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2008-515 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080515 Date Issued: Tuesday, March 16, 2010 This is to certify that work requested to be done as shown by Permit Number P20080515 has been completed. Location: 21 WILD TURKEY Ln Tax Map Number. 523400-239-015-0001-007-000-0000 Owner. THOMAS & PATRICIA PUTNAM Applicant: THOMAS & PATRICIA PUTNAM This structure may be occupied as a: Garage Attached By Order of Town Board Residential Addition TOWN OF QUEENSBURY Residential Alteration Issuance of this Certificate of Occupancy DOES NOT relieve the �J property owner of the responsibility for compliance with Site Plan, s� Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. Building Permit No.: 2008-515 \ APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUIPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at: 21 Wild Turkey Lane For the following use(s): Residential Addition, Residential Alteration & Garage i I uncllerstand that if a conditions that follow are not met before the expiration date the Jdepc)sit is forfeited. Sidnature of pplicant Date A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby [ APPROVED 0 DISAPPROVED with the following conditions: 1) Site Plan approval from engineer. FEE: $10.0 D P SIT: $100 RECEIVED ON: 7/6/09 7/6/09 Director of Building & Code Enforcement* Date of Issuance** *This Certificate is NOT VALID unless signed by the Director of Building &Code Enforcement or his designee **This TEMPORARY CERTIFICATE OF OCCUPANCY expires 30 days from the Date of Issuance TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080515 Application Number. A20080515 Tax Map No: 523400-239-015-0001-007-000-0000 Permission is hereby granted to: THOMAS &PATRICIA PUTNAM For property located at: 21 WILD TURKEY Ln 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: THOMAS &PATRICIA PUTNAM 21 WILD TURKEY Ln Garage Attached LAKE GEORGE, NY 12845-0000 Residential Addition Residential Alteration $500,000.00 Total Value $500,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-515 423 SQ FT RESIDENTIAL ADDITION& 852 SQ FT RESIDENTIAL ALTERATION, 216 SQ FT PORCHES (2) , &616 SQ FT GARAGE $219.16 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, October 16,2009 (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 Quee u rs y, October 16,2008 F SIGNED BY `"' for the Town of Queensbury. ury• Director of Building&Code Enforcement -.___. - ---------------------------- OFFICE USE ONLY r r r r -� / I TAX P N�.` � PERMIT NO. � r r FEES: PERMIT ECREATION ENGINEERING e (If applicable) ............................................. •-•_-............. r..............._.. _.. PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: 64 �G N I ' 1 OWNER: -� v ADDRESS: � � ADDRESS: f?URN( " , No Izorl GCH,-,1+A-0- Il� t z I p PHONE NOS. t Z 'g61M cyi PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:0ON SC VWAHO E: Z46-(3�SC�i LOCATION OF PROPERTY: IZ A SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z � L o d d w u~f'. PROJECT 0 J 0 O �: w O X _u Q z °¢ Q � � ° o � � o � w cn N W O u- u- a = Ors SINGLE FAMILY n 2 6,e t u kl( TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) ��}�r�N OTHER 106 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 1j9 600FUEL TYPE: HEAT TYPE) ki {- *HOW MANY FIREPLACE(S): — AND/OR WOODSTOVES(S): — ZONING CATEGORY: -U ARE THERE WETLANDS ON THIS SITE? �O IS THIS A HISTORIC SITE? KO PROPOSED USE OF BUILDING OR ADDITION: 0t44 *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury ■ Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete state me nt/d escri ptio n of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities rior to issuance of a certificate of occupancy. have rea s an agr to h above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) .................................................. Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. 00 Application: 00 , , , , i BUILDING & CODES APPROVAL ZONING APPROVAL o DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes cDgueensbury.net Office Use Only VISIT OUR WESSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensburyj • Community Development Office • 742 Bay Road, Queensburyj, NY 12804 -------------------- OFFICE USE ONLY PROJECT NAME: STAFF INITIALS: DATE: BUILDING PERMIT SUBMISSION CHECKLIST FOR: I----------------------------------- SINGLE FAMILY DWELLING ............................. .......... .................. ........... .......... ........... 1 Building Permit Application Completed? YES NO N /A ........... .... . -----------.............................................................................. ...................................................................-........... .............. ........................ ..................... ............ 2 9 Energy Form or CheckMate Energy Code Compliance . V/ let Forms Complete? (2-copies) .. ........ ........................................................ ................. .......... ............ ...................... . ....... ............... ................... 3. Energy Code Inspector's Report from Checkmate 1 i Program? (2-copies) ....................................................... ............. ....... ..... 1 4 Septic application completely filled out? __.._.._....-'-(if ......... (if ap plicable) ..................... ....... ..................................... ................ ........... 5. Electrical Inspection Form complete? ............ ......... ........ ........... ............ ........... ............................................. ---------- ................. .......... 6. Two (2) sets of the plans each of the following: YES NO N /A ........................... ................................ ---------- ........... ............... ................. a. Floor plans (s)? of ----------------- ............... ................................................................... ............----------------------- ............ ............. ............- .............................................. .......... b. Foundation plan? ...................................... ............ ................ .............. c. Cross sections (s)? .................. ..............---------- ............. ........... ......................... ............................................................................. ............ ............. d. Elevations? .. ..................... ........................ .......... ...................................................... ........... ....... ................ ............ .................. ............. ....................................... e. Window and door schedule? .................................. ......... ............. ....................... ........... ------ ------- ........... ............. ................................ .................................. .........................................7 f. Natural Light, Ventilation and Emergency Egress Requirements? .......... ......................................................................... ........ ... ........ ....... ............... g. Plans signed and sealed by registered architect or .......... ...........I..engineer?........ ........................................................................... ............................... . I .............................i Two (2) site plans showing location of the structure to be 7. 1 built, location of well or water lines, location of septic _.__.....:_._system..or line? .............. r s....... ............ .............................................................................. ........................... 8. Setbacks from property lines to new structure? 'life .. .. .............. ............ ....................... ...................... ............. ................................ ................ ..........................­­.. .................. ................. ....... Setbacks to neighboring wells and septic systems, 8. nsite well and septic systems (if applicable)? including o .....................- ............... III .......... ....... .......... ............................. .......................... 9. Driveway Permit? ............................ ................... ......... ............ .......................... Town of Queensbury - Community Development Office - 742 Bay Road, Qiwensbury, NY 12804 B 12-LTR 11-05 Check Y/N/N/A Residential Plan Review: One & Two Family Dwellings (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: indow Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade, 5.0 sq. ft. 4"(h)x 20"(w)min. 44"Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans oundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Fequired ce and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls atforms At Exterior Doors fairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise Winder Run and Rise Airal Not Allowed From 2d Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance all Width, 36"min. q�andrails More Than Four Risers On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. afety Glazing Notes For Required Areas arage Fire Separation C4/11arage Floor Sloped ttic Access R of over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level& Interconnected Soil Test Results, if required eptic To Well Or Water Line Separation �t All Paperwork Signed �b /....rrrrr.r..r..rr.r rrr rr.r.vrrr r.rrr...-......r.rr.rrrr.rr.. + OFFICE USE ONLY TAX MAP NO. PERMIT NO. ' PERMIT FEE______ 0 ; APPROVALS: ZONING TOWN CLERK ..rr.rrr.rrrrrrr._r.rr..r.....rrr...­­­-­­ APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT..--�— OWNER: l-LJ-�AM INSTALLER: ��A-Nl,�t� ADDRESS: ,�D3 ,ANT cam-r` '5cX l ilo ADDRESS: (4215 �� UILK LC-eo 'n N,( 1zl v7 1_. ,c�rc� -�.+� •-E 1��( 1Z8�`t'� PHONE NOS. Zit - 3 PHONE NOS. LOCATION OF INSTALLATION: W �- 1Ti��4C�=y L-.A 111P- -TP+x =-�:*Z-59'�� l \� RESIDENCE INFORMATION.. "YEAR BUILT „BEDROOMS OMS- i..x' COMPUTATION= ' ' = I TOTAL DAILY FLOW"'' "" ......... .....................................................................: GARBAGE GRINO R 1980 or older "" " -X 160 gallon per bedroom = INSTALLED? 1981 -1991..... .X.. 3 gallon per bedroom.....,...- SPA OR HOT TUB 1992-present x 110 gallon per bedroom. ,.l...s. r................ .... j INSTALLED?_ l�o I.-....-.....-........ ...........r...........,.......... .........,............I,..........,.............................................................. ..........}........... -1......,.. ..........................,...., PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT OLLING STEEP SLOPE %SLOPE SSOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: , AT WHAT DEPTH? `:A BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? Z NJ AIR-%AIV L F ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS---- FT. ) ✓ PERCOLATION TEST: RATE IS 22-IED . MEEMIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) Mtn vS/t'�-act RAA- a. co, 8-I c>n %"/wta. 1-A wx. ,Mv£. �c>L��lLIn PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systE Xs�e�gneVV7" a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub., ✓ SEPTIC TANK: l!. ! OGALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X-FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X Ai ✓ ALTERNATIVE SYSTEM: 10F1.L-re-A1-n 9. t LENGTH AND/OR SIZE ►��� is�.Tb� ,4-���'R-'PT-i oy►}� ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH c'E � & ' ,F (T,►fl��, ✓ GALLONS./TOTAL CAPACITY.,.-GAL. ................................................ ............................,..... ......... .............................,.,... j; NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 1........................................................................:...............:.........................:.......................:.............:............... . . . ... ..............................a......... ,.............................., .......,... .,............,..,........,.,................„............. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by,or on behalf of an applicant, shall be void I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codesaueensburv:net VISIT OUR WEBS►TE FOR MORE INFORMATION www:aueen bwry.n�et gnature of Person Responsible Date 1 Town of Queensbury - Community Development Office 742 Bay Road, Queensbury, NY 12804 5kl-L,)5 Queensmry Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: DA�0_am/pm Date Inspection re nest received: inspector's Initials: _ NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments: N A 4" Building Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall interior/Exterior Railings 34 inches to 38 inches Deck Bradn /Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to silt plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior priyn/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight -- Safety lain /Window in stairwells safebt glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 sq.ft:150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures ; Foundation insulation/Insulation Certification Floor truss,draft MMing finished basement 1,000 sq.ft. Emeraency egress below grade _ Gas Furnace shut-off within 30 feet or within line of site 110 Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodk underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garao fireproofing/%hour fire door/door closer Duct work Sealed propepy Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Are Fault i3reaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required LOkay to issue C i C or C 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection For ns\Residential Final inspection Fomi_revised_10D405.doc;Revised January 7,2008;Revised 6026/08 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheitn,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Pertnit No...: .......�. „�. .....Cert. N2 11110 Cut-in Card No..................................... Owner............... ...(L.f �hy // ................. ........,.//...............^^.............................................................. Location....1....... �.C .... "5.. 1....& ......... L l..............................�s ......... Installation Consisting of. .'...� ../ P..... c` PG1 v.............. . . . ........................................ ........................................................................................................ ....................................................d................................................................................................................................ Installed By.........� ..... A-k...............................................Lic.No................................................... ........... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of ak' g in ections at any time, and if its rules arreeJviolated,the Company shall have the right to r o e i cert' cate. Date....J..... �... ...1�................ INSPECTOR........ ............. .............................................!..................... Member N.RP.A._I_A.F..1. �t li•:✓014 III+.`'i�P1'1�OiON1�4 I�✓Q 44f If+i st#`!'•I�.i•! '=41i:•a f1`44✓�1 n r ♦.y ,e,.P.:.�S Si�. i /r� 1�\� ,5..�V A1S....� - .rf'l.IR�,1€4t4�t4'<l�,ttiH/4 yltk f4€it 4f I��4N4€1!H414.�f4441.f f44l4ii r.+✓,a 144yf+r'.�a e4lyt ...�s tN 1i•:.�e4 t'F71i'+:•�+ai�0•.•d Y4�i•..'':9 t�DOi.*.�+�^pi..•.e...y.••j.�.,;i'• ,\ �;€4 ,� }€1 #&;I€i1�R.ti tt:#�.i#€iY.�M:>:4tN til.fi,.ii 3+�1.,4;44i11 y..4f4ii.'I!f f44#1 �f'i i t ♦it41 O°�iitift 4•�.1 t4 r�.�ci4. 4: .:-. to 4.{ .yt4tts'� ,t+}t}a};... #€ a- :€€wr;; .,, € +„ ...}€}r: ..4ii.,, . riiis,.�� 4t'i}<i�..ii€it sR:4 4 �� fi+'' ♦Rf ft44�i .a.;,s• Y $4� .t th Yti h$h :'r +Y t�, ,,..$$¢k$!h 4 h hkt :r$$ $$<•�a;.}$hkY :$$$dY,�� $h$$k r%R;N k$kY-r :`dit�oi}$r<<��,€$t$}htf}$}4d ,'$i$}ht�ot}hW" `�t{$oN}h}N�t :r:, • .t',l ._ �,$t �f t� � �tt :r�'�f; ` +t t� �fi�ttr' ��.Its 't �t. ht;tt' ���� t�� t¢f+- tr►�t�� „tt��t �.ttM tt����, f fi+ tt�t�, �htt� `'t�t.� � 14151 " 'f} e a= g{ ELECTRICAL CERTIFICATE COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. �= > 176 DOE RUN ROAD, MANHEIM, PA 17545 fa TELEPHONE: (717) 664-2347 - : 4 New York Office: (585) 624-238�0 nsp. Date: 7/10/2009 Appl#: L09272 Premises of: PUTNAM as Address: 21 WILD TURKEY ROAD,QUEENSBURY NY County of. WARREN Permit f4f ♦� a� Installed by: EDWARD P. CARR JR. :n Apparatus: 2-1/3 HP SEWER PUMPS-120V C —� Inspected by: DONALD LOVELAND •,?ir rt The conditions following governed issuance of this certificate,and any certificate previously �< issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is Tadded;or within one year from the date of the certificate shall void the certificate in its entirely and the company shall not be liable for any damages whatsoever; %,\ This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the ' company shall not be liable for an damages resulting from an defect or fault in the plans or s -� P Y Y g g Y P specifica- tions, � tions,including repair,reconstruction,personal injury or for the death of any person;and '2oti' This certificate only covers visual inspection of wiring and does not cover manufacture or use of wiring. Z ,e\ Inspectors of this Company shall have the privilege of making inspections at any time,and if - its rules are violated,the Company shall have the right to revoke the certificate. �a'+ �:�� + .�c4 +t.,..� 4+ ���+ :� ��,, 4�1+' ,,..�E j¢ ,,�:. � ,,a¢+l�h , {1���� :,. � 3��4� : ; ��f4�,;.,: ► �+�;, � ��3111,1411" :•;rSC'.'-t O1S:. +5�. •S; ,.1,,. .iei•�.?�. .: :•:. w:..eo - _.ss+e:iii. s:ip�:s�c.ie .�.NA ep::..ifD.�.p.:.:4:.a�•.✓��;i:•f�•i�:'�'•I:i•.:�'!`.��•• _®1ti111! ,_. ��2,..I: �+✓ "� i-> =. 0 d ` ✓/^� �/;.44,.s .'.'! ,•SOS. •j✓ S L S .V 1�S � Septic Inspection Report Office No. (518) 761-8256 Date Ins ctio}}�GGuest received: Queensbury Building &Code Enforcement Arrive: fwam/p rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspectors Initials. s NAME: 'V` PERMIT NO.: �� 5 LOCATION: 60,1 INSPECT ON: `7 Afd RECHECK: Comments and/or diagram Soil Type: Sand Loam/ Clay -Typeof Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A 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 N End Cap Y N Inlet/Outlet Pipes &Baffles Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft Separation of Pits Conforms as per Plot Plan Y N Engineer Report and As-Built N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear Ss u • pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 7 � pli►��►►IIIII a F -' Ste. `y�Illlllllllll� ENVIRONMENTAL DESIGN PARTNERSHIP,LLP June 18, 2009 Town of Queensbury Community Development Department 742 Bay Road Queensbury,NY 12804 Attn: Craig Brown,Zoning Administrator Dave Hatin, Director of Buildings&Codes Re: Putnam Residence 21 Wild Turkey Lane Gentlemen: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans reviewed and approved by the Town as associated with the wastewater system application are as follows: Lands of Tom and Dusty Putnam 21 Wild Turkey Lane Town of Queensbury Tax Parcel 239.15-1-17 • Sheet S-2 Grading,Drainage& Wastewater Plan revised 7-18-08 • Sheet S-4 Wastewater System Design,Details&Notes revised 7-18-08 During the course of construction I was on the job site to observe key components of the system installation culminating with the `start-up'of the pump assembly and control panel system on June 11, 2009. Based on my inspection of the system start-up it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. A minor field change was made by.the contractor resulting in the use of a rectangular pump tank(1000 gallon) instead of the round tank shown on the design plan. I was notified of this change prior to the tank installation. Please contact me should you require any further information. Sincerely, Dennis MacElroy,PE Cc: Tom Putnam Don Schermerhorn 900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540 lA u`sole Queensbury Building & Code Enforcement - Resi ntial Final Inspection \�ffice No. (518)761-8256 Arrive: am/pm Depart: !, am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: � LOCATION: _ DATE: TYPE OF STRUCTURE`: � Comments: N 4' Building Number Address visible from road Chimney,Height I Vent/Direct Vent Location Fresh Air intake 01 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers r Guards at stairs decks tios more than 30 inches above grade Guard at stairwell at 34 inches or more oe Guard at deckporches 36 inches or more Handrail Termination at Newell Post or Wall interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade awav from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off Mpo2ed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen water fight ht Safety lzin /Window in stairwells safety glading Interior Smoke Detectors reV�l n noxt test Every level: Evo Outside every bedroom Inter Connected: V Batts backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 N.ft.-150 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Eme ency egress below arade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating r _ Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum"N_Gypsum Basement stairs dosed rise a 4 inches P� Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed propedy G� Gas Logs in Sealed or Glass Enclosure J Final Electrical ( ` Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Ploe Bonding T As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if r Okay to issue C I C or C i . ern ora ermanent L:1Buiidtng&Codes Formsl8uilding&Codesllnspec ion FormsiResidential Final Inspection Form_revised 100405.doc;Revised January 7,2008;Revised S26M Septic Inspection Report Office No. (518) 761-8256 Date Inspection*uest received: Queensbury Building &Code Enforcement Arrive: -�am/pm ,Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector s Initials: NAME: V t/t1*,'1-1 PERMIT NO.: LOCATION: U )Zk.4 — INSPECT ON: r. toy RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ ClayD� T of Water: Municipal/ Well Water L �t C�J Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Rn"e ("P r() Size: x Stone Size: �` r �K Piping Size Type Building to tank A) �� Tank to Distribution Box Distribution Box to Field / Pit Opening Sealed: Y N End Ca Y N Inlet/Outlet Pipes &Baffles _Y_N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built Y N fy4,� �-� �AP/,<oL/4L. Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear A&f- PCB-1✓� System Use Status: ---Approved fPartial Approved and needs to be re-inspected, please call the Building & Disapproved- Last revised 06/18/07 U\Building&Codes Forms-OLD\Building&Codes\Inspection Fonms\Septic Inspection Report.doc I ' Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: I 1 015 am/p, D�part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME:_ V .�;,� PERMIT ##: � / LOCATION: L,- , �, - � INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check ��/ � �41'— Tyvek or Similar Exterior Sealant Proper Vent, Attic Venty/�' Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated §paces Combustion Air Sup&for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 CORRECTenergy E N V I R O N M E N T S, I N C. To: Town of Queensbury E0 WE Building Department MAY 12 2009 T BUlLOF QUEENSBURY & CODES From: Correct Energy Environments, Inc. Authorized Demilec USA Spray Foam Insulation Contractor Date: May 11, 2009 Re: Insulation Specifications/ energy review Putman residence R=41 Roof/Attic System— 9" Sealection R=23 Exterior Walls- 3"+Heatlok R=36 Rim area—8" Sealection R=13 Basement/Crawl space Walls- Heatlok A' 0 VI Foundation Insp on Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart'- , am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials.,�A . ' NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers E 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 Footing Dowels or Keyway in place loun-Tation Dampproofm2 Fo mg 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. L:\Building&Codes Forms\Building&Codes\Inspection Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (2- Rough Plumbing Insulation In ectlon Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ .Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: 4�Ihvll- PERMIT #: � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbin /Nail Plates Piumbin Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chan a of direction ,L� Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head , 15 minutes ° S� �� P�nsulation/R idential Check/Commercial Check /Aj T ek or S' 'ar Exterior Sealant L(v lq�' ro r Vent, Attic Vent k Door/Window Sealed No Insulation c� Duct/Hot Water Piping Insulation If required unheated joaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 16,2006, revised January 7,2008 z�� (Tilde Fra ing / gires"Fopping Ins ' n Report Office No. (518)761-8256 Date In ' n request received: Queensbury Building &Code Enforcement Arrive: am/"Part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspe or's initials. NAME: PERMIT LOCATION: INSPECT ON: — TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing W f jo Attic Access 220 x 3W minimum ����@ 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour 4 hour irestopping � /� 1 lle ion sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forrns-OLD1BuiWing&CodesWispection FormsTraming Frestoppft Inspection Report.doc Revised January 7,2008 WuriRou h Plum in / Insulation ns 6tion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: ' _- am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: O 1 INSPECT ON: TYPE OF STRUCTURE: ��� 4 F Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Vi inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping ,,,-kAir/Head -50 S. fo 15 minutes s '� Insulation 1 esidential Check/Commercial Check T imilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: �U 1•.� )c Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspec tigWrequest received: 3 /(O 405 Queensbury Building&Code Enforcement Arrive: am/_ part: I am/pm 742 Bay Road, Queensbury, NY 12804 ins is I nitiali NAME: PERMIT#: LOCATION: INSPECT ON: TYPk OF STRUCTURE: Y N e WA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed property 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 i4 w 16 gauge 8 16D naas each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center d 24 inches from wall r ration 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping ,�/r ��, b Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X CeilingNmll Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (V1i) 5.7 sf above/below grade 5.0 sf grade LABuiici ft&Codes Foms-OMWifding&CodesNnspedjon FomisTrerning Fvestoppft inspection ReporLdoc Revised January 7,2WO c� —qyy—" Rough Plumbing / Insulation Insp ction Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart:, am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _Gv NAME: PERMIT #: LOCATION: TYPE OF STRUCTUR 4 LinAdli� 4 , dam_ Y j I N N/A �8ough Plumb' ates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/ Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection ecei ( 1 Queensbury Building &Code Enforcement Arrive: r�` rt: 742 Bay Road, Queensbury, NY 12804 Inspector's [nitia s NAME: V PERMIT#: LOCATION: tLJ s INSPECT ON: U TYPE OF STRUCTURE: " o- Framing Y N NIA COMMENTS: Attic Access 22'x 30' minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naus each side Draft stopping 1,000 sq. ft floor trusses `a� Anchor Bolts 6 ft. or less on center �. ce a water shield 24 i s fr ire 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 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. W 5.7 sf above/below grade 5.0 sf grade LABuitding&Codes Forms-=V3u11dN&CodesUnspedion Foi w\Fmninp Firestopping Inspection Reportdoc Revived January 7,2008 A 2 - (3 Cc, Foundation Inspection Report Office No.(518)761-8256 Date Inspectio. �uest received: Queensbury Building&Code Enforcement Arrive: '2-- p�: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector —'s Initials: =- 71 NAME: I PERMIT#: , LOCATION: L� L INSPECT ON: �—Z`Z TYPE OF STRUCTURR- 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width f. 6 inches above footing Amil for wet areas under slab Backfill A roval-ftmbi 1 mg Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspecdon Forms\Foundation Inspection ReporLdoc Last printed 12/20/2005 9:24:00 AM /- ,3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart.- -- am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 17-11� -- i e I NAME: -pdK04 PERMIT#:Y / LOCATION: leA INSPECT ON: O-- TYPE OF STRUCTURE: ° 'u Commenb Y N N/A Footings Piers Monolithic Slabt; -t-'r-v��' 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 Z •% � `�-- Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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. L:\Building&Codes Forms\Buiiding&Codes\inspection Forms\Foundation Inspecction Report-doc Last printed 12/20/2005 9:24:00 AM Septic Inspection Report Office No. (518) 761-8256 Date Ins request received: Queensbury Building &Code Enforcement Arrive: am/ 1 epa am/pm 742 Bay Rd., Queensbury, NY 12804 Inspect 's Initials: _ NAME: PERMIT NO.: l� j5 LOCATION: tAlLb INSPECT 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. Other wells: ft. Well Casing Length 50' + - Y N N/A 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 T Building to tank Tank to Distribution Box - > t1 Distribution Box to Field/ Pit Opening Sealed: Y N End Ca Y= N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N � ` / Engineer Report and As-Built Y N � Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Use S�tus: pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 U\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: � , �am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: . PERMIT#: 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 Footing Dowels or Keyway in place Fo Foundation 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. L:\Building&Codes Forms\Buiiding&Codes\Inspecdon Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM SL - Ic Foundation Inspection Report Pe Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p T Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: It NAME: PERMIT 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 cons Materi or s ' se on site. Foundati /Wallpour J I Reinforcemen ' Footing Dowels or Keyway in place X Foundation Dampproofmg -�-- Foundation 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. L:\Building&Codes Foam\Buildiing&Codes\Inspection Fonms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: /7 � Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: • N PERMIT#: L�Ak!ONN : 1J, la Z-Ile ' INSPECT ON: TYPE OF STRUCTURE: ' COMP a" Y N N/A ootings 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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$. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM l LA REScheck Software Version 4.1.3 NJCompliance Certificate Project Title: PLAN NO. 040808 t/ � Report Date:09/22/08 f ,: cc Data filename: D:\RES-CHECK\040808 PUTNAM-21 WILD TURKEY LANE,QUEENSBURY.rck ,; w Energy Code: 2007 New York Energy Conservation >� Construction Code Location: Warren County,New York N Construction Type: Detached 1 or 2 Family q�Z � Heating Type: Non-Electric V Glazing Area Percentage: 27% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 21 WILD TURKEY LANE TOM&DUSTY PUTNAM DANIEL WILLIAMS QUEENSBURY,NY 12804 384 NORTH GRAND STREET WILLIAMS&WILLIAMS DESIGNERS PO BOX 310 509 GLEN STREET COBLESKILL,NY 12043 GLENS FALLS,NY 12801 518-798-4687 Compliance: Compliance:11.4%Better Than Code Maximum UA:615 Your UA:545 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 677 38.0 0.0 18 Ceiling 2:Flat Ceiling or Scissor Truss 2148 38.0 0.0 63 Skylight 1:Wood Frame:Double Pane with Low-E 32 0.500 16 Wall 1:Wood Frame, 16"o.c. 698 27.0 0.0 25 Window 1:Wood Frame:Double Pane with Low-E 111 0.300 33 Door 1:Glass 40 0.320 13 Door 2:Glass 34 0.320 11 Door 3:Glass 20 0.320 6 Wall 2:Wood Frame, 16"o.c. 2192 18.0 0.0 99 Window 2:Wood Frame:Double Pane with Low-E 348 0.300 104 Door 4:Glass 60 0.320 19 Door 5:Glass 60 0.320 19 Door 6:Glass 60 0.320 19 Door 7:Glass 60 0.320 19 Basement Wall 1:Solid Concrete or Masonry 1563 0.0 15.0 81 Wall height:5.0' Depth below grade:4.0' Insulation depth:5.0' Furnace 1:Forced Hot Air92 AFUE Furnace 2:Forced Hot Air92 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to me t the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional hasghVped an ig ed this page,they are attesting that to the best of his/her knowledge,belief,and rofessional judgment,s ch plans or spe fi ar i p ian with this Code. -ZZ Name-Title Si. re Dat Project Title: PLAN NO. 040808 Report date: 09/22/08 Data filename:D:\RES-CHECK\040808 PUTNAM-21 WILD TURKEY LANE,QUEENSBURY.rck Page 1 of 5 REScheck Software Version 4.1.3 Inspection Checklist Date:09/22/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-27.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-18.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,5.0'ht/4.0'bg/5.0'insul,R-15.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.500 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.320 Comments: ❑ Door 2:Glass,U-factor:0.320 Comments: ❑ Door 3:Glass,U-factor:0.320 Comments: ❑ Door 4:Glass,U-factor:0.320 Comments: ❑ Door 5:Glass,U-factor:0.320 Comments: ❑ Door 6:Glass,U-factor:0.320 Project Title: PLAN NO. 040808 Report date: 09/22/08 Data filename: D:\RES-CHECK\040808 PUTNAM-21 WILD TURKEY LANE,QUEENSBURY.rck Page 2 of 5 Comments: ❑ Door 7:Glass,U-factor:0.320 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 AFUE or higher Make and Model Number: ❑ Furnace 2:Forced Hot Air:92 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-6. ❑ Supply ducts in unconditioned spaces are insulated to at least R-11. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 18113. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title: PLAN NO. 040808 Report date:09/22/08 Data filename:D:\RES-CHECK\040808 PUTNAM-21 WILD TURKEY LANE,QUEENSBURY.rck Page 3 of 5 Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: PLAN NO. 040808 Report date:09/22/08 Data filename:D:1RES-CHECK1040808 PUTNAM-21 WILD TURKEY LANE,QUEENSBURY.rck Page 4 of 5 • Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature( F) Up to 1" Up to 1,25" 1.5"to 2.0" Over 2" ° 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: PLAN NO. 040808 Report date: 09122108 Data filename:D:\RES-CHECK\040808 PUTNAM-21 WILD TURKEY LANE,QUEENSBURY.rck Page 5 of 5 Ir M AIAP REFERENCE. LEGEND: L 140 .............i:-' 0 r believe I saw evidence of, 00 I have seen or observed, o CQ 2 ects such as houses, wells,trees,fences, etc., > all obi OE IV,;i�,ON shown o C\2 Iso represent that I have I n this document. I a personally measur ed the distances set forth on the diagram." C\2 0� A z 0.W. ;Jf7 #iLATE I16 nj N Z LANDS NIF OF NATURE E-4 aj REPORTED SEPTIC TANK LOCATION.i:::::;j: 390 Z DISPERSAL FIELD UNCERTAIN. KASSELMAN W .39: �D > PROP,4N. 9 C'. 0 96 N It .382_ 30...1AIVK 387 313 3-1,1 3-15 316 311 . 3130 361 U3 T, In n F) W) - "- -:,::: - -.I] ......­- ---- ---3070 ... .. .. .... . ..... ................... .. QMq..... .............. ....... z ..........U .............. z I UNE. . . . . . .PILLAR;4z,�; 38 7 6 DRI VE .......... W j Ew Q>\ IN ...... .7 Z9 N I & ej REA=fS TOR y . . . . .fDO 'IRA4fE UUSE IOR z W SITE LOCATION MAP ----------- tV L J95 0 J. -±ACR fUj L SCALE: 1' 2,000� f APPRO)CIA,A TE- Q,LOCA 17 ail fW V LAKE z �TE;P�TAKE---------------- �D Lo z DOCK........ >_4 Z cr)0 C\2 .......... �D -—-------..........%2--------- —----- �D Cr Z W Z . .......... V) E-4 DOCK C,2 SCAft ....... 10 W 0.54 360 0 19 z z 47- LANDS NIF OF 0 z CA? Em-i E-I E-I N L14KE IN R I NG LL 'NO 0\C1................. ..............GEORGE BENCHMARK. C SITE STASTICS: h1v e�.............. Li E 4 0 WR-3A ZONING: crvy REPORTED SEPTIC TANK LOCATION. __j DISPERSAL FIELD UNCERTAIN.LOT SIZE: 1 .01 ACRES LOT WIDTH: <150 EXIS LOT REQUIREMENTS: jLN Q SETBACKS:'13 H 0 R E L I N E 75' 29.3' 42' LIJ FRONT 30' 287.9' 260' SIDE 20' 1 3.9' 1 3.9'SIDE 20' 29.0' 21.3' U) REAR 20' NA NA 65% 84.1 % 82.3% BUILDING HEIGHT 28' 20'—1 0" 21*—59* FLOOR AREA RATIO 22% 5.6% 8.1% REFER TO SHEET S-2 THROUGH S-5 FOR PROPOSED RETAINING WALL WATER SUPPLY: LAKE WATER INTAKE DETAILS OF THE (GRAVITY BLOCK WALL) TO LANDS NIF OF WASTEWATER: PROPOSED ON—SITE REPLACEMENT STORMWATER RETAIN FILL AREA OF 390 SYSTEM USING ADVANCED MANAGEMENT SYSTEM DISPERSAL FIELD KASSELMAN 391 N N C ev TREATMENT TECHNOLOGY TANK It 130 _ -361 ...7t .. ..... .......--------------NECESSARY PERMITS: 3-71 . ....307-06' %D �D kD W J3 LID q)U) Ln U) 1z .... ..0 .....TOWN OF QU ...........---------- U�p .. . .....: SITE PLAN REVIEW ..........SEWAGE DISPOSAL PERMIT LL. :STONE T (MINOR) ------------- 0 ASPHAI STORMWATER MANAGEMEN: BUILDING PERMIT 7- %3 B7 66$DRI VE Ix............NNING BOARD PT#1 ............PRE—EXISTING NONCONFORMING . . . . . . .t 6W NP 10 N 0 -354.I5 W ......... 0 TW AREA —WHIN CRAA ISPACE 3199-1�+_ -SQ.,F,,T,,.,,l SQIL5 TESTING: .5'TORY OO FRAI14E wo"Ous" fn IN ADDITION TO THE 'TRENCHING' OR . .COMPLETED IN ±A CRES, 40. LIP TEWATER SYSTEM (SEE -,yy9.1 _7 N 0 TE THIS SHEET) SOILS INVESTIGATION WAS COMPLETED IN THE IA�P .341 INFILTRATION DEVICES. BOTH TP#1 AREA OF THE STORMWATER . . I - k--j L OCA, A E A A*U -191, 347.0 F 2' OF A AND TP#2 CONSISTED 0 940. .......... ax 5�DOCK LOAMY SAND TO A 3' DEPTH OF A'BONEY' SANDY SILT WITH NO EVIDENCE .0;PRO0 &WX OF GROUNDWATER. PRELIMINARY PERC IA -5490 .......WAR 1 7— —------. . . ... ....AGE A 6"TESTS IN THIS SOIL RESULTED IN IT 12 2 DROP IN A 10 MINUTE TIME PERIOD. F----------- P 0 0 M DOCK------ 360-b4'29_3 2 '149PIE ,SE*TR 01 NA4 10 In SITE' PLAN APPLICATION NO. SP 27-2008 47-j DATE OF APPROVAL AUGUST 19, 2008 LANDS NIF OF CONDITIONS OF APPROVAL Ica TEST PIT EXCAVATION (ON APRIL 17, 2008)51,LAKE 1. AREAS OF DISTURBED SOIL LEFT DEVOID OF GROWWNG VEGETATION FOR MORE THEN 24 HOURS, WILL BE COVERED RE�TAWING WAL&W TO SILTY LOAM FROM iWTH AN APPROPRIATE DEVICE 21" TO 45" IN DEPTH. BELOW THIS LAYER OF Vr)--------------------------------------------------- PROPOSED WASTERWATER EVIDENCE OF GROUND WATER WAS FOUND. A GEORGE NATIVE SOIL IS LEDGE. NO OBSERVATION OR BENCHMARK: ABSORPTION FIELD AREA WITH OF.......... SYSTEM TO BE SUPPLEMENTED NTH 2 4 PURAFLO BIOFILTRATION h. f 4 FILL SOILS BELOW BASE OF DISPERSAL FIELD. �Vo Z T-- 0 UNITS OVER A DISPERSAL LLJ 10 FIELD OF 489 S.F. (MIN.) �)F V"I N 4 SCREEN PORCH 119 q III: REFER TO SHEET S-2. S-3 PROPOSED 1500 GAL. LLI SEPTIC TANK SE V)2 II ;H-W PROPOSED IMPROVEMENTS E�1L;Cx.?'�'C­\` LA .FORCE MAIN TO PUMP ASSEMBLY DISPERSAL FIELD V) op rf Nu.T 0P TH ZONING ADMINISTRATOR DA TE SEA" SHA:.'- 4 00 � O 00 > N WCQ CQ Z � 0- � � a all eo N F �F z � - �,,LAI�IDS > NOR1H AS PER MAP O � I� KASSELMAN U _ t� REFERENCE Ala, 1 "�� � Z � H CATCH BASIN REMOVE ASPHALT AND 0 C w �/ tt� Z SEDIMENT BARRIER REPLACE WITH iii 5 AS PER DETAIL SHALLOW GRASS ten/ SILT FENCE BARRIER (SHEET S-5) SWALE• AS PER DETAIL Z �O (SHEET S-5) N � � o (o PROPANE � 1 � Ln `n n n N r� q- to C0 N n N N cv N N N N N N � � � � r�j � � � (� TANK o �38 "7E ` \i �n a � � � � � ova zw P 7 f -- �, x _ , I � C s TONE PILLAR1 a I [� i 1 1 i , W _ C O L I 1 i I o 1 , � i a - - - A SPHA L r >4 r+ JN � DRI VE Cl -+- ` Ul lu PIL L A R ! '� J Z W Z I r F SWALLOW 'CATCH ' W 1 i J 1 BASIN w I I I o A0 � oW FOYER COVERED t , 1 a c _ I ? I Zo Z { Qr I m PORC i j I r, 0 j I b I I W ^� REPLA E EXI NG � [-I W W H i z rh W �- i 1 EVER EENS D AI E4 Q Z > i NEW GRAD F is — 1 ~ I I I v NE E R-KEN? 0 I �� i OR RJPLAC J I i t 1 l STORY Y ' I � WOOD FRAMEHOUSE I 1 Lu \ ' , ? � I i FF=339. 15 V \ � { J j � I % ;' ; i i I � A APPROXIMA TE LOCATION OF LAKE a1 WATER IN TAKE I { { I 'i O �'� X t :;, X I 1 340. VERED 341 ,0 i i 1 I 1 j ' 2 5 P �1 C H I ii / PROOOSED {, 11 Q I i {, { 1j � � OAR DOCK I � ; �' ! 1 1 G RAGE �,, Of FILE 81 X 22 { { SE'I Ci, 0 ' t \ z1 Z Q ' l 2 r-- I �2 I t o 1 w I PR POSED { W C DI TI ONE I ❑ C E N 1 2 X 2 4., j j 1 cq 1 / i I HDPE / �O mu DOCK _ -� .�Dc f+ -OF +� r� 47—,3 (p -5 I , 55� � 6 (b O l\f) S CATCH BASIN SEDIMENT BARRIER i L ,AAS PER DETAIL -- SHEET S-5) C/l�A�--L ( 1 _ - REA�NINC ^ �, o BENCHMA�K* NAIL IN NM 47-3 F OF �N ,"� �r� ELEV. =347. 40 ^ GE + I.P.F,., E 0 F LANDS I 0) CO MA C E r 3�8 PLANTING BERM W/ (9) WHITE PINE/HEMLOCK, 5-6' HEIGHT, OR EQUAL O EN TS � _ _ � AREA OF DISTURBANCE (4,300 SF)* Z IMPROVEMENTS � I PROPOSED *AREA OF DISTURBANCE IS COMPUTED BASED w NOTES AND DETAILS ON EROSION ON THE WORK RELATED TO THE BUILDING LLJ SHEET S-5 FOR IMPROVEMENTS. THE AREA ASSOCIATED WITH U " _ NOTE: REFER TO THE WASTEWATER SYSTEM AND THE � AND SEDIMENT CONTROL. STORMWATER MANAGEMENT SYSTEM (n It IS NOT INCLUDED AS PART CONDITIONS OF APPROVAL OF THE COMPUTATIONS ON FOR MORE THEN F HOURS, WILL BE COVERED AREAS OFDISTURBED SOIL LEFT DEVOID OF GROWNN VEGE WTH APPROPRIATE DEVICE WITH AN O 2005 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED AL7ERATION OR ADDO, 1209 THIS MAP fS A VIOLATION 0` SYOORKSTATE SUBDIVISION E OF THE NEW DUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED MTH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A I - . 00 . REELACEMENT WASTEWATER SYSTEM: BASIS OF DESIGN PUMP STATION DESIGN-/I NSTALLATION NOTES DISPOSAL FIELD DESIGN ZINSTALLATION NOTES 0 - 1: 0 OF Si G N I ,,,�.: I Ir _:� : , I t >.4 CV �, . . .�_ .,;,.,.,:,::( -1 - :, it : f I - ')"-; C_ -.1-p -I H,� ,-;: T. I tm­_ T',- I - - , ­-, ,. ­�A 1;ON WASTEWATER SYSTEM MAINTENANCE RECOMMENDA-riONS _�: :,I;� I . I : I p,R.-,( 1_,', - - STATE- REC1JL.AT:ONS At�,, ANY PURAFFLO ; FLAT17', R'--C:-jI..-,-,T1 o N S -11,F. �- , G I IS I-II(Pi"ALL'Y R`L:.'.(31..I:_.AIED I::-.'P0I,,1 A 11­6-N'i_RO[__ PAIJEL MTH I' "" .,,. A-MMABI-E -li-ME.P. :__l`,­0j I � I t" :� I �,, �'ROJD__,- �`E5­I­RIi::'-,';ON: �H'C-m EX:'�'�T;NG V;,,'A-3,TF`0-,`,A7�:R " ,-� T E N! �,�: ,V j'N,,,_-,, , __ P::-NAI,--?-I R`SID��NIF ON '*iLr? -';I L-?.'K Ey . DC'SIN% I I- 1, 1 .1 . I.: - .: 0-:1AL AN, . I . M: I ,T '- . . I _� 1..�; - R" 11 f .N� THIS 7"LAN . . . I I. R: : ::.:.� ::. . - , - ERJA!N CON`- ,lJRA 11 , I - ; . . I :iAi 1- I -;ft ER - I _r FL -.- _AN IE INI -;Hl-- TO'A'N 0'F Q1j EENSE�111't,-.Y IS 4C-1- Y'- ' S :� Al '_ IIND Cj�r U �N A'I E., CU T-0i"F ROAT SW!"RCH AND i�-IGH WATE:_R ALARNI. ,-',Fj,SF I�-,;�----� . - I I-— � : . I : I r I I :_. s : 1 I I - C)RO)P OSF.7� A ME'vik" RIEPLAC, 11,,1E'NT -.',A-TFiA'A,'r:IPk Q.-I(S-TEV.. iir: ,-1FR.V1_ Ti-IF P,F" 1i­;FNl-I:_ ON �HE �ROPFRTY� �N AN 1,!IA�N-1 [--NA:tI',,-,E OF ­F:--4i7 C,NS:TIE WASTEWATER ,--:�,Y'1--:­: :EM M...L.. �- CV r . - ..If I I.,�... - � . -It S(,1H/ ...13. I-- .I- . - � . I - I V I .1 ... 41::� - _n.f EFFLILIENT Ff"R 'L _\-_,'� ;',,,-,I IHE ;\;,1�jjVI­ OVI-p .�-\­E. T I�-_ . . 7 I a I I . - I .- - -,-,-! L I17 N T . . U 7 it - �1. -_-�:,,, 'i !--. q � ... . - I . . IA:, - -N- I . . � - -I _' -T"N::-,,'1 N` ,0:F TI­i E . S_T- M W N - I. I '. . ­_ . I 11 ." - rt- I I 1---V F.35 A, ,' I-I N D;E RS �_-� Sy � I -, ! ) I . . ­Lj ..*\� I -E I I T, FF ,',%AI!T1CtH SI-110: LD ENS;U11RE `-'A F --iE P:.:l,,,1P RIEMA:!NIS CO'vEREF, ,it�,1 2. TH'I-E !,,1.::N::l,,1iJMI �,./-1`_Ti!-,A;__ !.3rr-PA'RATION I'_'2:�T,'V1"E (,,,,/,_,�D� P'[-:-T.W F-N _­E 'PAD/T-RENCH: BOTTC,�,ll ,AND : I... .�; i�Cpll -I kD :"r','-'V::D E A V,'I;R E L-.,::G�­., 1F,:7-A.I� , . 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ID-4 %JF S T-0 N F IN T-RiTNrIlHES I'S 10 I I- ., __, j;p I E S 1 G.N" STANDARDS� NEIN YORK S I A.11- ..1;'1__-P. AR�_:MEi,­ .)�:' HE.Ai-TH �10NYCRR APPENDIX. 75,-A�, WAF,,.,. I.q. iz�YS-r;--kil I-- I �i�.:.� I I I- �:) . . I t' I V. I . . ; - Cil 11 R*V E. I T !S NFrESSARY TO D F',,E L OP A N A.P'P r- O/it M_^T E SYS-1Et,.4 (-1I.JRVF7 1 IN 0,I-'I'Ei­,, --:,,- - - I -- . t i: E I c-' R E f-ii i I -L­ ",N S:­ W A S_T'i T E R S Y'S T E M rI'()N S I S-1 S OF TI­1E FO'LLOWING: . ,,_:.:_� .- I... 1\,. I- .) N(_:HPS_, ANE'l P E 11R�z Ol-,'P, ;E[7) I:);;:) - no P% x I m:�',I .1 -�.. I __ P U -) P: ,-I 1,:� .:. " . 1-1 ,. - . I . _1 �t�l.. fHAI' `P ` ' `1 t: - I- T'M IS :H c. 1:I;- r, - ­ . .... . . I . -, -UAi "HIGIUSEHOL".) sy , :� .. I I.', ,RAFL-� 3;(_';,':_TRA­cN . I E `:,:":E' AN'[':Cl::';- ' _`�' TE. _Il _Ir.','WN TEST SHOU: D S:' F"!0 N i E I N T* _1% . - I I _. I I 0 M n . I—/"\ 11- . I I" .il- [ I �_ I 7- . _.. .1- I... I I_ :_._ I :- I . . I L ­L. 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J�,:Lf�4 -,�:I i-'lui L D BE I,: � Q.q E to : - ­11[ .11; � I . : - , ,- � I ;�A rlm'�j.-�,�_1:I I N'" /"',�-, f��t:i` (_"�7�,. '::�,' _' - .i. 100 . : � - ­ : _N­ :_ - � _:I�_ ­1 r I - I - I I ; . I I " ; y . , - 9 4. TH E D()S;N'_` 'I.i10LIJN,1E:__ SHOULD BE AlIF"PR OXI M A I E L Y �­. -1 0 I f. C31IJ L fD N S, F-E­P M,DDULE :P EiR C "­�-LE. �,A,Dts I �,',`,t,'_, -_: - "; ::,/ :J: -, DE I,E.--,'::)LEN'I:(_'I--1 ,�,�','. 11 O �HE HYD. AUJ ]" �.., ` ::�� . DUPLE,X f" _1% -'-- , _S vi _ - z �­I:,: . " � * P U M; A'� ' "it r�- I -4.,; 4�s E t, 6 - R P 0 S" ;;I 1 I- r',-:�' TI.I R I�: .. ! ; 9 . r I � I . -, , I 1 z19 'FOR EXANIPLE, A 2 HOU'R DOS::NG INTERVAL FC_',R A '60 1 " .- ­ LI ,. -,:��--� E D, E -,PC--: ­ I I Esa!L= �`�'Yyy P,P_,I'E: PASEI.) �U�N1, P. �Y.';:­IR ,'-'; ;3,_,.-),'R­K)��A ,C:'.",�I I I A.-N-D N`Y�`, D(111:-� SlAiN.11."ARDS i:f I cc ,ir 92 - ___ - : E�Y�z_TEI`011- WO:_:1_`­ 1-11'A D::FE N T. L C)N C, N AR.-�0`�'V' FA D S .A,R� STF"ONGL�. , :�O! M E N" I-S !i I 'Y FOR FILL SYSTEMS. 11 - I - , I - - I- . - ­ - .It EE-M 0 D;J L E_ -I­ R m,o:-)-:,.j1: F I . I 1 ­ .11 _V ;:,,:1- , I mr-� I Im",.:...t, "'I", I I I It . i.nN�. I ,A1. - V ..: ,.I I:I" L)IU li"D I...I,---\" I ..-. S-v':H� F!XTURITS 0 110 (-.Al.t _� PER Dot'Y PFFR -F it-I R-,-,,0,ki, -I H:r AV-RAGE I)A:- I . I I . A.0;NS PER DIIOSE. T"It_ F-.cuAT,Fs* -:,-',.,, 1-0 GALLC)NS PIE 0 r I;": I I,).­, ­­­-;-­__[ ­ I I -T-i.,j ''T': ­� -%: I WATFP .. . II ' F':.,,'_,'iiit (;4:'FlF" IS 440 RESi"I..T. IN 1:2 DiCtSES A T 3;',- ', W I.. . It �, _,l! I .\ I I I' . . I— I ��:­ ag in z - : I I- 7 E ' _r­,1- R - I I".4 I'-� " 0 5F.,� D.1',_3 Cl-1 A R C-E ('Al LONS. ,AL- F i X T I-IR.E IS W!1 H'IN I HE 1­`ESii_',l­­NCi HAVE opc:[ C P.,A N G E D '�,­; '4ATIER SAV 3;NG ;r':XT U R'E IS. N',0; GAI'BAG'P PIE R D O'S,-E, C I � ./I I— �_ , ) I.,` r 04 : . - . - . I . . : I I I I-) . I - I_ :113,_-� , I I- '% S- . !I. I I : . I I I - L_: w I 1: P, - I I ING I OR i"Ar EltPERSAL SY`S7[I`AS. I.... . - 5. I;--- T::E FOR-- IMAIN IF, SET UP TO, D;_',�,Jll I . . - __1,i -0 . .1 �;; : _� r- I- I ", !_� I I . . I T *-* I I . . �;. C-NI D '_'." I7Z' I S A LL 'S"FrDNE: 'vll: S F BE CO"I"PED '00 ;H I 1: T!"' '�' ­­­ 0 PEAT `­I F3 F.FR -I-11L T 7 Ti I-,*--N T R E " T�,,,`IE N T li N; - S X - , ; p. ­ I_­ ' I � t � -1, I F __HIN TH -- _! ,YS T*F..k� __I 7.R F A B R i(_ OL. II-CCEP"I ABLE . 1-1 - . I W; . I­ I _ -L A' :-El:-'NA*T!V;: PF'k-1 :0 BAC'�'F;L; F3:: ,"e A _11SPOSA­ OR H;O� TUB _-_X!STS I. ;; :.E ,­S:iDFN(F I- ­ � I I ::N B I- _-ICK VOLIIJ-�,,',F SI-10; 'I I- -_-i E - - I - D Al­�-7.i­ll­ . - IF:E L D -. � - .. L, I A'.-K, THE ir'RA 1:N I­3 A . % . . -I .1 TORED IN_!_"` . "_.) F 0 (�IIFR A"I"E:--- IF ,' LF I I 9) . -1 ­__­ R F�Ti O'N . .__ ­ � :?- f-3 El T I 11 TA� I&: THE R-Er4'UIRED CA.� AC;TY FOR A� POUR BE0iROO!,,1 PLOIAIR401` IS 1 250 GAI LONS. T. E RE'OMMENDED F`A(" 0 T H E' -.'--)0 S I NG ;".'Al , ? 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HE' SEF"TIC'N _IANX ',1v'i_T:_H: PUf,,1P:N`G F,':----C,0'!`,A.M E N D E D 0 N A 2") lr_`1,IIT1*PL'1fl1__ES OR EQUAL AND AN ;�FFLUEN_f_ FlIDE-0 ,Af 'HE __11SCHARGE OIj!'I_:_­:', THIS CAPACITY DOES NOT I N C UU-1-r"E : - -1 ,,,::k I�- , ­ L �� I" -,kL� (-A: I- I I I . 1 . �m 0 I ­ - I 1- _T % . I � � : �. ; I I I I .T.; I`�' I FF! I !;- N ... F I------E,"I , - - I— - I - i.c. ­. I %� S: . r.� ;;jr ) - "I' E - * - - - .- I . I :_L- u - :._ I TR'ENCHP-1��. ­�7 r *,�ND,,,, , :e� r,,I�.i:: p ., I OR A HoT *FuI3/,:P' ADDITIONAL OAPACiTY "A':I I B E ;-H;-:. `,_)I:-,AVV DOWN .SHOLIL�D E01.1ATE IO APPROX:1,11tIATEL .. j_0INS -< N,",",)DI, � _S - FIL:� ': __A V:; , ,3., , � _� (N ji: -kDVISv j � D/ D. P, :L: I � J,� 1 : I. , FIE' ILI' ID� -.L�, !,ii I ;I - C c�'.�,�,;...ia, TL ;- T iiE t jS E 0� A rw,nti_e,BAt . W � - I - I_ - I- __ ) ,_111,­: :� k. A II,1INJAUM, OF C I�;CH E, O F - STO N--. �- -D AND/CR I it I F-4 cc C4 - - ­ . -L 'D -1, YEA R BA'-!Q­ I 1-1 I 1. .. I— . � - I' I � I%_._r-. 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THE :_�%�­;i 1. !j S,1_-I� F O R F 1 L L ,;,I i A: !, F.�,,- -N;��I IL L-G P A I'D E D :-Ct A�,I'7 S A N-*.-.' O R "A"E: :L-- 0 NOTTO, SCALE i-",NK '10 BE 15UO GALLUN r�PACED ;._OAIVI�,I SAJNID� GRAVI-l' �_ :141.1 o`I. kl:N1�,liu:M OF %­ I - ,".%:-- �L_,:I AND SpH`,r­_;:I.JD, ','-.,'--JiN' IN PRECAST l_,)N`1i7TF m , __ I : ) i �_:: I - I -I 0 - .. C.'0N:'A;NiNG M -R'-AN;(' E,D.C.3 R I S ':-',,A,'Ft.V P E R l'ENT �42 %, .11,17 s:i-Ts CIL-- 11-1-AYS . ­ .1�11 I- 7:. . -- I . I . ' , - _CT I:. F:� :1 I . OR NO �('%LID 0183J" . LARGER T.HAN THR; E ("'i !NC�HFS IN DiAMETE.R. A N F� �i I,- TYPICAL PUMP TANK DETAIL .: I I F ,z-T l�IX-:�,.. "6i'0 ' ;:_11.1. 'SHALL 8. ALLOYNED �;OI STAF3;:.:H NA7U:RALLY F"DR A i.E.A.-I. " " "; — - , , . - 7 I I I i-t I - __ ' - - - IN TH -, ­7 I I Pi,�S. T H E �_-E RIC RA T E 0 F TH-E -`: :1 .SOILS S HHALL BE p rE R,A N G E '11::� ��. ,-I'-,; -, . `_1 I L 10 MINU-T[-.-' P DR INCH iw- LL1q_)IVlN!_; PLACEIV-1-N-I, IN-PJ1,.r,E TESIINC -,l-j1,4,Lt_. PF & NO ALE . GON ',I I".l"D BY _111 I -E � PR:f�__'-R 'T Ar""PTAN."E '_',;F" [HE rILL k?I,`t_I"E:R�I,l",I-. , ,�, �_ � L- I-il, HE ENGINE R I -,P,Z 1, ,,-'- 1, . /,- �--� � I . I - I-;- (­ I-;­_�� � � I I NOTES: ti.-, ,.: � l - , � I I : � " I I I %-; %jr- ��.tr L? ,� �7­ . . I SUFFICENI FILL ��IILJSIF BE INS-i,',ILLED TO ENS4 'RE A P!TNIViJ",p;: "I - � . , I I L-R. I . i � I ; - I- I I I - 1 I I . K:WEEN ANY TRENCH BOT-Ol,411 AND NIAXiMUM SEAS)ONAL �OROUNDWA` , w . it . I it ; I I . I I , ) w j I I r .: I I I I �,i,; ERViOUS MXTERIAL OR SEDRO;C�­ THIS SEPARATIC)N IVICIST BE THREE '-'I 1. PUMP ASSEMBLY TO BE A DUPLEX SYSTEM. MODULE GRID 9 I E - L I-, I : I I I - I , I I "'E'EJ `�AiITIHIIN 01\0E 'I'l-likOUSAND (le0,00': FrEE' (�I� Lj`%K:r GEORIG-­ � ! : I ; I PTNLET ELEV.=503± .. f - __ I : I I ' �...�.......­__...................I I : I . . I EL V-=481,bt . p : E I . . : I �­ __ - � I ____ I - - - :-./ :.,: �:i: : . 2. TO HOUSE STACK. . I !I_ �_D AS - . - Lt. - !I: . I— I I I I I 4, C.NILY AIRS-ORPTiON FIELDS 'I-:HA it I- E':E �,'S I- S THE :-EAcH2:N,,� ,-A CI: . I I I I . I I I I I I ST OUTLET I I SYFZTE�Is, I I I I I I I �:::�.:,K:-;: -_i� I I ! I I I.-- I! I__ -__-_-:.*=;"--.---:I I I I: I I: : I 1� I I i ST INLET I L. I I I I I I: �, ________ .� t). 'Al C'l H'AJNI\`1 OR -DNERSI(.�N' SYfS_I:D,/, SH',�­; L 5E PLACED, �4BU`U�� THEE :-'1%Li � i I E.EV:!482± I :: "� �. It . ­7.__ I I ;: ,�- I I, , I . R. ., I I- .............. - ,I , . . I I � I � I I I . I - I I .1 I q: T.i-.---- I I n D I p I 7 . I I � I ----------11, . 11 I_. I ". I I . I L_"1: :I � j:, ­', I I !, l_N_ - T - T - - -BaCkfilf and lightly compact cover material(not sand, 1 1 I :: I I. .I I� � ,-. I,YC7­-,�.4 1,�Ij TI__jr LjC1_S;__O_"_E DRIECTION ,IN'- OF SUFF-Cl- ': :__E!;-,-,T1H 'I" - :V- ', : � . zi I;.- r, "-'.U E-1; I -:T,- \ I i / -to iles sir on level gravel pad 11 � I :; I. I . i I �; .I :: ..,-. ._­�� . " . � - I F"CF A-Nu St E�-7 ','�J',ITp-1R' -,PUN�ii , I. 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BE GrZADE_ Tr A Sii-,.-Flr S I-E ..-E. --��%N C, 7'_::__I* .1 .1 I-J,I)P:7�,-,.NT :.. 7 I . ?,5*mm 7 q , p I l' 11 .: . A.: E.X(--E_PTI '%k'HERF R',E_7A:N:N-,'; -NA:._:_c1 AFF USED. I I I I g ( - , `:�_____ , I I I I :: ": -Z T i:IC A:- r�.PPNP T�-IRE F (.1 1 : I I I - � I I � 1; I I \ I I I 1� I I I I i�i !i :I : I I I .�p ; L . \ :I I "; :I . I I q - - I � I I I - I I I 1 11... !i i ; I I . . I : __ I .., i i ,- . I i .,:: I j I !I __� 1 I I I I I , I I : . _u__ 1 ..!��.. .,.�..........[.?�........m_.__.R.q........67:.:::..:.�1_�......I... 00 I i I . :;=__�­ I * I F_S_TT____-I , Q. - � � � I : I, I i i . - ,.-..-.___ __.____� - .-I ----�------�.................­.... I I C�� ( " - \ � i I - . : p I : . . . --------;7--------- : -....... ----------- ..... . � I I � .W.- i i 1 ,30" : t - , : : . --------T I � ; .- I . I I I I 1 . I I . I o -_ I I I :t i . I ; I I I I 9 I BLEND TO 11 I I :; : . I ! ! I — I I :I . I I 0 Q I I .. I . , pi -, I . - I . I I I I.......;__ I I , _ I I 4 m -­­-­ I---------­--�--­­ .. ------ - I I it I I I 7_1 I i ...�-----�.... --------------I...... t E---------�_�, I I EXISTING GRADE I' I - I I � I -: k�- ----------I----------------- --- ......I� I. I I ­1 I I I I I L, , ';�,7 �t :1 I I I q . . I . I I I I (I - I I., I , I . .,.'.I,- !I �;-it I i;;� i I . I I I I , . 4 I I q I I �� ,.� I It- , I : _7 I 765 -in ; I o 0 I . !."� , : I . I , I - I , . I i I I I � . . p : I I . I i� �,­� . I ! I I : . . ________i;_ . I I I I -_.. I I I I I I , � , , I I I ; ,� I I , I I . I ­, .f`m� - � I I -I ,�,_-__ � ., I I I I I I I I - � II I- .":, �' ,:,;".­: , 1:I,I,­: I-, ,':�.�....�... : ...11­ .. I . I : . I I .- . .1 :� �1� , *:�:. -:i I.. ��. * . . ......­­ t ---­** *1- __..... I I I — I : I I 8"MIN, , ,.,�'., I.. � I .., . . �. 1, .. I I I I I o �:­. . .q -1 . �!,�I.:�.'.,­ I� : L I 11 — :, " : I _F_�..�- : : -- I I � j 1, _�_�_ tv_,:., I I : - � � . L 4 .. � ­ ' ' . _ . 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I., .\-----<----�� R:��'% 0 0 I-. cut , uNA_?,`H(,1R;2Eb AL,�EPAT,10)1,1 ,;,R A001ITION ,`0 . .N-.,.-­-hoI,I?15 .__ FILL SAND AS Lij W qq- '[,'//S .44AP''!_5 A /,GL1A;',;0,1V SIF SECT1101V _/2,04 "V;.. . , REQUIRED.2'± �_ z Sbaj'),'�/�iS,10,%` � __j I _ or -!-ii.I�� ?V�­,'V !'o;CT�X* IZT:AT,F F,' -,ATjC,,1,1 i./..;i,; Ill-_ I ;j�jtl . < 0 1 0 z LIJ F , , , , , , , , , , I - __ - I I I I ' I am zu 2 1 -.94 �: ___� - , / —h- I % 'I , 7 -% , , - . . . ra>1 . . . . F, . m 5 t _ i x Cr 0 1 _ � I I I - I i, - I " I I 0 I I 0: I 0 0 � W , 0: ji �.,,_,,,,,,i,,,,i,,,,,,,,,iiii) r 1 r—iii-iii-iiiiIiiiiiIIIIIIIIIIIii 6,01p"PE ASSEMBLED MODULE DETAIL PURAFLO SECTIONAL VIEW PURAFLO SECTIONAL VIEW LLI , �5 ,--R0hf 'R*. I`);1,'I.'-.INAL (,,,"-' ,"�-.',i.*� ,�'�,,�q'�le�Y AMP N07 MARKED WITH' T iAND �30F`,IFYOR'11' j�lkfj_405,'SED SEAL S;4ALL ,110,'B'E"ONS"OfRI-1:11; A (n V) vALIO T;l�UE COP�. NOT TO SCALE V) _r . NOT TO SCALE NOT TO SCALE < U) - ___ - - __ __ STORMWATER MANAGEMENT DESIGN GENERAL NOTES: APPLICATION NOTES: ADDITIONAL EROSION CONTROL AND GRADING NOTES:A THE PRIMARY PURPOSE OF A SILT FENCE IR HAYBAIA/STRAWBME DLO=IS TO REDUCE RUNOFF VELOCITY AND TRAP SEDIN VELOCITY IS REDUCED.WATER IS IMPOUNDED I�„N 0 BEHIND THE MEASURE.AND SEDIYENf FALLS OUT OF Sl1SPEllSpM. THE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED O THE PROPOSED PROJECT INVOLVES THE ADDITION OF NEW IMPERVIOUS AREA IN THE FORM OF BUILDING ADDITIONS FOR ANY CONSTRUCTION WORK PERFORMED PRIOR TO FINAL INTO EXISTING CONDITIONS. WHERE ACCESS OR WORK OUTSIDE B.STRAM9ALE DIES ARE USED IN SENSITIVE AREAS WHERE CONTROL OF WEEDS AND 1) MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A 0 AND APPROVAL OF ALL PLANS AND SECURING OF ALL PERMITS AND OF PROPERTY BOUNDARY IS NECESSARY, THE PERMISSION OF INVASIVE PLANT SPECIES IS DEMM SCHEMATIC MANNER BASED ON NY STATE GUIDUNES FOR EROSION AND SEDIMENT >-I HARDSUPFACE (PAVEMENT). THE TOTAL NEW IMPERVIOUS AREA !S APPROXIMATELY 124E SF WITH AN FILING OF ALL MAPS. ADJOINING PROPERTY OWNER MUST FIRST BE OBTAINED. CONTROL R BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY 02 C,SILT FENCE OR HN STRAMEIY DIE SHALL AT INSTALLED ON A LIVE OF EQUAL ELL ASSOCIATED AREA OF DISTURBANCE OF 4.30E SF. AS SUCH THIS PROJECT, BY THE NUMBERS, FALLS UNDER THE ElE11AT10N (aDNTouR�lrtiY MAY 8E NSTAl1ED AT■fiE1tYEDMTE POINTS Up SLOPES AS OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CLASSIFICATION OF A MINOR PROJECT. DUE TO THE SITE BEING WITHIN THE TOWNS CEA THIS PROJECT WILL BE tili CONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE SITE SURVEYOR TO VERIFY ELEVATIONS OF EXISTING ROAD WEE.AS AT THE AS SHOWN IN THE DETAIL CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS C�2 WITH THE ENVIRONMENTAL DESIGN PARTNERSHIP AND CENTERLINE AND SHOULDER PRIOR TO COMMENCING WORK. TREATED AS A MAJOR PROJECT. MUNICIPALITY PRIOR TO CONSTRUCTION. CONTRACTOR IS TO CONFIRM THIS WITH SITE SURVEYOR, D' YBWSTI M VALE DIVE OR SILT FENCE SHALL NOT BE USED N OR ACROSS A FLAWING REQUIRED TO PROTECT THE SiTE.NATURAL CHAINNEL r 1 THE STORMWATER MANAGEMENT DESIGN INVOLVES CAPTURING AND CONTROLING THE STORMWATER FROM THE NEW FIELD ADJUSTMENTS MUST HE APPROVED BY THE ENVIRONMENTAL WHERE APPROPRIATE, SITE LAYOUT AND GRADING WORK SHALL 2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL z IMPERVIOUS AREA VIA INFILTRATION DEVICES. DESIGN STANDARDS REQUIRE A 100' HORIZONTAL SEPARATION FROM DESIGN PARTNERSHIP AND THE MUNICIPALITY'S ENGINEER PRIOR BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER DR LAND FMYBALE ROW AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. F..� TO CONSTRUCTION. SURVEYOR. LANDSCAPE ARCHITECT SHALL APPROVE ALL LAYOUT INFILTRATION DEVICES TO THE LAKE. A VARIANCE FROM THIS STANDARD WILL BE REQUIRED. WORK PRIOR TO CONSTRUCTION. Imo--5' MIN (10' PREFERRED) �I 3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. ` w (4 nj N I CONTRACTOR IS TO VERIFY THAT ALL NECESSARY WORK PERMITS PERCENTAGE OF PERENNIAL RYE SMALL NOT EXCEED 50%. Em,,4 �}i r~ qr I REFER TO THE STORMWATER CONTROL REPORT FOR THE COMPUTATION OF STORMWATER VOLUMES TO BE MANAGED AND EASEMENTS ARE IN PLACE PRIOR TO COMMENCEMENT OF CONTRACTOR Tp NOTIFY ENGINEER AFTER ROUGH GRADING IS 1 BY THE STORMWATER SYSTEM. WORK. COMPLETED. FINISH GRADES TO BE ADJUSTED IN FIELD AFTER INITIAL GRADING IS COMPLETED. ALL CHANGES IN PROPOSED 4) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE y�y mi n _n SOILS INVESTIGATION HAS BEEN COMPLETED IN THE AREA OF THE PROPOSED INFILTRATION MANAGEMENT. SOILS THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND TAKE GRADES Tp BE APPROVED BY OWNER AND ENGINEER. ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G.. EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL ,�-I E ARE GENERALLY' SAND TU A SANDY LOAM TU A DEPTH OF 4' TO 5'. SOILS CONTAIN SOME FRACTURED ROCK. ALL SPECIAL TEMPORARY AND PERMANENT PRECAUTIONS o o g ■ END TO DID BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING- OR OTHER EROSION PROCESSES. �:) I NECESSARY TO ENSURE A STABLE AND SECURE JOB. ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT PAVED, g I` I SUITABLE SOILS EXIST TO SUPPORT THE SHALLOW INFILTRATION DEVICES PROPOSED HEREIN - SEE SHEET S-2. SHALL BE TOPSOILED AND SEEDED. I - 5) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL 0 I CONTRACTOR RESPONSIBLE FOR OBTAINING ANY HIGHWAY SEDIaT APPLICATION. r M CUT PERMITS. ALL PHYSICAL FEATURES INCLUDING SIDEWALKS, CURBING, SLOPE CONTANYENT �,/ `_I I FILTER FABRIC TO BE INSTALLED & STANDARD HEAVY DUTY CAST IRON DECKS, LAMPS, STAIRS, ETC, WITHIN FIVE FEET OF EXTERIOR y� AREA 6) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION ^ I MAINTAINED BETWEEN FRAME AND FRAME & GRATE, BY SYRACUSE CASTINGS OR THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND BUILDING WALLS AND CANOPY OVERHANGS ARE TO BE K DURING AND AFTER CONSTRUCTION. EASEMENTS PRIOR TO CONSTRUCTION AND BECOME FAMILIAR CONSTRUCTED PER ARCHITECTURAL PLANS. IT IS NOT THE Q-IiiiFJ GRATE UNTIL LAWN AREA IS FULLY APPROVED EQUAL. GRATES TO BE BICYCLE SAFE, WITH CONDITIONS OF PERMITS. INTENT OF THESE DOCUMENTS TO ADDRESS SUCH DETAILS, 2 POSTS PER BALE F�--1I 7) ALL STORM OUTFACES SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). r, y qr I co RESTORED. STRAIGHT TYPE FRAME WITH ROUND FLANGE WHICH ARE SHOWN ONLY FOR THE PURPOSE OF CONTINUITY ■ ( i+NN � ,A j AND FLAT GRATE-PATTERN 1 179A (24") THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL BETWEEN THE SITE PLAN AND THE ARCHITECTURAL PLANS. B) EROSION CONTROL ERO-MAT) OR APPROVED EQUAL SHALL BE INSTALLED ON ALL 2:1 SLOPES. AN ORGANIC w rI SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN %NO I ROADWAYS AND DRIVEWAYS. PROVISIONS FOR STORMWATER COLLECTION AND DRAINAGE NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U-SHAPED STABLES,APPLY NON-SHRINK / PERTAINING TO THE ROOF AND TO PHYSICAL FEATURES WITHIN 2 STAPLES PER SQUARE YARD. �1 1 GROUT FILLET THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FIVE FEET OF EXTERIOR BUILDING WALLS AND ARCHITECT. P' A„ `< , FINISHED GRADE (PITCH TO GRATE) UTILITIES AND RIGHT-OF-WAY PROPERTY LINES PRIOR TO OVERHANGS ARE THE RESPONSIBILITY OF THE ARCHITECT. I,J'v, ,r�/�+/ 9) STREAM REACHES ON--SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONSTRUCTION. CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES Z 0 FILTER FABRIC \ / ALL VERTICAL GRADE CHANGES IN EXCESS OF 30' SHALL BE UPSTREAM OF THE CONSTRUCTION ACTIVITY. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND PROVIDED WITH SAFETY BARRIERS AS PER NYS BUILDING CODE. � � I OVERLAP (TYP.) UTILITIES SUCH AS GAS, WATER, TELEPHONE, POWER, CABLE (FENCES, RAILINGS, ETC., PER OWNER). _ - SAND UTV,TILITIES ETC. PRIOR AS COMMENCEMENT L CONSTRUCTE, ADD1110HAL BALES PLACED 7O LENT DRAINAGE AREA 10) VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION 1-1 I 1-1 I I— -_I I - I 1 I I 1 I SPECIFICATIONS FOR SITE LIGHTING ARE PER QUALIFIED AM �MIAMUM E�U'TM CONTROL FEATURES TO INSURE Tr,AT DEPOSITS OF SAND. SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED T. I -� -�I -I 1-I _I I I-Imo___--- 6" TOPSOIL AS PER NYS INDUSTRIAL CODE 53: CONTRACTOR TO CALL PHOTOMETRIC ENGINEER RETAINED BY OWNER, ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP I-800-962-7962 TO LOCATE BURIED CABLES OR OTHERY) II—" ' 6' PEA GRAVEL UNDERGROUND UTILITIES NO LESS THAN TWO OR MORE THAN PAVEMENT AND SIDEWALK SPECIFICATIONS ARE PER IMMEDIATELY. a ■ _ _ . I • TEN WORKING DAYS PRIOR TO DIGGING, DRILLING, EXCAVATING, GEOTECHNICAL ENGINEER RETAINED BY OWNER OR ARE AS _ DRIVING POSTS, ETC. SPECIFIED BY OWNER. 8" -� 24" MIN. h-B" � 5' MIN (10' PREFERRED)—+► g�AlD�Dft1YFIIN -I I I I-I I CpNTRAC70R MUST VERIFY THE ACCEPTABILITY OF ALL MINIMUM 18' VERTICAL SEPARATION IS REQUIRED BETWEEN I I ORim NE EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, �:) Z I-I I I CONSTRUCTION MATERIALS WITH MUNICIPALITY'S ENGINEER WATER MAIN AND SANITARY MAIN CROSSING AS PER STATE MAINTENANCE AND INSPECTION PRACTICES: 8" FLAT SLABTOP W�2'-O• PRIOR TO ORDERING. HEALTH DEPARTMENT REQUIREMENTS. PARALLEL LINES MUST TOE OF SLOPE z 4" PVC DISCHARGE I.D. OPENING BE SEPARATE, MINIMUM 10 FT. HORIZONTALLY O.D. TO O.D. INSTALLATION AND MATERIAL SPECIFICATIONS FOR STORM r 1. THE FOLLOWING IS A UST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING ' PIPE TO D-BOX SEWER, SANITARY SEWER, WATER SERVICE CONNECTIONS SHALL WHERE MINIMUM VERTICAL SEPARATION OF 18' BETWEEN CONSTRUCTION: _ 1� ---., / 12" RING OF #3 CRUSHED STONE CONFORM TO THE MUNICIPALITY'S STANDARD DETAILS AND TOP OF SANITARY SEWER AND BOTTOM OF WATER MAIN CANNOT FLOW ZD I.. ,.• REQUIREMENTS. INSTALLATION PROCEDURES AND MATERIALS BE MAINTAINED, THE SANITARY SEWER SHALL BE CONSTRUCTED _� } 1 MIN. - 23 SIZE A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: Q lig I II III 2 MUST BE VERIFIED WITH MUNICIPALITY PRIOR TO OF MATERIALS AND WITH JOINTS SHALL BE EQUIVALENT TO �` - LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND _ CONSTRUCTION. WATER MAIN STANDARDS OF CONSTRUCTION AND SHALL HE ` SHALL PROGRESS AS EARTHWORK IS NEEDED PRESSURE TESTED PRIOR TO BACEND 1 CLING. WATER MAIN AND VAIN Ex�+c�TA7X 1 N - FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. III I I 4 NON-WOVEN CONSTRUCTION FABRIC ANY EXISTING STORM SEWERS AND UNDERGROUND UTILITIES ARE SEVER MAIN SHALL EACH EXTEND 10' IN EACH DIRECTION FROM F POSSIBLE - USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL .-_AMOCO 4545 OR EQUAL SHOWN IN THEIR RELATIVE POSITION AND FOR INFORMATION POINT OF CROSSING. (I.E. 20' SECTIONS OF EACH CENTERED SLOPES 1V:3H OR GREATER. I a O ONLY. THE CONTRACTOR SHALL HAVE THEIR EXACT LOCATION OVER POINT OF CROSSING. SEE DETAIL. - PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING 4 III 4'-O" CHECKED A7 THE SITE BEFORE CONSTRUCTION BEGINS. TECHNIQUE. DEPTH 6' DIA. PERFORATED DRYWELL AIR TESTING TO BE PERFORMED ON ALL GRAVITY SANITARY SECTION �:) W � e-4 NJ I.I. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SEWER PRIOR TO FINAL APPROVAL AND MUST MEET UNIBELL B) STRUCTURAL °RACTICES FOR THIS SITE INCLUDE: Z I I SECTIONS. 4" WALL THICKNESS. INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY HANDBOOK OF PVC PIPE TABLE 68 (PAGE 313) TESTING �/����� FORT MILLER OR APPROVED DISCREPANCIES WHICH RESULT MUST BE BROUGHT TO THE SPECIFICATIONS. SANITARY FORCE MAINS TO BE _w_►_Y_B_el F_/C_ra_ewR_ee F DIKE rVR/�Ri -PERIMETER PROTECTION USING SILT FENCES IZATTENTION OF THE ENGINEER IMMEDIATELY. HYDROSTATICALLY TESTED AT 120 PSI PER WATER MAIN LEAKAGE - INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES � u) 1 : I EQUAL. TESTING STANDARDS. INFILTRATION - EXFILTRATION TEST MAY - STORM SEWER, CURBS AND GUTTERS 1 ^O _ CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, BE USED AS AN ALTERNATIVE. -STABILIZED CONSTRUCTION EXIT POINTS �/� �--5' I I I PIPE INVERTS AND ELEVATIONS AND REVIEW WITH CONSULTANT -STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) 4 I"-�o 0 Z 0 : 6'-O" DIA. I I—I BEFORE CONSTRUCTION. SANITARY SEWER PIPE TO BE P.V.C. ASTM-D-3034-72 SDR 35. GENERAL NOTES: I N�-I UNDISTURBED SUBGRADE (UP TO 12' DEPTH MAXIMUM OVER 12' DEEP USE SDR 26). 1I T ,SILT FENCE OR HAYBALE/SIRAWBALE DOE SHALL BE PLACED A ANIMA OF 5 FT. FROM 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT co ■ -I_ PRIOR TO COMMENCEMENT pF STORM AND/OR SANITARY SEWER PRESSURE MAINS USE PVC SDR-21. TOE OF SLOPE, 10 FT. FREFEIRNED,TO PROVIDE ADEQUATE AREA FOR SEDMC STORAGE CONTROLS AND STABIUZATION MEASURES: O W W I � CONSTRUCTION, CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT NT AREA A) ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST WEEKLY AND WITHIN 24 HOURS FOLLOWING A x r 1 MI AND VERTICAL POSITION OF EXISTING SEWER AT CONNECTION SLOPE OF SANITARY SEWER THROUGH MANHOLE STRUCTURES ARE (1y ) ) RAINFALL EVENT OF 0.5 INCHES OR GREATER. W PAINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES DETERMINED BY THE INCOMING PIPE. IN NO CASE SHALL THE 2 FENCEPOSTS $�HAiLLUBE WOVEN�OiEXiNE F 2 2&2&WOODEOII(L)�� 8) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, 0Yj -1 I I- 8" LAYER OF CRUSHED STONE PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM. ANY SLOPE THROUGH THE MANHOLE STRUCTURES BE LESS THAN 1%' THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. / EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. '^ PRECAST FOOTING ANY GRADE DISCREPANCIES MUST BE BROUGHT TO ENGINEER'S CONTRACTOR TO VERIFY ELEVATION OF EXISTING WATER MAIN 3'BALES FOR DIKE SWILL BE INSTALLED WITH CUT ENDS VERIICAL.AND BALES BURNED A C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES STRAW BARRIERS WHEN IT HAS REACHED V`j w ■ 8" THICKNESS FORT MILLER OR ATTENTION IMMEDIATELY. TO AVOID CONFLICTS PRIOR TO CONSTRUCTING OTHER L6HnE41 4'' ONE-THIRD THE HEIGHT OF THE FENCE. ^ �■ E UTILITIES. 4,SILT FENCE ASSEMBLIES MAY FIVE 4 FT. OR 6 FT. POST SPACING,AND MAY OR MAY D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF r u O r 'I] - APPROVED EQUAL ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY NOR HAVE MESH REINFORCEMENT. THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE FENCE POSTS ARE IS•I I •r•• STANDARDS. ALL WATER MAINS TO BE PRESSURE TESTED AND ➢ISINFECTED SECURELY IN THE GROUND. `- — IN ACCORDANCE WITH A.W.W.A. STANDARDS C600-99 SECTION 4 s'� �T B1LT FENCE SHALL BE BORED A MS ON THE 6' BELOW E) THE SEDIMENT BASIN, IF PRESENT, WILL BE INSPECTED FOR DEPTH OF SEDIMENT AND BUI T P QO FENCE sHNAl1 BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE ) L U 4 Q, _ _ ,� �, THE CONTRACTOR SHALL FILL IN, AND THEN RE-EXCAVATE HYDROSTATIC TESTING (TYPICAL). RESULTS TO BE SUBMITTED OF THE FABRIC. SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE DESIGN CAPACITY. nW' II�IIII— - IIIII AS NECESSARY TO RESUME WORK, ANY EXCAVATIONS OR TRENCHES TO MUNICIPAL ENGINEER. F TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR19 AT LOCATIONS AND AS OFTEN AS MAY BE REQUIRED TO ENSURE 6 MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS,AFTER EACH RAINFALL FJ M1 OF I" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED MWALL BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. sy ■ —III—)I I-I I I—III 1( PROTECTION OF THE WORK, ANY ADJACENT EXISTING POTABLE WATER PIPE TO BE CEMENT LINED DUCTILE IRON AND MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED, G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES OF THE REPORT 0 ISM t�i I _ _ 1 2" CRUSHED STONE BASE FACILITIES, OR THE PUBLIC. SHALL CONFORM T❑ LOCAL MUNICIPALITY STANDARDS. FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED IN THIS SWPPP. r ✓SK Z C —)I I-III -I I I-I I 12 -2i" SIZE T'SEDIMENT 94ALL BE REMOVED�N ACCUMULATION REACHES �-►+�OF THE MEASURE H) THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS `�41 ■ THE CONTRACTOR SHALL CLEAN UP THE JOB SITE ON A DAILY THRUST BLOCKING TO COMPLY WITH MUNICIPALITY STANDARDS. HEIGHT SEDIlE1NT SHIAIl�D ��l�1RA�E MAC' WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING &.4 ^�^,, O /O� ' — III—III—II BASIS BEFORE LEAVING THE JOB. ALL RUBBISH MUST BE THRUST BLOCKS TO BE CAST IN PLACE. (SEE DETAILS). OUT TWILL BE TION AND MAINTENANCE REPORTS. `� y/ CLEANED UP AND CONSTRUCTION EQUIPMENT MUST BE PROPERLY SILT FENCE �5' MIN (10' PREFERRED) 1) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE AKEN CARE OF AND STORED AT THE END OF THE DAY: ALL STORM SEWER PIPE TO BE HIGH-DENSITY POLYETHYLENE APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE PRECAST C 0 N C R ETE DRYWELL WITH CORRUGATED EXTERIOR AND SMOOTH WALL INTERIOR INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT THE CONTRACTOR SHALL FURNISH ALL FLAGMEN NECESSARY FOR PIPE JOINTS TO BE SILT-TIGHT EITHER WITH INTEGRAL HARDWOOD POST CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE TRAFFIC CONTROL DURING ANY EARTH-MOVING OPERATION WHICH GASKETED BELL AND SPIGOT, SILT-TIGHT PREMIUM BAND INVOLVES PUBLIC HIGHWAYS AND WILL BE NECESSARY DURING COUPLERS WITH RUBBER GASKETS OR STANDARD BAND COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, AND THE RUNG OF THE INSPECTION FORMS. N❑T T❑ SCALE CONSTRUCTION. COUPLERS WRAPPED 4 FEET WIDE AND OVERLAPPED AT o DOCUMENTATION OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. I --oEACH END. WWW �i J) DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE FOR POLLUTANTS ENTERING STORMWATER SYSTEMS. CONTRACTOR. CONTRACTOR SHALL REPLACE AND RESTORE CATCH BASIN GRATES ARE TO BE BICYCLE SAFE. K) REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY PAVEMENT WITH MATERIAL TO A CONDITION EQUAL TO OR SLOPE SEDIMENT NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW BETTER THAN PRECONSTRUCTION CONDITIONS: ALL PAVEMENT THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS h CONTAMA Nf� x I j UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. J z 2-3" COBBLE STONE AND RIGHT-OF-WAY RESTORATION WORK TO BE DONE TO THE DOES NOT IMPLY ANY CONTRACT WITH OR OBLIGATION FOR ¢ O f I SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPAL PERFORMING ANY OR ALL TOWN AND STATE REQUIRED E HIGHWAY DEPARTMENT. INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR - PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. CONTRACTOR SHALL to RESTORE ALL LAWNS, DRIVEWAYS, WALKS, SUCH INSPECTION SERVICES, IF PERFORMED BY THIS OFFICE T ` SEQUENCE OF CONSTRUCTION ACTIVITIES: �'1 �y M WALLS, CURBS, FENCES, ETC. TO A CONDITION AT LEAST AS SHALL BE ESTABLISHED BY SEPARATE CONTRACT. 1 W� :: GOOD AS THEY WERE BEFORE BEING DISTURBED. 1"x 1"WlRpllpOp POST A) CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. SURFACE TO BE IMMEDIATELY oo� o O o 0 GRASS SWALE IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND SAFETY INSPECTION OF THE WORK IS NOT PERFORMED BY THE PLAN B) INSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN AND OTHER STABILZED W/ COIR MATTE 700 DURING CONSTRUCTION. ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), THE EDP WILL WOVEN GEIDTEXiaE FABRIC PILAW � � O EROSION CONTROL BLANKET NOT BE HELD RESPONSIBLE FOR ANY ERRORS, OMISSIONS, AMOCO 2122 (OR FAUNA) LOCATIONS AS NECESSARY TO STABILIZE THE SITE. II—I11-1 ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL COSTS, EXPENSES OR LIABILITY OF WHATEVER KIND AND NATURE �' 0 V v V V V V V -I I I—I I I- ITEMS IF DISTURBED DURING CONSTRUCTION WITHIN CONTRACT RESULTING FROM FIELD CHANGES AND/OR ERRORS WHICH EDP C) BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS LLB /r� i r _ _ 1 v v v v v v 17 v LIMIT LINES, SHALL BE RELOCATED AS PER APPROVAL OF WOULD OTHERWISE HAVE AN OPPORTUNITY TO CHECK AND CORRECT EINFI WEE IT(FH SEDIMENT CONTAINMENT AREA WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN Tj I r■■� O ///■■��� Z I -I I ( v v v v v v v v • I I I—III-I MUNICIPALITY. IF THEY WERE IN A POSITION TO CONTROL THE PROJECT REINFORCEMENT(F [:L10E PREFERRED)—�I 14 DAYS AFTER CLEARING AND GRUBBING. ca v c v v v v v v v 1 I I- APPROVED DRAINAGE THROUGH STAKEOUT AND INSPECTION. V / _III—I ?v v v v v v v v I- BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE D) FREQUENT WATERING OF THE D(CAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. FILL MATERIAL 3/4" - 1-1/2" SILT FENCE ASSEMBLY ^v v v v vvv PLACING EARTH AGAINST OR NEAR THEM. SHRUBS AND HEDGES CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ( INSTALLATION NOTES) "co I I I i I_ v v v v v v v • III= CRUSHED STONE MUST BE REMOVED DURING CONSTRUCTION SHALL BE HEALED OR ERRORS WILL BE HONORED ONLY IF CONSULTANT IS NOTIFIED E) COMMENCE SITE GRADING AND CONSTRUCTION. —III—I v c v v v v v —III- REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE FOR VERIFICATION OF THE ERROR IMMEDIATELY UPON DISCOVERY �/ 7 v v v v v THEIR REMOVAL. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES AND BEFORE ANY CONTROL STAKES ARE DISTURBED. IF AFTER F) DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL IAJ .�= _ v v v v v v SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. VERIFICATIONS IT IS DETERMINED THAT NO STAKEOUT ERROR iR I I I I I 7 v v v v v FILTER FABRIC OCCURRED, THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR E . BE TEMPORARILY SEEDED AND WATERED. Q _-- POSTS, MAILBOXES, ETC. SHALL HE PROTECTED, OR REMOVED ADDITIONAL EXPENSES INCURRED FOR SUCH VERIFICATION. ' I I- AMOCO 4545 OR EQUAL AND REPLACED EXACTLY AS THEY WERE BEFORE BEING "2 G) INSTALL PROTECTIVE SILT FENCES / BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND II—III- DISTURBED. DAMAGED ITEMS SHALL BE REPLACED AT THE ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT �� c N AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. CONTRACTOR'S EXPENSE, TO THE ATTENTION OF THE ENVIRONMENTAL DESIGN PARTNERSHIP v v IMMEDIATELY UPON DISCOVERY, OTHERWISE, THE ENVIRONMENTAL EXISIIIG GROUND H) FINALIZE PAVEMENT SUBGRADE PREPARATION. II IT MAY BE NECESSARY TO 'TIE BACK' UTILITY POLES DURING DESIGN PARTNERSHIP WILL ACCEPT NO RESPONSIBILITY. z zt mO Q CONSTRUCTION. THIS SHOULD BE ACCOMPLISHED IN �/L I) CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWNcvvvvvvv I I I—I I I COOPERATION WITH UTILITY COMPANIES. INSPECTION SERVICES BY THE ENVIRONMENTAL DESIGN „�TID,N ON THE PLANS. INLET PRCTECTION HAY BALES MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. PLACE 7 v v v v v V v v IIII PARTNERSHIP ARE NOT SUPERVISORY ACCORDINGLY, RETAIN POSSIBLE m REQUIRED RIPRAP AT LOCATIONS SHOWN ON THE PLANS. _ NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN NEITHER -III—III THE BOUNDARIES OF ANY EASEMENTS OR R.O.W. AS SHOWN. GUARANTEE THE PERFORMANCE OF THE CONSTRUCTION J) REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR o CONTRACTS BY CONTRACTORS NOR ASSUME RESPONSIBILITY E /1VA SILT FpNC�FABRIC TO PLACING STABILIZED BASE COURSE. Q I I I I CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND FOR CONTRACTORS FAILURE TO FURNISH AND PERFORM WORK INSTALLATION NOTES. AND �IXCANITED FJIRRI LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. K) INSTALL BASE MATERI:,L AS REQUIRED FOR PAVEMENT.(PROPER SHORING, ETC.). rt 4 +- 24" MIN. TO FENCE FABRIC AND WOVEN YnP.EMESH TO BE FASTENED SECURELY CONTRACTOR OR OBTAIN PERMIT FROM SARATOGA COUNTY SEWER ro FENCE POSTS WITH AS E TIES OR STAPLES /��1 L) CARRY OUT FINAL GRADING AND SEEDING AND PLANTING SIDE SLOPES GREATER THAN 113 WILL REQUIRE GUIDE RAILS. DISTRICT PRIOR TO CONSTRUCTION OF ANY PROPOSED SANITARY z FILTER c1_oTr1 To BE FASTENED SECURELY To WOVEN WIRE SECTION RON 0 FOOT VERTICAL, 3 FEET HORIZONTAL). SEWER LINES AND FOLLOW ALL PERMIT PROCEDURES DURING FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. M) REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES Y Q, CONSTRUCTION. s. WHEN TWO SECTIONS OF FILTER CLOTH ADJgN EACH OTHER ARE STABIUZED. Q 2 ti THEY SHALL BE OVERLAPPED FO SIX INCHES AND FOLDED. FENCE TMMRMY INFILTRATION TRENCH GRASS SWALE SECTION 4 MAINTENANCE SHALL BE PDEVELOMED AS NEEDED AND MATERIALSILT 3 Z REMOVED WHEN 'BVLCEs- DEVELOP IN THE SILT FENCE. �� N) REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE AREAS (THESE a�I __o AREAS ARE TO BE PAVED LAST). N❑T T❑ SCALE SILT FENCE STAKED HAYBALE DETAIL 0 t. ,J `U 0 � to k Kl' ti 2� C) W N❑T T❑ SCALE V Z cn oZ w m 36 SYMBOL " �w FINISH GRADE PAVE OR ,�„( L 7,S;DI, v,irt•Im surer ' CATCH BASIN FRAME & GRATE TOPSOIL AND SEED AS CATCH BASIN ures,. .,, I .'1 :: ;1 1 ., ..I r J,-;Y::r 111,11 •::.I , 11,,.1.1 AS MANUFACTURED BY CAMPBELL FOUNDRY` CO. OR EQUAL SHOWN ON PLAN. SURFACE 2%4" WOOD FRArr 0#-i ME • I I 1 n :: i sl I I rl h n u ,!,,,!,I n..nt TO BE GRADED TO PROVIDE GATHER EXCESS ^ l r 1 JL I, I I1 11 PI III, 1 11I,I 11 71-I I I ,. I, -I i 1 I I 11 I i 1 1, J 1 I - II 11 11 1 , I i III,"FRAME: 2816B TYPE E POSITIVE DRAINAGE TO GRATE �— FABRIC AT CORNERS i „ PATTERN: 28160301 \ x / I t 11 ,I:I hAIII ,1i11 I Il .I fl tr t, N1 ,111 1v AND AS REQUIRED TO Q I , 1 ,II ,r 1 I t, I I ,11H: I .I , I ,, 111i1 , 1.,10 30" OPENING BICYCLE „ ,. , , A.1• ,, 1 , DIn1 1 v .-, 11 I 1 :-I✓i I s HII1w:,I ,�, _V,e:,,:1,,.1..Ii'1i tr:I.hnlll . .,J[I'I;tn•1 .Ili,in,•.1 PREVENT SOIL EROSION INTO ,• 1 >�,I, .11.1•,I:r11 r1,11 I .., r , I,:;,:r1,11, SAFE GRATE OR APPROVED EQUAL. \, // � ___/1 `1 -----/, I BASIN. �' ) .. I: -It I I :: , I ,II Ili i'N rl.,, I r! i•'I,[:.,I 11' j I i .1.It" 1 1 I. 1.o i 1 n 1 tJ I t.'I'I.1"": t ,;I , d 11' L,i ",III IoIi 11,1 -', I-t1 II=11( I //, II�I PROVIDE 8" MIN. ADJUSTMENT �_ n I. n z 11 I l i lh I I ,,.'I Ik , ❑ 1 I ,i III ) If i 1 Ii1,d i J 11 ludln l I , I- J Q I� CONCRETE GRADE RINGS_ �11 a� �_ \— ..I;1 ,,1„I,n1 I t1 a tIn I I, ,1, 11 t d r„ir „ t I ,l l w w< 2816E 1 �� u FINISH GRADE I t 1 d t rl n, Lt , J n,I I t,I .d ,L :,I r 11111 1 ,i tit I IM i az a _� O �/ l r, ,r n I,tr 1 tr n ,v TI N fr I, :n1 n1,i th v,t 11 I I pr t nn, a iu,L Ldur<d o 4-1/2" . . " APPROVED GRANULAR BACKFIELD �� / n 1 I •-I I II f I 1,, „ k n t t nd Urn-tab i It, t , : List i ,I w t ,i, ,na W }z MATERIAL COMPACTED TO 95 0 �- "' — I— ��� - I i 1;r, I 1 I r .,al h i a,tl• t, , 1'h _i .::n d 1 r nr.• 11:•V o c , _6 MODIFIED PROCTOR DENSITY �� TOPSOIL 1 ,h fi di I N I rn t 1 I 1 1 h -ut_t.I .,! •nq, I '•I=c n.haunt;n ri d r _ _ _. _ t ;.1 tru 1 hill , I I h I r 1 a F 5 CD SQUARE 12" MIN. ALL AROUND. T , „ ih ,1, 1 t,l I r , 1„1 h III: ;r1 ,i•„t„1 a z o L1J v V v I I I-1 1 1—I 1!1 , 'r.-1 { I,:I• I - I I cy �� II I �� PRECAST CONCRETE CATCH _ vvv v v vvvvvvv✓v —III— I I- t r1 1 r r rI•l I ,1 n.,1v d O i _ • v v v v v v v v 1-1 f ..Ili 1 u 1 I 1. , it l.;l 1 ^p 1 1 l'd i , f.' 11 .1•I11. De a III BASIN AS MANUFACTURED 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. I I—III- vvvv vvvv I I I-I I I-I :• I u 1.:Inr r 1.1i1,!"_)I,r .. 1,;,,,r ,,l„I;Io..,r T� '• '' BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. — 7 v 17 v v — —' '- AP , o L�a BY FORT MILLER, OR EQUAL, -III-I — I= PROVED DRAINAGE LL a �I _ ^^ FILL MATERIAL 3/4" - 1-1/2" i - III PIPE SIZES DESIGNED FOR H-20 LOAD I I-I I I- 17 III= CRUSHED STONE "' """ ' f„"' c =11 & INVERTS 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF v v —1 I I � _ III=1 RATING. JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. =III=I v v v v n, , ,1,,, AS PER PLANS _ , II-III- vvvvv r ,. 1 .1•.v I11. , uu -.; u - oq= _ �vvvvv FILTER FABRIC 0 1 "?" 3. STAKE MATERIALS WILL BE STANDARD 2" X 4" WOOD OR EQUIVALENT —III-I ,, „ „ , ,,,, 1 , I 1, 1! 1 _,-y I LItigP METAL WITH A MINIMUM LEhJGTH OF 3 FEET. 4" PERF. A S N12 n AMOCO 4545 OR EQUAL n , USE NON SHRINK MORTAR a ,. GROUT TO SEAL PIPE. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A v v . , HOLES DOWN qi� I I— II=1 MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED v v v v v v v v v III=III- WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. . v v v v v v v v _ , O O O � O O = vvvvvvvv 12" MIN. 11=1 a a a a a - #2 CRUSHED STONE SUBS -7--- - - ^ I I II ICI lip LF7 I=11b1� "II=1 I CONTINUES TO SPRINGLINE OF PIPE. 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND -I I —I I I- CONDITIONS OF APPROVAL =11�1IIE-dI "=111� III_I1 BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 1. AREAS OF DISTURBED SOIL LEFT DEVOID OF GROWING -III I VEGETATION FOR MORE THEN 24 HOURS, WILL BE COVERED II-I1 11�' IL �_ UNDISTURBED EARTH 6• A 2" X 4" WOO-) FRAME SHALL BE COMPLETED AROUND THE CREST OF 24" MIN. WITH AN APPROPRIATE DEVICE NOTE: THIS SIZE CATCH BASIN IS FOR A OR ROCK. THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM PIPE SIZE OF 18". MAXIMUM DRAINAGE AREA 1 ACRE ////A����` © 2008 BY ENVIRONMENTAL DESIGN r CATCH BASIN SEDIMENT BARRIER INFILTRATION TRENCH W PERFORATED PIP PARTNERSHIP, LIP, ALL RIGHTS RESERVED w z 0 TYPICAL SHALLOW CATCH BASIN (SECTION) E wt UNAUTHORIZED ALTERATION OR ADDITION TO J I I THIS MAP /S A ViOLA710N OF SECTION 7209 7 W --o SUBDIVISION 2 OF THE NEW YORK STATE ' ` L N❑T T❑ SCALE N❑T TO SCALE EDUCATION LAW. (Q W COPIES FROM THE ORIGINAL OF THIS SURVEY ") V) MAP NOT MARKED WITH THE LAND SURVEYOR'S Q 'n EMBOSSED SEAL SHALL NOT BE CONSIDERED A �!, VALID TRUE COPY.