98 IMPERMEABLE SURFACES 3.8710 87 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet). (ft/ft) (fttsec) (cfs) 23.3 150 0.0070 0.1 Sheet Flow;Segment ID: 3-1 Grass: Short n= 0.150 - P2= 2.50" 1.0 192 .0.0070 12 . 6.62 TrapNee/Rect Channel Flow, Segment ID: 3-2 Bot.W=1.00' D=0.50' Z= 12.5 &0.0'1' n= 0.016 24.3 342 Total i Subcatchment 4S: E. Center Portion, Runoff - 6:66 cfs @ 12.01 hrs, Volume= 0.389 of Runoff by SCS TR-20 method, UH=SCS, Time Span 10.00-20.00 hrs, dt=0.10 hrs Type II 24-hr Rainfall=4.40" Area (ac)- CN. Description 1.510 73 B & C SOILS WEIGHTED C VALUE 0.640 98 IMPERMEABLE SURFACES 2.150 80 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft) (ft/sec) (cfs) 12.0 150 0.0376 0.2 Sheet Flow, Segment ID: 4-1 Grass: Short n= 0.150 P2= 2.50" 1.8. 309 0.0370 2.9' 3.66 TrapNee/Rect Channel Plow, Segment ID: 4-2 Bot.W=2.00' D=0.50' Z= 1.07' n=0.050 13.8 459 Total Subcatchment 5S: S.W. Partion . Runoff = 0.54 cfs @ 12.40 hrs, Volume= 0.099 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=.0.10 hrs - Type 1124-hr Rainfall=4.40" - Area (ac) CN Description 1.600 36 WOODS FAIR A-SOILS 1.827 . 60 WOODS FAIR B-SOILS 3.427 49 Weighted Average PROPOSED CONDITIONS REV 6-19-02 30123.01 Type //24-hrRainfall=4.40'�-25 YR EVENT Prepared by The Chazen Companies Page 5 HydroCAD@ 6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (fVsec) (cfs) 22.8 150 0.0530 0.1 Sheet Flow, Segment ID: 5-1 Woods: Light underbrush n= 0.400 P2= 2.50" 11.6 801 0.0530 1.2 Shallow Concentrated Flow, Segment ID: 5-2 Woodland Kv= 5.0 fps 34.4 951 Total Subcatchment 6-1 S: PIO S.E. Portion Runoff = 1.44 cfs @ 11.89 hrs, Volume= 0.061 of Runoff by SCS TIR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=4.40" Area (ac) CN Description 0.350 61 >75% Grass cover, Good, HSG B 0.130 98 Paved parking & road 0.480 71 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) ' (ft1ft) (fttsec) (cfs) 2.5 24 0.0459 0.2 Sheet Flow,Segment ID: 6-1-1 Grass: Short n= 0.150 P2= 2.50" 0.9 85 0.0459 1.6 Sheet Flow,Segment ID: 6-1-2 Smooth surfaces. n= 0.011 P2=2.50" 3.4 109 Total Subcatchment 6-2S: P/O S.E Portion Runoff = 3.07 cfs @ 11.94 hrs,' Volume= , 0.160 of -20 method, UH=SCS, Time Span= 10.'00-20.00 hrs, dt= 0.10 hrs by SCS TR Type 11 24-hr Rainfall=4.40" Area (ac) CN Description 0.860 61 >75% Grass cover, Good, HSG B 0.460 , 74 >75% Grass cover, Good,-HSG C 0.130 98 -Paved parking & roofs L11.450 68 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft1ft) (ft/sec) (cfs) 6.5 75 0.0425 0.2 Sheet Flow,Segment ID: 6-2-1 Grass: Short n= 0.150 P2= 2.50" 0.8 75 0.0425 1.6 Sheet Flow, Segment ID: 6-2-1 P Smooth surfaces n= 0.011 .P2=2.50" 0.2 174 0.0425 14.2 1198.79 Channel Flow, Segment ID': 6-3-3 - Area" 14.0 sf Perim= 10.0' r= 1.40"n= 0.027 7.5 324 Total PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hrRaihfall=4.40"- 25 YR EVENT Prepared by The Chazen Companies Page 6 HydroCAD@ 6.00-s/n 000927 C 1986-2001 Applied Microcomputer Systems 6/25/2002 Reach 1 R: R-1-1 Inflow 5.11 cfs @ 12.63 hrs, Volume= 0.869 of Outflow 5.06 cfs @ 12.71 hrs, Volume= 0.864 af, Atten= 1 Lag=4.8 min Routing by Stor-Ind+Trans method,.Time Span= 10.00-20.00 hrs, dt-- 0.10 hrs Max. Velocity= 3.4 fps, Min. Travel Time= 2.6 min Avg. Velocity= 2.0 fps, Avg. Travel Time=4.4 min Peak Depth=0.58' Capacity at bank full=49.97 cfs 2.00' x 2.00' deep channel, n= 0.030 Length= 522.0' Slope= 0.01 50T Side Slope Z-value= 1.0T Reach 2R: R-2-1 Inflow = 5.06 cfs @ 12.71 hrs, Volume= 0.864 of Outflow = 5.01 cfs @ 12.76 hrs, Volume= 0.860 af, Atten= 1 Lag= 3.0 min Routing by Stor-Ind+Trans method, Time Span= 10.00-120.00 hrs, dt= 0.10 hrs Max. Velocity-- 3.0 fps; Min.Travel Time= 1.8 min Avg.Velocity= 1.7 fps, Avg.Travel Time= 3.2 min Peak Depth= 0.38' Capacity at bank full= 327.64 cfs 4.00' x 4.00' deep channel, n= 0.030 Length= 322.0' Slope= 0.01 60T Side Slope Z-value= 1.0 7' Reach 3R: "AVG PIPE" Inflow = 11.30 cfs @ 12.12 hrs, Volurne= 0.869 of Outflow = 9.00 cfs @ 12.20 hrs, Volume= 0.865 af, Atten" 20%, Lag=4.6 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 4.3 fps, Min. Travel Time= 2.8 min Avg. Velocity= 2.1 fps, Avg. Travel Time= 5.6 min Peak Depth= 1.75 Capacity at bank full= 9.00 cfs 21.0" Diameter Pipe n= 0.024 Length= 719.0' Slope= 0.0110 T Reach DP I- SUMMATION DESIGN POINT ONE Inflow = 6.53 cfs @ 12.73 hrs, Volurne= 1.430 of Outflow 6.53 cfs @ 12.73 hrs, Volume= 1.430 af, Atten= 0%, .Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 22.2 fps, Min. Travel Time= 0.0 min Avg. Velocity= 15.4 fps, Avg. Travel Time= 0.0 min PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfal1=4.40'- 25 YR EVENT Prepared by The Chazen Companies -Page 7 HydroCAD®6.00 sln 000927 © 1986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth= 0.40' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 7' Reach DP 2: SUMMATION DESIGN POINT 2 Inflow = 1.08 cfs @ 12.00 hrs, Volume= 0.044 of Outflow = 1.08 cfs @ 12.00 hrs, Volume= 0.044 af, Atten= 0%, Lag=0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 13.2 fps, Min. Travel Time= 0.0 min Avg. Velocity= 5.2 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.16' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 T Reach DP 3: SUMMATION DESIGN POINT 3 Inflow = 0.54 cfs @ 12.40 hrs, .Volume= 0.099 of Outflow - 0.54 cfs @ . 12.40 hrs, Volume= 0.099 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 10.8 fps, Min. Travel Time= 0.0 min Avg. Velocity= 7.0 fps, Avg. Travel Time= 0.0 min Peak Depth= 0.12' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 7' Pond 1 P: POND 1 - (SC's 1, 3 &4) Inflow = 13.28 cfs @ 12.08 hrs, Volume= 1.254 of Outflow = 0.52 cfs @ 16.82 hrs, Volume= 0.321 af, Atten= 96%, Lag= 283.9 min Primary = 0.52 cfs @ 16.82 hrs, Volume= 0.321 of Routing by Star-Ind method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev= 350.96' Storage=41,666 cf Flood Elev= 353.50' Storage= 94,118 cf Plug-Flow detention time= 271.8 min calculated for 0.321 of(26% of inflow) Storage and wetted areas determined by Prismatic sections _I PROPOSED CONDITIONS REV-6-19-02 30123.01 Type 24-hr-Rainfall=4.40'-25.YR EVENT Prepared by The Chazen Companies Page 8 HydroCADO 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 348.00 8,760 0 0 349.00 13,275 11,018 11,018 350.00 15,679 14,477- 25,495 351.00 18,048 16,864 42,358 352.00 20,504 19,276 61,634 352.50 21,487 10,498 72,132 353.00 22,485 10,993 83,125 Primary OutFlow (Free Discharge) tI=Orifice/Ghate 2=13road-Crested Rectangular Weir # Routing Invert Outlet Devices 1 Primary 349.29' 4.0"Vert. Orifice/Grate C=0.600 2 Primary 352.60' 100 long Broad-Crested Rectangular Weir Head (feet) 0.50 1.00 1.50 Coef. (English) 2.91 3.37 3.55 Pond 2P: POND 2 -(SC 6-1 S) Inflow = 1.44 cft @ 11.89 hrs, Volume= 0.061 of Outflow = 1.08 cfs @ 12.00 hrs, Volume" 0.044 af, Atten= 25%, Lag=6.6 min Primary = 1.08 cfs @ 12.00 hrs, Volume= 0.044:of Routing by Stor-Ind method, Time Span= 10.00-20.00 hrs, dt--0.10 hrs Peak Elev= 360.63' Storage= 893 cf Flood Elev= 361.00' Storage= 1,425 cf Plug-Flow detention time= 106.0 min calculated for 0.044 of(72% of inflow) Storage and wetted areas determined by Prismatic sections Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 360.00 950 0 0 361.00 1,900 1,425 1,425 Primary OutFlow (Free Discharge) t-1=Broad-Crested Rectangular Weir # Routing Invert Outlet Devices 1 Primary 360.50' 10.0' long x 4.0' breadth broad-Crested Rectangular Weir - Head (feet) 0.20 0.40 0.60 *0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.5( Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 '2.66 2.66 2.68' 2.72 2.73 PROPOSED CONDITIONS REV 6-19-02 30123.01 Type //24-hr Rainfall=4.40'- 25 YR EVENT Prepared by The Chazen Companies Page 9 HydroCADO 6.00 s/n 000927 O 1986-2001 Applied Microcomputer Systems 6/25/2002 Pond 3P: POND 3 - (SC 6-2S) Inflow = 3.07 cfs @ 11.94 hrs, Volume= 0.160 of Outflow = 0.00 cfs @ 10.00 hrs, Volume= 0.000 af, Atten= 100%, Lag= 0.0 min Primary = 0.00 cfs @ 10.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev= 353.83' Storage= 6,967 cf Flood Elev= 355.25' Storage= 14,175 cf Plug-Flow detention time= (not calculated) Storage and wetted areas determined by Prismatic sections Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 351.75 _ 2,300 0 .. 0 352.75 3,300 2,800 2,800 353.75 4,300 3,800 6,600 354.75 5,300 4,800 11,400 355.25 5,800 2,775 14,175 Primary OutFlow (Free Discharge) L1=Broad-Crested Rectangular Weir # Routing Invert Outlet Devices 1 Primary . 354.25' 10.0' long x 4.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.5( Coef. (English) 2.38 2.54 2.69 2.68 2.67 2:67 2.65 2.66 2.66 2.68 2.72 2.73 r-, i i i 50 YEAR 24-HOUR STORM r-, PROPOSED CONDITIONS REV 6-19-02 30123.01Fype 11 24-hrRainfall=4.80 50 YEAR EVENT Prepared by The Chazen Companies Page 1 HydroCAD@ 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Time span=1 0.00-20.00,hrs, dt--0.1 0 hrs, 101 points Runoff by SCS TR-20 method, UH=SCS,Type 11 24-hr Rainfall=4.80" Reach routing by Stor-Ind+Trans method Pond routing by Star-Ind method Subcatchment 1S: N.W. Portion Tc=55.6 min CN=57 Area=15.310 ac Runoff=6.78 cfs 1.095 of Subcatchment 2S: N.E. Portion Tc=40.9 min CN=50 Area=7.820 ac Runoff=2.00 cfs 0.334 of Subcatchment 3&W. Center Portion Tc=24.3 min CN=87 Area=3.870 ac Runoff= 12.67 cfs 0.974 of Subcatchment 4S: E. Center Portion Tc=1 3.8 min CN=80 Area=2.150 ac Runoff=7.61 cfs 0.444 of Subcatchment-5S: S.W. Portion Tc=34.4 min CN=49 Area=3.427 ac Runoff=0.85 cfs 0.134 of Subcatchment 6-IS: P/O S.E. Portion Tc=3.4 min CN=71 Area=0.480 ac Runoff= 1.69 cfs 0.072 of Subcatchment,6-2S: P/O S.E Portion Tc=7.5 min CN=68 Area=1.450 ac Runoff=3.68 cfs 0.191 of Reach IR: R-1-1 Inflow=6.78 cfs 1.095 of Length=522.0'+ Max Vel=3.7 fps Capacity=49.97 cfs Outflow=6.71 cis 1.089 of Reach 2R: R-2-1 Inflow=6.71 cfs 1.089 of Length=322.0' Max Vel=3.3 fps Capacity=327.64 cfs Outflow=6."67 cfs 1.085 of Reach 3R: "AVG PIPE" Inflow= 12.67 cis 0.974 of J Length=719.0' Max Vel=4.2 fps Capacity=9.00 cfs Outflow=9.00 cis 0.969 of Reach DP 1: SUMMATION DESIGN POINT ONE lnflow=.8.72cfs 1.772 of Length= 1.0' Max Vel=219 fps Capacity= 19.30 cfs Outflow=8.72 cfs 1.772 of Reach DID 2: SUMMATION DESIGN POINT 2 Inflow= 1.24 cfs 0.055 of Length= 1.0' Max Vel= 13.7 fps Capacity= 19.30 cfs Outflow= 1.24 cfs 0.055 of Reach DP 3: SUMMATION DESIGN POINT 3 Inflow=0.85cfs 0.134af Length= 1.0' Max Vel= 12.3 fps Capacity= 19.30 cfs Outflow=0.85 cfs 0.134af Pond I P: POND I -(SCs 1., 3&4) Peak Storage=47,209 cf. Inflow= 14.59 cfs 1.413 of Primary=0.56 cfs 0.354 of Outflow=0.56 cis 0.354 of Pond 213: POND 2-(SC 6-11S) Peak Storage=912 cf Inflow= 1.69 cfs 0.072 of Primary= 1.24 cfs 0.055 of Outflow= 1.24 cfs 0.055 of PROPOSED CONDITIONS REV 6-19-02 30123.Ofype //24-hr Rainfall=4.80"-50 YEAR EVENT Prepared by The Chazen Companies Page 2 HydroCAD@ 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Pond 3P: POND 3-(SC 6-2S) Peak Storage= 8,300 cf Inflow=3.68 cfs 0.191 of Primary=0.00 cfs 0.000 of Outflow=O.OG cfs 0.000 of Runoff Area=34.507 ac Volume=3.243af Average Depth = 1.13" PROPOSED CONDITIONS REV 6-19-02 30123.01-ypq//24-hr Rainfzffl=4.80'- 50 YEAR EVENT Prepared by The Chazen Companies Page 3 HydroCADO 6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Subcatchment 1S: N.W. Portion Runoff = 6.78 cfs @ 12.61 hrs, Volume= 1.095'af Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=4.80" Area (ac) CN Description 15.310 57 A, B &C-SOILS,WEIGHTED C VALUE Tc Length Slope Velocity Capacity Description (min) (feet) (fft (ftisec) (cfs) 29.0 150 0.0290 0.1 Sheet Flow, Segment ID: 1-1 Woods: Light underbrush n= 0.400 P2=2.50" 26.6 1,358 0.0290 0.9 Shallow Concentrated Flow, Segment ID: 12 Woodland Kv= 5.0 fps 55.6 1,508 Total Subcatchment 2S:. N.E. Portion Runoff 2.00 cfs @ 12.46 hrs, Volume= 0.334 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 11 24-hr Rainfall=4.80" Area (6c) CN Description 7.290 46 A,13 &C SOILS WEIGHTED C VALUE 0.530 98 IMPERMEABLE SURFACES 7.820 50 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft) (ft/sec) (cfs) 21.1 15.0 0.0230 0.1 Sheet Flow, Segment ID: 2-1 Grass: Dense n= 0.240 P2=2.50" 19.5 1,243 0.0230 1.1 Shallow Concentrated Flow, Segment ID: 22 Short Grass Pasture Kv- 7.0 fps 0.8 33. 0.0050 1.7 1.36 Circular Channel (pipe), Segment ID: 2-3 Diam= 12.0" Area= 0.8 sf Perim=3.1' r= 0.25' n= 0.024 40.9 1,426 Total Subcatchment 3S: W. Center Portion Runoff 12.67 cfs @ 12.12 hrs, Volume= 0.974af Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 11 24-hr Rainfail=4.80" PROPOSED CONDITIONS REV 649-02 301.23.Ofype-1124-hr Rainfall=4.80"-50 YEAR EVENT Prepared by The Chazen Companies Page 4 HydroCADO 6.00 s/n 000927 Q 1986-2001 Applied Microcomputer Systems 6/25/2002 Area (ac) CN Description 1.430 . 69 B & C SOILS WEIGHTED C VALUE 2.440 98 IMPERMEABLE SURFACES 3.870 87 Weighted Average Tc Length, Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 23.3 150 0.0070 0.1 Sheet Flow, Segment ID: 3-1 Grass: Short n= 0.150 P2= 2.50" 1.0 192 0.0070 3.2 • 6.62 Trap/VeeiRect Channel Flow, Segment ID: 3-2 Bot.W=1.00' D=0.50' Z=12.5 &0.0 T n= 0.016 . 24.3 342 Total Subcatchment 4S: E. Center Portion Runoff - 7.61 cfs @ 12.01 hrs, Volume " 0.444 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs;dt=0.10 hrs Type fI 24-hr Rainfall=4.80" - Area (ac) CN Description 1.510 73 B &C SOILS WEIGHTED C VALUE 0.640 98 IMPERMEABLE SURFACES -2.150 80 Weighted Average Tc Length Slope Velocity . Capacity Description (min) (feet) (ft/ft) (ft/sec), (cfs) '12.0 150 0.0370 0.2 Sheet Flow,Segment ID: 4-1 Grass: Short . n= 0.150 P2= 2.50" 1.8 309 0.0370 2.9. 3.66 TrapNee/Rect Channel Flow, Segment ID: 4-2 Bot.W=2.00' D=0.50' Z= 1.0'/' n=0.050 13.8 459 Total Subcatchment 5S: S.W. Portion Runoff = 0.85 cfs @ 12.37 hrs, Volume= 0.134 of j Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00-hrs, dt= 0.10 hrs Type Il 24-hr Rainfall=4.80" Area (ac) CN Description 1.600 36 WOODS FAIR A-SOILS 1.827 60 WOODS FAIR B-SOILS 3.427 49 Weighted Average i PROPOSED CONDITIONS REV 6-19-02 30123.01-ype //24-hrRainfall=4.80" 50 YEAR EVENT Prepared by The Chazen Companies Page 5 HydroCAD@ 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Tc Length Slope Velocity Capacity Description (min) - (feet) (ft/ft) (ft/sec) (cfs)- . 22.8 150 0.0530 0.1 Sheet Flow, Segment ID: 5-1 Woods: Light underbrush n= 0.400 P2= 2.50" 11.6 801 0.0530 1.2 Shallow Concentrated Flow, Segment ID: 5-2 Woodland Kv= 5.0 fps 34.4 951 Total Subcatchment 6-IS: P/O S.E. Portion Runoff = 1.69 cfs @ 11.89 hrs, Volume= 0.072 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 11 24-hr-Rai nfall=4.80" Area (ac) CN Description 0.350 61 >75% Grass cover, Good, HSG B 0.130 98 Paved parking & road 0.480 71 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 2.5 24 0.0459 0.2 Sheet Flow, Segment ID: 6-1-1 Grass: Short n= 0.150 P2= 2.50" 0.9 85 0.0459 1.6 Sheet Flow,Segment ID: 6-1-2 Smooth surfaces n= 0.011 P2=2.50" 3.4 109 Total tubcatchment 6-2S: P/O S.E Portion Runoff = 3.68 cfs @ 11.94hrs, Volume= 0.191 af, Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=4.80" Area (ac) CN Description .0.860 61 >75% Grass cover, Good, HSG B 0.460 74 >75% Grass cover, Good, HSG C 0.130 98 Paved parking & roofs 1.450 68 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.5 75 0.0425 0.2 Sheet Flow, Segment ID: 6-2-1 Grass: Short n= 0.150 P2= 2.50" 0.8 75 0.0425 1.6 Sheet Flow, Segment ID: 6-2-1 P Smooth surfaces n= 0.011 P2=2.50" 0.2 174 0.0425 14.2 198.79 Channel Flow, Segment ID: 6-3-3 Area= 14.0 sf Perim= 10.0' r-- 1.40' n= 0.027 7.5 324 Total PROPOSED CONDITIONS REV 6-19-02 30123.01Fype //24-hr Rainfalf=4.80"- 50 YEAR EVENT Prepared by The Chazen Companies - Page 6 HydroCADO 6.00 s/n 000927 C 1986-2001 Applied Microcomputer Systems 6/25/2002 Reach 1 R: R-1-1 Inflow = 6.78 cfs @ 12.61 hrs, Volume= 1.095 of Outflow = 6.71 cfs @ 12.69 hrs, Volume= 1.089 af, Atten= 1 Lag=4.4 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 3.7 fps, Min. Travel Time= 2.4 min Avg. Velocity= 2.1 fps, Avg. Travel Time=4.1 min Peak Depth= 0.69' Capacity at bank full=49.97 cfs 2.00' x 2.00' deep channel, n= 0.030 Length=522.0' Slope= 0.0150T Side Slope Z-value= 1.07' Reach 2R: R-2-1 Inflow = 6.71 cfs @ 12.69 hrs,Volurne= 1.089 of Outflow = 6.67 cfs @ 12.73 hrs, Volume= 1.085-af, Atten= 1 Lag=2.8 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 3.3 fps, Min. Travel Time= 1.6 min Avg. Velocity= 1.8 fps, Avg. Travel Tirne= 3.0 min Peak Depth= 0.45' Capacity at bank full= 327.64 cfs 4.00' x 4.00' deep channel, n= 0.030 Length=322.0' Slope=0.0160 T Side Slope Z-value= 1.07' Reach 3R: "AVG PIPE" Inflow 12.67 cfs @ 12.12 hrs, Volume= 0.974 of Outflow = 9.00 cfs @, 12.20 hrs, Volume= 0.969 af, Atten= 29%, Lag=4.7 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 4.2 fps, Min.Travel Time= 2.8 min Avg. Velocity = 2.2 fps, Avg. Travel Time= 5.5 min Peak Depth= 1.75' Capacity at bank full= 9.00 cfs 21.0" Diameter Pipe n= 0.024 Length- 719.0' Slope= 0.0110 'P Reach DP 1: SUMMATION DESIGN POINT ONE Inflow = 8.72 cfs @ 12.69 hrs, Volurne= 1.772 of -Outflow = 8.72 cfs @ 12.69 hrs, Volurne= 1.772 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 23.9 fps, ,Min. Travel Time= 0.0 min Avg. Velocity= 16.2 fps, Avg. Travel Time= 0.0 min PROPOSED CONDITIONS REV 6-19.-02 30123.0fype 1124-hr Rainf611=4.80"- 50 YEAR EVENT Prepared by The Chazen Companies Page 7 HydroCADC)6.00 s/n 000927 Q 1986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth= 0.47' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' -Slope 1.0000 T Reach DP 2: SUMMATION DESIGN POINT 2 ,Inflow = 1.24 cfs @ 11.98 hrs, Volume= 0.055 of Outflow = 1.24 cfs @ 11.98 hrs, Volume= 0.055 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 firs, dt=0.10 hrs Max. Velocity= 13.7.fps, Min. Travel Time= 0.0 min Avg. Velocity= 5.4 fps, Avg. Travel Time= 0.0 min Peak Depth=0.17' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope 1.0000 7' Reach DP 3: SUMMATION DESIGN POINT 3 Inflow = 0.85 cfs @ 12.37 hrs, Volume= . 0.134 of Outflow = 0.85 cfs @ 12.37 hrs, Volume= 0.134 af, Atten= 0%, Lag=0.0 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt=0.10 hrs �# Max. Velocity-- 12.3 fps, Min.Travel Time=0.0 min ? Avg. Velocity=7.5 fps, Avg.Travel Time= 0.0 min. Peak Depth=0.14' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000 7' Pond 1 P: POND 1 -(SC"s 1, 3 &4) Inflow = 14.59 cfs @" 12.06 hrs, Volume= 1.413 of i Outflow = 0.56 cfs @ 16.93 hrs, Volume= 0.354 af, Atten= 96%, Lag= 292.3 min Primary -- 0.56 cfs @ 1.6.93 hrs, Volume= 0.354 of i Routing by Stor-Ind method, Time Span=10.00-20.00 hrs, dt= 0.10 hrs Peak Elev=351.25' Storage=47,209 cf Flood Elev= 353.50' Stora9 e=94,118 cf . Plug-Flow detention time 270.2 min calculated for 0.350 of(25%of inflow) Storage and wetted areas determined by Prismatic sections PROPOSED CONDITIONS REV 6-19-02 30123.Ofype 24-hr Raihfall_4.80'- 50 YEAR EVENT Prepared by the Chazen Companies Page 8- HydroCADS 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 348.00 8,760 0 0 349.00 13,275 11,018 11,018 350.00 15,679 14,477 25,495 351.00 18,048 16,864 42,358 352.00 20,504 19,276 61,634 352.50 21,487 10,498 72,132 353.00 22,485 10,993 83,125 Primary OutFlow (Free Discharge) _1=0rifice/Grate 2=13road-Crested Rectangular Weir # Routing Invert Outlet Devices I Primary 349.29' 4.0"Vert.Orifice/Grate C=0.600 2 Primary 352.50' 10.0' long Broad-Crested Rectangular Weir Head (feet) 0.50 1.00 1.50 Coef. (English) 2.91 3.37 3.55 Pond 2P: POND 2 -(SC 6-1S) i. Inflow = 1.69 cfs @ 11-.89hrs, Volume= 0.072 of Outflow = 1.24 cfs-@ 11.98 hrs, Volume= 0.055 af, Atten=27%, Lag= 5.2 min Primary = 1.24 cfs @ 11.98 hrs, Volume= 0.055 of Routing by Stor-Ind method,Time Span= 10.00-20.00,hrs, dt=0.10 hrs Peak Elev=360.64' Storage= 912 cf Flood Elev=361.00' Storage:- 1,425 cf Plug-Flow detention time= 94.7 min calculated for.0.055 of(77% of inflow) -Storage and wetted areas determined by Prismatic sections Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet). (cubic-feet) 360.00 950 0 0 361.00 1,900 1,425 1,425 Primary OutFlow (Free Discharge) ti=Broad-Crested Rectangular Weir # Routing Invert Outlet Devices 1 Primary 360.50' 10.0' long x4.0' breadth Broad-Crested Rectangular weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.5( Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.722-73 PROPOSED CONDITIONS REV 6-19-02 30123.01-ype 1124-hr Rainfall=4.80"50 YEAR EVENT Prepared byThe-Chazen Companies Page 9 HydroCAD@ 6.00 s/n 000927 ©1986-2001 Applied Microcomputer Systems 6/25/2002 Pond 3P: POND 3 - (SC 6-2S) Inflow = 3.68 cfs @ 11.94 hrs, Volume 0.191 of Outflow = , 0.00 cfs @ 10.00 hrs, Volume 0.000 af, Atten= 100%, Lag= 0.0 min Primary = 0.00 cfs @ 10.00 hrs, Volurne= 0.000 of Routing by Stor-Ind method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev 354.10' Storage=8,300 of Flood Elev=355.25' Storage= 14,175 cf Plug-Flow detention time= (not calculated) Storage and wetted areas determined by Prismatic sections Elevation Surf.Area Inc.Store Cum.Store (.feet) (sq-ft) (cubic-feet) (cubic-feeti 351.75. 2,306 0 0 352.75 3,300 2,800 2,800 353.75 4,300 3,800 6,600 354.75 5,300 4,800 11,400 355.25 5,800 2,775 14,175 Primary OutFlow (Free Discharge) t1=Broad-Crested Rectangular Weir j # Routing Invert Outlet Devices 1 Primary 354.25' 10.0' long x 4.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.5( Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 .2.66 2.68 2.72 2.73 -f 100 YEAR 24-HOUR NORM PROPOSED CONDITIONS REV 6619-02 30123.01 Type 24-hr Raihfall=5.40'�- 100 YR EVENT Prepared by The Chazefi Companies Page I HydroCAD@ 6.00 s/n 000927 @ 1986-2001 Applied Microcomputer Systems 6/25/2002 Time span=1 0.00-20.00 hrs, dt=O.l 0 hrs, 101 points Runoff by SCS TR-20 method, UH=SCS, Type 11 24-hr Rainfall=5.40" Reach routing by Stor-Ind+Trans method - Pond routing by Star-Ind method Subcatchment IS: N.W. Portion T6=55.6 min CN=57 Area=1 5.310 ac Runoff=9.59 cfs 1.466 of Subcatchment 2S: N.E. Portion Tc=40.9 min CN=50 Area=7.820 ac Runoff=3.26 cfs 0.478'af Subcatchment 3S:W. Center Portion Tc=24.3 min CN=87 Area=3.870 ac Runoff= 14.71 cfs 1.131 of Subcatchment 4S: E.Center Portion Tc=1 3.8 min CN=80 Area=2.1 50 ac Runoff=9.06 cfs 0.528 of Subcatchment 5S: S.W. Portion Tc=34.4 min CN=49 , Area=3.427 ac Runoff= 1.43 cfs 0.195 of Subcatchment 6-IS: P/O S.E. Portion Tc=3.4 min CN=71 Area=0.480 ac Runoff=2.09 cfs 0.089 of Subcatchment6. -2S: P/O S.E Portion Tc=7.5 min CN=68 Area=1.450 ac Runoff=4.64 cfs 0.239 of Reach I R: R-I-1 Inflow=9.59 cfs 1.466 of Length,=522.0' Max Vel=4.0 fps Capacity=49.97 cfs' Outflow=9.49 cfs 1.459 of Reach 2R: R-2-1 Inflow=9.49 cfs 1.459 of Length=322.0' Max Vel=3.7 fps Capacity= 327.64 cfs Outflow=9.43 cfs 1.454 of Reach 3R: "AVG PIPE Inflow= 14.71 cfs 1.131 of Length=719.0' Max Vel=4.3 fps Capacity=9.00 cfs Outflow=9.23 cfs 1.126 of Reach DP 1 SUMMATION DESIGN POINT ONE Inflow= 12.53 cfs 2.330 of Length= 1.0' Max Vel=26.1 fps Capacity= 19.30 cfs Outflow= 12.53 cfs 2.330 of Reach DP 2: SUMMATION DESIGN POINT 2 Inflow=2.01 cfs 0.102 of Length= 1.0' Max Vel= 15.7 fps ,Capacity= 19.30 cfs Outflow=2.01 cfs 0.102 of Reach DP 3: SUMMATION DESIGN POINT 3 Inflow= 1.43 cfs 0.195 of Length= 1.0' Max Vel= 14.3 fps Capacity= 19.30 cfs Outflow= 1.43 cfs 0.195 of Pond 1 P: POND I -(SC's 1, 3&4) Peak Storage=55,774 cf' Inflow= 17.24 cfs 1.653 of Primary=0.63 cfs 0.397 of Outflow=0.63 cfs 0.397 of Pond 2P: POND 2-(SC 6-IS) Peak Storage=993 cf Inflow=2.09 cfs 0.089 of VfPrimary=2.01 cfs 0,072 of Outflow=2.01 cfs 0.,072 of PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfall=5.40"-- 16o YR EVENT Prepared by The Chazen Companies Page 2 HydroCAD@ 6.00 ,s/n 000927 O 1986-2001 Applied Microcomputer Systems. 6/25/2002 Pond 3P: POND 3-(SC 6-2S) Peak Storage=9,129 cf Inflow=4.64 cfs 0.239 of Primary=0.11 cfs 0.030 of Outflow=0..11 cfs 0.030 of Runoff Area=34.507 ac Volume=4.125 of Average Depth= 1.43" is PROPOSED CONDITIONS REV-6-19-02 30123.01 Type //24-hr Rainfall=5.40'�- 100 YR EVENT Prepared by.The Chazen Companies - Page 3 HYdroCAD@ 6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Subcatchment 1S: N.W. Portion Runoff = 9.59 cfs @ 12.59 hrs, Volume= 1.466 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=5.40" Area (ac) CN Description 15.310 57 A, B &C-SOILS,WEIGHTED C VALUE Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 29.0 150 0.0290 0.1 Sheet Flow, Segment 1113' 1-1 Woods: Light underbrush n= 0.400 P2=2.50" 26.6 1,358 0.0290 . 0.9 Shallow Concentrated Flow, Segment ID: 1-2 Woodland Kv= 5.0 fps 55.6 1,508 Total Subcatchment 2S: N.E. Portion Runoff = 3.26 cfs @ 12.43 hrs,' Volume= 0.478 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=5.40" Area (ac) CN . Description 7.290 46 A,13 & C SOILS WEIGHTED C VALUE 0.530 98 IMPERMEABLE SURFACES 1.820 50 Weighted Average Te Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 21.1 150 0.0230 0.1 Sheet Flow, Segment ID: 2-1 Grass: Dense n= 0.240 P2= 2.60" 19.5 1,243 0.0230 1.1 Shallow Concentrated Flow, Segment ID: 2-2 Short Grass Pasture Kv= 7.0 fps 0.3 33 0.0050 1.7 1.36 Circular Channel (pipe), Segment ID: 2-3 Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.024 40.9 1,426 Total Subcatchment 3S: W. Center Portion Runoff = 14.71 cfs @ 12.12 hrs, Volume= 1.131 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Type 11 24-hr Rainfall=5.40" PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfall=5.40"- 100 YR EVENT Prepared by The Chazen Companies- Page 4 HydroCAD®6.00 s/n 000927 ©1986-2001 Applied Microcomputer Systems 6/25/2002 Area (ac) CN Description 1.430 ;69 B &C SOILS WEIGHTED C VALUE 2.440 98 IMPERMEABLE SURFACES 3.870 87 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) -,(cfs) 23.3 150 0.0070 0.1 Sheet Flow, Segment ID:3-1 Grass: Short n= 0.150 P2=2.50" 1.0 192 0.0070 3.2 6.62 TrapNeelRect Channel Flow, Segment ID:3-2 Bot.W=1.00' D=0.50' Z= 12.5 &0.0'P n= 0.016 24.3 342 Total Subcatchment 4S: E. Center Portion. Runoff = 9.06 cfs @ 12.01 hrs, Volume= 0.528 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt 0.10 hrs Type II 24-hr Rainfall=5.40" Area (ac) CN Description . 1.510 73 B & C SOILS WEIGHTED C VALUE 0.640 98 IMPERMEABLE SURFACES 2.150 80 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) - 12.0 150 0.0370 0.2 Sheet Flow, Segment ID: 4-1 Grass: Short n=0.150' P2=2.50" 1.8 309 0.0370 2.9 3.66 TrapNeelRect Channel Flow, Segment ID:4-2 Bot.W=2.00' D=0.50' Z= 1.0'P n=0.050 13.8 459 Total Subcatchment,5& S.W. Portion Runoff = 1.43 cfs'@ 12,34 hrs, Volume ' 0.195 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs - Type II 24-hr Rainfall=5.40" Area (ac) CN Description 1.600 36 WOODS FAIR A-SOILS ' 1.827 60 WOODS FAIR B-SOILS 3.427 49 Weighted Average PROPOSED CONDITIONS REV 6-19-02 30123.01 Type It 24-hr Rainfall=5.407- 100 YR EVENT Prepared by The Chazen Companies 'Page 5 HydroCADO 6.00 s/n 000927 0 1986-2001 Applied Microcomputer Systems 6/25/2002 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 22.8 150, 0.0530 -0.1 Sheet Plow,Segment ID: 5-1 Woods: Light underbrush n= 0.400 P2= 2.50" 11.6 801 0.0530 1.2 Shallow Concentrated Flow, Segment ID: 5-2 -Woodland Kv=5.0 fps 34.4 951 Total SubcatchmentlBAS: P/OS.E. Portion Runoff 2.09 cfs @ 11.89 hrs, Volume= 0.089 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 11-24-hr Rainfall=5.40" Area.(66) 'CN Description 0.350 61 >75% Grass cover, Good, HSG B 0.130 98 Paved parking &road 0.480 71 Weighted Average Tc Length Slope Velocity Capacity Description (min) . (feet) (ft/ft) (ft/sec) (cfs) .2.5 24 0.0459 0.2 Sheet Flow, Segment ID: 6-1-1 Grass: Short n=0.150 P2=2.50" 0.9 85 0.0459 1.6 Sheet Flow, Segment ID: 6-1-2 Smooth surfaces n= 0.011 P2= 2.50" 3.4 109. Total Subcatchment 6-2S.: P/O S.E Portion Runoff = 4.64 cfs @ 11.93 hrs, Volume= 0.239 of Runoff by SCS TR-20 method, UH=SCS, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Type 11 24-hr Rainfall=5.40" Area (ac) CN Description 0.860 61 >75% Grass cover, Good, HSG B 0.460 74 >75% Grass covet, Good, HSG C 0.130 98 Paved parking &roofs 1.450 68' Weighted Average Tc; Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.5 75 '0.0425 0.2 Sheet Flow; Segment ID:-6-2-1 - Grass: Short n=0.150 P2= 2.50" 0.8 75 '0.0425 1.6 Sheet Flow, Segment ID: 6-2-1 P Smooth surfaces n= 0.011 P2=2.50" 0.2 174 0.0425 - 14.2, 198.79 Channel Flow,Segment ID: 6-3-3 Area= 14.0 sf Perim= 10.0' r= 1.40' n=0.027 7.5 324 Total PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfall=5.40"- 100 YR EVENT Prepared by The Chazen Companies Page 6 HydroCAD®6.00 s/n 000927 O 1986-2001 Applied Microcomputer Systems 6/25/2002 Reach 1 R: R-1-1 Inflow = 9.59 cfs @ 12.59 hrs, Volume= 1.466 of Outflow = 9.49 cfs @• 12.66 hrs, Volume= 1.459 af, Atten= 1%, Lag= 3.8 min Routing by.Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity=4.0 fps, Min. Travel Time=2.2 min Avg. Velocity= 2.3 fps, Avg. Travel Time= 3.8 min Peak Depth= 0.84' Capacity at bank full=49.97 cfs 2.00' x 2.00' deep channel, n= 0.030 Length= 522.0' Slope= 0.0150 T Side Slope Z-value= 1.0 '/' Reach 2R: R-2-1 Inflow = 9.49 cfs @ 12.66 hrs, Volume= 1.459 of Outflow = 9.43 cfs @ 12.70 hrs, Volume= 1.454 af, Atten= 1%, Lag= 2.7 min Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt=0.10 hrs Max. Velocity= 3.7 fps, Min. Travel Time= 1.4 min Avg. Velocity= 2.0 fps, Avg. Travel Time= 2.7 min Peak Depth= 0.56' Capacity at bank full=327.64 cfs 4.00' x 4.00' deep channel, n= 0.030 Length= 322.0' Slope= 0.0160 T Side Slope Z-value= 1.07' Reach 3R: "AVG PIPE" Inflow - 14.71 cfs @ 12.12 hrs, Volume= 1.131.af Outflow = 9.23 cfs @ 12.10 hrs, Volume= 1.126 af, Atten= 37%, Lag= 0.0 min i Routing by Stor-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs ' Max. Velocity=4.3 fps, Min. Travel Time= 2.8 min Avg. Velocity= 2.3 fps, Avg. Travel Time= 5.3 min Peak Depth= 1.75' Capacity at bank full= 9.00 cfs f 21.0" Diameter Pipe n= 0.024 Length=719.0' Slope=0.0110 '/' a Reach DP 1: SUMMATION DESIGN POINT ONE Inflow = 12.53 cfs @ 12.64 hrs, Volume= 2.330 of Outflow = 12.53 cfs @ 12.64 hrs, Volume= 2.330 af, Atten= 0%, Lag= 0.0 min Routing by Star-Ind+Trans method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Velocity= 26.1 fps, Min. Travel Time= 0.0 min Avg. Velocity= 17.2 fps, Avg.Travel Time= 0.0 min PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 11,24-hr Rainfall=5.40"- 100 YR EVENT Prepared by The Chazen Companies Page 7 NydroCADQ 6.00 s/n 000927 O 1986-2001 Applied Microcomputer Systems 6/25/2002 Peak Depth=0.59' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope= 1.0000'/' Reach DP 2: SUMMATION DESIGN POINT 2 Inflow = 2.01 cfs @ 11.92 hrs, Volume= 0.102 of Outflow = ' 2.01 cfs @ 11.92 hrs, Volume= 0.102 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00=20.00 hrs, dt=0.10 hrs Max. Velocity-- 15.7 fps, Min.Travel Time= 0.0 min Avg. Velocity=6.8 fps, Avg. Travel Time= 0.0 min Peak Depth=0.22' . Capacity at bank full 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope=.1:0000 T Reach DP 3: SUMMATION DESIGN POINT 3 Inflow = 1.43 cfs @ 12.34 hrs, Volume= 0.195 of Outflow - 1.43 cfs @ 12.34 hrs, Volume= 0.195 af, Atten 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Max. Veloclty= 14.3 fps, Min: Travel Time= 0.0 min Avg. Velocity 8.3 fps, Avg.Travel Time= 0.0 min Peak Depth 0.18' Capacity at bank full= 19.30 cfs 12.0" Diameter Pipe n= 0.024 Length= 1.0' Slope 1.0000 '/' Pond.1 P: POND 1 - (SC's 1, 3 &4) Inflow. = 17.24 cfs @ 12.04 hrs, Volume= , 1..653 of Outflow = 0.63 cfs @ 17.15 hrs, Volume= 0.397 af, Atten= 96%, Lag= 306.5 min ' Primary = 0.63,cfs @ 17.15 hrs, Volume=. 0.397 of j Routing by Stor-Ind method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev=351.70' Storage=55,774 cf j Flood Elev= 353.50' Storage=94,118 cf Plug-Flow detention time= 271.6 min calculated for 0.393 of(24% of inflow) Storage and wetted areas,determined by Prismatic sections s i PROPOSED CONDITIONS REV 6-19-02 30123.01 Type I!24-hr Rainfa11=5.40"- 100 YR EVENT Prepared by The Chazen Companies Page 8 HVdroCADCQ 6.00 s/n 000927 cO 1986-2001 Applied Microcomputer Systems 6/25/2002 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 348.00 8,760 0 0 349.00 13,275 11,018. 11,018 350.00 15,679 14,477 25,495 351.00 18,04.8 16,864 42,358 352.00 20,504 19,276 61,634 352.50 21,487 10,498 72,132 353.00 22,485 10,993 83,125 Primary OutFlow (Free Discharge) , �1=Orifice/Grate 2=Broad-Crested Rectangular Weir # Routing Invert Outlet Devices 1 Primary' 349.29' 4.0"Vert. Orifice/Grate C=0.600. 2 Primary 352.50' 10.0' long Broad:Crested Rectangular Weir Head (feet) 0.50 1.00 1.50 Coef. (English) ,2.91 3.37 3.55 Pond 2P: POND 2 -(SC 6-1 S) Inflow = 2.09 cfs @ 11.89 hrs, Volume= 0.089 of Outflow = 2.01 cfs'@ 11.92 hrs, Volume= 0.072 af, Atten=4%, Lag= 2.2.min Primary 2.01 cfs @ 11.92 hrs, Volume= 0.072 of Routing by-Star-Ind method, Time Span= 10.00-20.00 hrs; dt= 0.10 hrs Peak Elev=360.70' Storage=993 cf Flood Elev=361.00' Storage= 1,425 cf Plug-Flow detention time= 80.1 min calculated for 0.072 of(81% of inflow) Storage and wetted areas determined by Prismatic sections Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 360.00 950 0 0 361.00 1,900 1,425 1,425 Primary OutFlow (Free Discharge) t--1=13road-Crested Rectangular Weir # Routine Invert Outlet Devices 1 Primary 360.50' 10.0' long x 4.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.5( Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 f F E PROPOSED CONDITIONS REV 6-19-02 30123.01 Type 1124-hr Rainfall=5.40"-- 100 YR EVENT Prepared by The Chazen Companies, Page 9 f ydroCAD®6.00 s/n 000927 ©1986-2001 Applied Microcomputer Systems 6/25/2002 Pond 3P: POND 3 - (SC 6-2S) Inflow = 4.64 cfs @ 11.93 hrs, Volume= 0.239 of Outflow = 0.11 cfs @ 17.05 hrs, Volume= 0.030 af, Atten= 98%, Lag= 306.7 min Primary = 0.11 cfs @ 17.05 hrs, Volume= 0.030 of - Routing by Stor-Ind method, Time Span= 10.00-20.00 hrs, dt= 0.10 hrs Peak Elev=354.28' Storage=9,129 cf Flood Elev=355.25' Storage= 14,175 cf Plug-Flow detention time- 388.0 min calculated for 0.030 of(13% of inflow) Storage and wetted areas determined by Prismatic sections , Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 351.75 2;300 0 0 352.75 3,300 2;800 2800 353.75 4,300 3,800 6,600 . 354.75 5,300 4,800 11,400 355.25 5,800 2,775 14;175 Primary OutFlow (Free Discharge) L1=Broad-Crested Rectangular Weir # -,-Routing Invert. Outlet Devices 1 Primary , 354.25' ' 10.0' long x 4.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.5( Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66 2.68 2.72 2.73 s a JI Appendix E: NYSDEC St©rmwater SPDES NYS Department of Environmental Conservation Division of Water 625 Broadway `oe Albany,NY 12233-3505 NOTICE OF INTENT,TRANSFER OR TERMINATION FOR STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL OR CONSTRUCTION ACTIVITY UNDER THE SPDES GENERAL PERMIT Section I. Reason for Submittal-Check either A or B or C: 1�a A. This is a new(original)or renewal submittal. Complete the rest of the form. (Items marked with an asterisk(*)must be completed.) -or- ❑ B. There has been a change in information since the earlier submittal. Indicate changes in appropriate sections.If known, enter your permit identification number below. -or- ❑ C. Want to terminate general stormwater permit coverage. Complete the following sections, as appropriate,including Section V. If known, enter your permit identification number below. Permit Identification Number: NYR Section H. Owner/Operator Information *Name: *Street: Additional Address (if any): *City, State and Zip Code: Section III. Contact Person First Name: Last Name: Telephone#: E-mail: Section IV. Site Information *Name: Cedars Senior Living Facility -� *Street: Say Road (See note below) Additional Address(if any): *City, State and Zip Code: Queensbury, MY *County: Warren Region: (For DEC use only) Page 1 of 2 ti NOTE: If the activity lacks a street address,provide the latitude and longitude of the approximate center of the site and/or the nearest intersection of roadways: Longitude: 7 3, 39 , 32 ,W Latitude: 4 3 . 21 , 08 "N Haviland Road&Bay Road Nearest Intersection: A. Name of municipal storm sewer system(if any): ' Private(on-site only) Old Maids Brook B. Name of nearest waterway: C. If there are other State Pollutant Discharge Elimination System ("SPDES")permit(s)for this facility, indicate number(s): NY NY NY ------- ------- ------- *D. Enter the primary Standard Industrial Classification("SIC") code for the facility or check one of the following activity descriptions: ❑ SIC code: 1522 ❑ Hazardous waste treatment, storage or disposal facility, including those that are operating under interim status or a permit under subtitle C of RCRA [40 CFR 122.26(b)(14)(iv)]: ❑ Landfill,land application site,and open dump that receive or has received any industrial waste-, including those that are subject to regulation under subtitle D of RCRA [40 CFR 122.26(b)(14)(v)]. ❑ Steam electric power generating facility, including coal handling sites([40 CFR 122.26(b)(14)(vii)]. El Treatment works treatment domestic sewage or any other sewage sludge or wastewater treatment device or system,used in the storage,treatment,recycling, and reclamation of municipal or domestic sewage [40 CFR 122.26(b)(14)(ix)]. 0 Construction [40 CFR 122.26(b)(14)(x)].'Provide estimates for: 8/01/02 6/01/03 15 AC Start: Completion: Disturbed Acreage:- (mo/yr) (rrio/yr) Section V. Certification-I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete. "I am aware that there are significant penalties for submitting false information,including the possibility of find and imprisonment for knowing violations. *Printed Name: *Date: *Signature: Title/Position: El There are attachment(s) with additional comments and/or explanations. Page 2 of 2