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2006-826 - 1b TOWN OF QUEENSBURY 1 742 BayRoad,Queensbury,NY 12804-5902 (518) 7 20 � G 1 8 1 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20060826 Date Issued: Monday, August 27, 2007 This is to certify that work requested to be done as shown by Permit Number P20060826 has been completed. Location: 26 FOREST Rd Tax Map Number. 523400-226-019-0001-042-000-0000 Owner. DAVID WILCOX Applicant: DAVID WILCOX This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the 14 i property owner of the responsibility for compliance with Site Plan, 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. 1 UWIN Ur L Ur,L1NJASU1tY Bay Road,Queensbury, 742 NY 12804-5902 (518)761-8201 F.P. 43 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060826 Application Number. A20060826 Tax Map No: 523400-226-019-0001-042-000-0000 Permission is hereby granted to: DAVID WILCOX For property located at: 26 FOREST Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: DAVID WILCOX VICTORIA ZELDIN Garage-2 Cars Attached 4 SARADALE Ave Single Family Dwelling $115,000.00 LOUDONVILLE, NY 12211-2330 Total Value $115,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2006-826 893 SQ FT SINGLE FAMILY DWELLING 576 SQ FT ATTACHED GARAGE AND 216 SQ FT SCREENED PORCH (FIREPLACE NOT INCLUDED BUT MAY BE ADDED IN THE FUTURE) $164.76 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,December 01,2007 (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 Toeensb , F ' a ,December 01, 2006 SIGNED BY for the Town of Quccnsbury. Director of Building& de orcement , Z2C • /41 ._/ — /k USE ONLY ' • _ I TAX MAP Ns� PERMIT NO. D6--826 . . a FEES: PERMIT i •- R RE TI N ENGINEERING NOV 0 9 X006 (If applicable) �- 11 �1LI.:_. Js. "'URy i PRINCIPAL STR CTURE: --_ APPLICATION F R 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: 4Ujh /t2//_ cto A OWNER: IW LJ/L-(4X�4 ///c/ Zzz D/A/ ADDRESS: y-._54P-A-br4Lr 4N , 14 /tN -113 y ('2,2 I / ADDRESS:,2l1 F g275 r-RD 113 - I)/)/ /67 PHONE NOS. /— (.; - 32 Yb ) iJG�5—J'7 `j PHONE NOS. 6-5 `3 2`7 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: I'4t (.t 4ez) t PHONE: 6S6 32-1-44 LOCATION OF PROPERTY: 16 ro, sr £O , /1SSE7poL yAIN%, A) o!= 01, F/o_secJ/ZJ) SUBDIVISION NAME: I PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOURZ O cC 0 6 0 10) PROJECT O ~ O O r., w LL O <C O F w 0 '2OLL LL W Q 22 O* ` J4 z 0 < :-ccoo i�u/i OIL F- 0 I.6 �� l r✓ SINGLE FAMILY 1. ///4/ .71/C/ 7 3 27 '6, 11 •-•-- TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR Ib INDUSTRIAL n lY H. ATTACHED() r/ GARAGE(11 3 ) � 7 6 7 (c, (� OTHER Sc,t:crr Lel '+^ rye'-'t 1 4,. I . t l trig 6M.s p , &:./ ., CITown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 </ 1,tc,( — ,.rte- cez-b4A-`e- 0,,,,, '4(4 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 4/7 Lw 0 FUEL TYPE: A)�/z HEAT TYPE? NON *HOW MANY FIREPLACE(S) U AND/OR WOODSTOVES(S): ZONING CATEGORY: LL - ! / ARE THERE WETLANDS ON THIS SITE? No IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: SEA 1..5U/V,34 L lzcs/ c:Ne- ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /1/0 ARE THERE EASEMENTS ON PROPERTY? /tic, *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office 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 statement/description 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 prior to issuance of a certificate of occupancy. I have read and agree to the above. `Signed' 7,7 above. ii // 00 • Director of Building & Codes: 761-8256(for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes@queensburv.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218(for questions regarding www•queensburv.net required permits, the permit process, application requirements or to schedule an appointment) This application/proposed action described Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: ZONING APPROVAL DATE BUILDING&CODES APPROVAL DATE d CITown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arriv . • am/p Depart: _am/pm Date Inspection request received: _ Insp is Initials: Jo`"(/_ NAME: C1 L 3- PERMIT#: LOCATION: t—c*RE.fir ti2�j _ DATE: trV i ( 7 TYPE OF STRUCTURE: / Comments Yes No N/A 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 Guards at stairs,decks,patios 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 Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector 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 sq.ft.vents Bathroom Fans, if no window /p Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade 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 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Cii.:r: , hWe VAC .Al Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc Septic 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,J1NY. 12804 Inspector's Initials: _ �i/ri f,��6 S/ NAME: �l/� /XI PERMIT NOV: ((f'/ /(� ( > LOCATION: -2 Or(�� ( 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. Absorption Field: Total length ft. Len•th of each trench _ ft. De.th of trenches —ft. Size of Stone Seepage Pits: Number Size: __. x - Stone Size: Pi.in. _ Size Type Building to tank Tank to Distribution Box Distribution Box to Field / Pit [Opening Sealed: Y / N/ Partial End Cap -- Inlet/Outlet Pipes &Baffles 1 _Y_ N Location / Separations — Foundation to tank _ ft. Foundation to absorption ft. Servation of Pits_ ft. Conforms as per Plot Plan Y___ N EngjDeer Report and As-Built =Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 7— 7/G -- Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: f`mak am/ ni Depart: _am/pm Date Inspection request received: 1/7 V / Inspector's Initials: J(Gf/ NAME: LAI i l0 X PERMIT#: 06z— - LOCATION: '2—(o4c-v2—C S J2_(1 A Q DATE: 1 3 Off TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location / Fresh Air Intake Y,' 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete V Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade -li:/// Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall 1/ Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers ✓/ Grade away from foundation 6 inches with 10 feet [1/ 6 inch clearance to sill plate i `/ Gas Valve shut-off exposed/regulator 18 inches above grade 1/ Interior privacy/trim/doors/main entrance 36 inches f • Bathroom/Kitchen watertight f Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector //' Attic access 30 inches x 22 inches x 30 inches(height)in accessible area i/ Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq. ft.vents /,.- Bathroom Bathroom Fans,if no window ✓ Plumbing fixtures / _ f Foundation insulation / /4/Floor truss, draft stopping finished basement 1,000 sq. ft. / Emergency egress below grade ✓ Gas Furnace shut-off within 30 feet or within line of site / Oil Furnace shut-off at entrance to furnace area ,J Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 i / Enclosed Stairs Sheetrock Underside minimum%/2"Gypsum Basement stairs closed rise>4 inches1.7.-/ Garage Floor Pitched _ Z Garage fireproofing/3/a hour fire door/door closer17J Duct work Sealed properly Gas Logs in Sealed o Cas }closure /; 7 Final Electrical / (/ -7 aZ' i 1�- Final Survey Plot Plan / rt f iet _ r'/u,9-L -dk As Built Septic System/Sewer Dept. Inspection Sticker ,/ Site Plan /Variance required Flood Plain Certification, if required ��� 4P-r/ - �� Okay to issue C/C or C/0 [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No... N2 2350 Cut-in Card No..................................... Owner.......... .........6C I L-6�- .................... ............................. Location.1*02 ..................................................................i.e**............... 6... D,,?.� ...................................... Installation Consisting of... ....................... .................. .6......... ..... r , 72�� ............................................. .��t i........H...............................11'............ .................... .................................I..........................................I..................................... ................................ I � 6............................................................................................................................I............ Installed By............I........&41YV_� ...................................................................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 privilegef akin 1 ctions at any time, and if its . ZiMlv rules are violated,the Company shall have the right to �ithis ertific te. Date....!��t�7................... INSPECTOR........q.e ��v XISI�2' . ............................................. Member N.F.P.A.,I.A.E.I. Report I? r Septic Inspectionpo Office No. (518) 761-8256 Date Inspect request received: Queensbury Building &Code Enforcement Arrive: ,� am/pyn Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspect1)7 r's Initials: ',/1'– NAME: bt) (,OX PERMIT NO.: 06 ,674' LOCATION: l-c-^} INSPECT ON: '7 "15(j C �} RECHECK: Comments and/or diagram Soil Type: Sand / Loam/ Clay Type of Water: Municipal/ Well Water _ Waterline separation distance _ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length 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/ Partial End Cap Inlet/Outlet Pipes &Baffles —Y N Location / Separations _ _Foundation to tank ft. RMICI Foundation to absorption ft• ---•– Separation of Pits ft G e7) Conforms as per Plot Plan —Y N / 4/ft C G ec Engineer Report and As-Built .Y N Location of System on Property: Front Rear Left Side Right Side rieoV10 C eyt) , f ffie 01/4 L— Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Septic Inspection Report Office No. (518) 761-8256 Date Ins iQ r uest received: Queensbury Building &Code Enforcement Arrive: am/prnpey.part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspect s I itials: L1 ,{ O' -i' - NAME: '�' /( C PERMIT NO.: P1/?-- LOCATION: Fr 1-41 INSPECT ON: 7(2 5 '/ZC- o 7 RECHECK: Comments and/or diagram Sal Type: Sand / Loam/ Clay oO Type of Water: Municipal/ Well Water / - _ nivz. . 3,772- ? Waterline separation distance ft. ' Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y/ N/ Partial End Cap Inlet/Outlet Pipes &Baffles _Y N Location/ Separations _Foundation to tank ft. Foundation to absorptionft. AP ���jr- Separation Pits ft. 44(0, �/�y� -/Aktt- � �G Conforms ass per Plot Plan Y—N /(/ v% Engineer Report and As-Built ____Y—N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: 4 proved 1 artial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Septic Inspection Report Office No. (518) 761-8256 Date Inspe5tion equest received: Queensbury Building &Code Enforcement Arrive: 5,,b am/ppi Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: W i SCK PERMIT NO.: ` C 2-Ce LOCATION: feRZ--S 7 '.) INSPECT ON: -7/: %/c ' RECHECK: Comments and/or diagram Soil Type: Sand KT Type of Water: Muni ' I / Well W219pi Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Co ft. Length of each trench ft. Depth of trenches 1 a"` ft. Size of Stone 4, j -p S - Seepage Pits: Number Size: -T-- Stone Size: .. Piping ` /� Uv Building to tank �re z s , Tank to Distribution Box a K Distribution Box to Field/ Pit / (,(v„p L. 110 Opening Sealed: Y/ N/ Partial End Cap Inlet/Outlet Pipes&Baffles Y N Location/ Separations _Foundation to tank (- filet . ft. Foundation to absorption << '4' ft. b E/,//ie— Separation of Pits ! ft. Conforms as per Plot Plan _IN Engineer Report and As-Built —Y ✓ N ig n i ed . .i e26 V/1-z-- Location /1-'—Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear stem - .tus: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: 1' NAME: tJiko2c LOCATION: 2_6 4>e5-71 Rri PERMIT#: D6 " ,s/2 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review e survey has b e : Craig B , Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMSU'inal Survey Zoning Administrator.doc N i s -f R c,�,i /-D lA.% C hitt ! T -&w. 1 111.1ft# Town of Queensbury Fire Marshal 4,0 742 Bay Road Queensbury,NY 12804 L� 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or spec cations is allowed. Permit# 0(1 e Schedule Inspection tk d Time7:0 J am pm anytime Inspecto ' /c v Name � \L C'L'' Address " ��n I f"�) Rough In Final Appliance Manufacturer Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated r _ Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) 0/1) i f y c'� Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement (if LP) White—)ming Dept Yellow—Customer Pink—Fire Marslwl . ---/-i . 6--ida,,i- .... _ _ 6 0 7r./ Rough Plumbing / Ins lation Inspectio Rep Office No. (518) 761-8256 Date Inspection r quest received: Queensbury Building & Code Enforcement Arrive:2 -am/ m ...spart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: s 2 NAME: ai ca PERMIT #: 1::: gs LOCATION: S l�` ,1". INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates I Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test (A1,4-61.. v' ,n 2 Drain / Vent Air / Head ft. C6---11_ jR-�5 P.S.I. or 10 above highest connection for 15 minutes Pressure Test Water Supply Piping :428 . 50 P.S.I for 1• minutes Insulation L.., idential Check/ Commercial Check ' /_ Pros er__Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace uct work sealed properly / No duct tape - -7 r- A1,,,, , „,,.., ,___, - 7( COMMENTS: N -.0-sq< 40 4 71'\` - RO-C5 'o1 Arc �c)-(-) (.b L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Numbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report 2 c f Office No. (518) 761-8256 Date Inspe ion rrs uest received: Queensbury Building&Code Enforcement Arrive: (/5am/P epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspectors Initials: ..yr- NAME: 1GNAME: ( 1—C c) PERMIT#: , _ 2 LOCATION: c-17 -- 7- 4_,A) INSPECT ON: 5/2 c( 07 TYPE OF STRUCTUI Y N N/A COMMENTS Framing Attic Access 22"x 30" minimum /1/4r�t-e--- (oLL S )&5 Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour F. e wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/walI Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# (4..9 Schedule Inspection . .--17-1-((C'7 Time am pm anytime Inspector c 4C Name ; c_i,W Address f---02(:--"37" 4j Rough InFinal__ Appliance Manufacturer Model# Direct Vent Factory Built Chimney Flue Siete Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) MantelP6/ef 6/° L/ / )G� 5 Height above f/p opening 1U P Witness Operation Tank Placement (if LP) 6,1<5 Lbg White—Badlding Dept. Yellow-Customer Pink—Flre Marshal y Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection recuest received: Queensbury Building & Code Enforcement Arrive: /L). am/pin Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: /J;icoy . PERMIT #: LOCATION: 47� J. INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / N.it Plates r 4wei - . .' . ' -n Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head c/ 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 _ Proper Vent, Attic Vent _ Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspec ion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: Z • am/p mart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: "J NAME: PERMIT #: -c8 LOCATION: 2 INSPECT ON: 512.Z 1 TYPE OF STRUCTURE: Y N/A Rough Plumbing / Nail Plates /,,v 5 q-e_ Plumbing Vent/ Vents in Place A1 1/2 inch minimum Drain Size q-s Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test r-in / Vent Air/ Head •.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 _ Proper Vent, Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:Tam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 -/O .1jv,01y 2/ //c- 1b7 Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date Insp Teti recipes r eived:, Queensbury Building&Code Enforcement Arrive: - , ani' Dep. ..: _ a . . 742 Bay Road,Queensbury,NY 12804Inspector's Ini , NAME: /A}t. /CC? PERMIT#: / / LOCATION: 2 6/r _ '/__eC . INSPECT ON: . TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 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 Headroom 6 ft. 8 in. Notches/ Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses .• • ' • Anchor : _ .. . . - on center ce and water shield 24 inc.es from wall �f lie sL�arati�i , hour ` Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 shade Framing/ Firestopping Inspection Report1 S ' Office No. (518) 761-8256 Date Inspection quest received: + Queensbury Building&Code Enforcement Arrive:7) m/p Dart: .m/.m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: s3epp NAME: A/21� , PERMIT#: 0 . 74, LOCATION: 2(G ,_e��' `b , INSPECT ON: 1,�(f 7 TYPE OF STRUCTURE: Y N t/A COMMENTS Framing / --Attic Access 22"x 30" minimum J /.1)--,r-A.1, u C .,;/C (/F l Jack Studs/ Headers • Bracing/Bridging L2.417C 6- C N7 Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour • Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518)761-8256 Date Ins,�do request received: •Ica .c)t C-00 7 Queensbury Building&Code Enforcement Arrive:`1' arn/pnt pc Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 66 ,NAME: / 0/./ w PERMIT#: '����� LOCATION: _Z EWEr iYWAWINSPECT ON: 7//f r TYPE OF STRUCTURE: v \/(6t b23 % Cry 7 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 Dampproofmg Foundation Waterproofmg 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 Forms\foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report J Office No. (518)761-8256 Date Insyection request received: i - I(a -al Queensbury Building&Code Enforcement Arrive: ,J!5 _am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: -J NAME: �,NA u�`v I (1- PERMIT#: ;A/04 --&-J-6 LOCATION: .?.(Y Fti`i-CrRet ' L" INSPECT ON: i - /W -67 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. Li . s� •Ilse on site. 1 - ek Iratioiltrai* Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing ,\i Footing Drain Daylight or Sump S'/./ Footing Drain Stone: 12 inch width 6 inches above footing for wet areas under slab C Backfill Approva Y 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 Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Jo - fa_ -T or, /11/ / Foundation Inspection Report Office No. (518)761-8256 Date Inspection rOtest received: Queensbury Building&Code Enforcement Arrive: /a'G` pDepart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �C� NAME: alC&aePERMIT/ #: 0 -- g LOCATION: .7 /..-C > RI`S V/ INSPECT ON: • TYPE OF STRUCTURE: Comments / � Y N N/A Footings �, /(P ✓ � 1� Piers t . -" 1 Uevy Monolithic Slab Reinforcement in Place –5- 4., ( The contractor is responsible for f 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 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 Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM AS PER i TN RECORD NORE ENCE M / UN(DEVELOPE N1146'E 250'-L- TO LAKE GEORGE /ACANT LOT 'E 71.22' W 0) N_ N WATER SUPPLY (/) FROM SHORE COLONY WATER DISTRICT I __—_— S11 46'W — _ _ 118.41' S14'11'W 69.09' EXISTING OON ®I TI ON S SCALE: 1 " = 30' TH AS PER RECOMRADRNREFERENCE APPROXIMATE COVER MATERIAL LIMITS 1-1/2- HDPE FORCE MAIN PUMP PIT W/ N1146E PUMP ASSEMBLY ,02 119.57' SEPTIC TANK 10' ® 1,250 GAL. (MIN.) O T. P. 4" BLDG. SEWER O25' MIN. SETBACK LINE O W r 21 I 1 i C) SEASONAL 2nd STORY 25' MINIMUM SETBACK LINE FENCE: WOVEN WIRE, 14 1/2 GA. PORCH=� SCREENED PORCH — — — — — — — — — — — � �1 �I I FUTURE M PROPOSE T140N OR APPROVED EQLIAL HOUSEON FRo PREFABRICATED UNIT: GEOFAa,B, -� v�E — GARAGE LIQ U - UNDISTURBED GRADE �I M�I�•SEo I 1 "I I d 0 ----� 1 II ORIGINAL SE II I� Ij 2I DEMOLISHED NI----------==------ IN 30' MINIMUM SETBACK UNE W 0) N_ N WATER SUPPLY (/) FROM SHORE COLONY WATER DISTRICT I __—_— S11 46'W — _ _ 118.41' S14'11'W 69.09' EXISTING OON ®I TI ON S SCALE: 1 " = 30' TH AS PER RECOMRADRNREFERENCE APPROXIMATE COVER MATERIAL LIMITS 1-1/2- HDPE FORCE MAIN PUMP PIT W/ N1146E PUMP ASSEMBLY ,02 119.57' SEPTIC TANK 10' ® 1,250 GAL. (MIN.) O T. P. 4" BLDG. SEWER O25' MIN. SETBACK LINE O i N1TP '_E 71.22; / A -- --� ELJEN TRENCH SYSTEM (3) 36 FT. LATERALS 7,T 108 LF TOTAL O T.P.#7 O yA' m _ N L_-- SFo I 111 5 GK IIC SeDF/�o 3D' MINIMUM SETBACK LINE — — — — — — .1 EfBP SySR,yc UTURE �� INFILTRATION D1 MINIMUM icy WELL w I TRENCH AT \ 1DQ 15 SILT FENCE DRIP EDGE MI (SEE DETAIL) WATER SUPPLY �" N -------- - ---- ^ _ 5 FT FROM SHORE GRASS SWALE MIN COLONY WATERS , DEPRESSION '.s T Dl�sr cr.,,, ----------------- -- WOVEN WIRE FENCE 14 1/2 GA. MIN.,MAX._ 6" MESH SPACING) WITH FILTER CLOTH OVER FLOW LW -- � EMBED FILTER CLOTH MIN. 6" INTO GROUND EXIS77NG WELL EXIS77NG WELL —36" MIN. FENCE POST W r 21 f TOP OF TANK [SCREENED/ POSTS: STEEL EITHER "T" OR "U" J SEASONAL 2nd STORY . FENCE: WOVEN WIRE, 14 1/2 GA. PORCH=� SCREENED PORCH 6" MAX. MESH OPENING ml I L-- FILTER CLOTH: FILTER X,— �1 �I I FUTURE M PROPOSE T140N OR APPROVED EQLIAL HOUSEON FRo PREFABRICATED UNIT: GEOFAa,B, -� v�E — GARAGE UNDISTURBED GRADE M�I�•SEo I "I I d 0 ----� i N1TP '_E 71.22; / A -- --� ELJEN TRENCH SYSTEM (3) 36 FT. LATERALS 7,T 108 LF TOTAL O T.P.#7 O yA' m _ N L_-- SFo I 111 5 GK IIC SeDF/�o 3D' MINIMUM SETBACK LINE — — — — — — .1 EfBP SySR,yc UTURE �� INFILTRATION D1 MINIMUM icy WELL w I TRENCH AT \ 1DQ 15 SILT FENCE DRIP EDGE MI (SEE DETAIL) WATER SUPPLY �" N -------- - ---- ^ _ 5 FT FROM SHORE GRASS SWALE MIN COLONY WATERS , DEPRESSION '.s T Dl�sr cr.,,, ----------------- -- WOVEN WIRE FENCE 14 1/2 GA. MIN.,MAX._ 6" MESH SPACING) WITH FILTER CLOTH OVER FLOW LW -- � EMBED FILTER CLOTH MIN. 6" INTO GROUND EXIS77NG WELL EXIS77NG WELL —36" MIN. FENCE POST q POSTS: STEEL EITHER "T" OR "U" TYPE OR 2" HARDWOOD co . FENCE: WOVEN WIRE, 14 1/2 GA. } s LJ 6" MAX. MESH OPENING C> ca LLJ FILTER CLOTH: FILTER X,— LA ,-, `Q v I\j Q 20" MIN. Q3 q.7 T140N OR APPROVED EQLIAL PREFABRICATED UNIT: GEOFAa,B, -� 4 UNDISTURBED GRADE 16" MIN. US i _ tlJ SECTION C- CONSTRUCTION NOTES FOR FABRICATED SILT FENCE = _ 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 906Q E 6 EQUAL FENCE, OR APPROSED {'4 WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE. MAX. 6" MESH SPACING) 10' MAX. CENTER TO CENTER 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND. ry P,O`tr PERSPECTIVE VIEW SILT FENCE f NOT TO SCALE SOILS INVESTIGATION: TEST PTS — TEST PITS WERE EXCAVATED IN THE AREA OF THE PROPOSED FIELD ON APRIL 2, 2006. THE FOLLOWING SOILS PROFILE WAS RECORDED: DATE: APRIL 2, 2006 RECORDED BY: DENNIS MACELROY T.P.# 1 0 — 10" TOPSOIL, ORGANIC MATERIAL 10" — 48" FINE SANDY LOAM, BROWN, SOME SMALL COBBLES, ROOTS TO 15" 48" — 72" FINE SILTY SAND, GRAYISH BROWN WATER SEEPS © 52" WATER AT 65" AFTER 45 MINUTES — PUDDLED AT TRENCH BOTTOM NO BEDROCK FOUND T.P.# 2 0 — 9" TOPSOIL, ORGANIC MATERIAL -- 9" — 49" FINE SANDY LOAM, BROWN, SOME SMALL COBBLES, ROOTS TO 15" 49" — 73" FINE SANDY LOAM, SLIGHT GRAYISH BROWN WATER SEEPS Q 52" NO BEDROCK FOUND PERCOLATION TESTS —TWO PERCOLATION TESTS WERE CONDUCTED WITHIN THE AREA OF THE ABSORPTION FIELD. THE FOLLOWING RESULTS WERE RECORDED. DATE: APRIL 2; 2006 CONDUCTED BY: DENNIS MACELROY TEST # 1 —20 MIN./INCH STABILIZED RATE TEST # 2 —19 MIN./INCH STABILIZED -RATE S14'11'W 69.09' --- NOTE: - - -- --- - -i---_ -- - ----------- NO - _ NO EXISTING NEIGHBORING DRILLED 12" HDPE — -- - — -- ---- WELLS ARE CLOSER THEN 100 FT. FORES R ® CULVERT FRON THE PROPOSED WASTEWATER --------------------------------------- ----------- SYSTEM. SCALE: 1 " = 30' LE ND: MIN. DENOTES MINIMUM T.P. DENOTES TEST PIT P. T. DENOTES PERC TEST HDPE DENOTES PLASTIC PIPE MAP REFERENCE, DENOTES DIRECTION OF GRADIENT PROPERTY BOUNDARIES AS SHOWN TAKEN FROM MAP ENTITLED: "MAP OF A SURVEY MADE FOR DAVID H. WILCOX & VICTORIA T. ZELDIN" DATED JULY 9, 1992 AS PREPARED BY VanDUSEN & STEVES, LAND SURVEYORS SITE LOCATION MAP SCALE: 1" = 2,000' EROSION CONTROL AND GRADING NOTE-q-- 1) OTEc1) WHENEVER PRACTICAL, EXCAVATION WORK SHALL BE DONE IN PHASED WORK ZONES SO AS NOT TO EXPOSE LARGE AREAS OF UNVEGETATED GROUND AT ANY TIME. EXCAVATED SLOPES SHALL BE BROUGHT TO ROUGH GRADE, TOPSOILED AND IMMEDIATELY SEEDED AND MULCHED. 2) IMMEDIATELY AFTER GRADING, DISTURBED AREAS WHICH WILL NOT RECEIVE PAVING OR OTHER PERMANENT COVER SHALL BE TOPSOILED (4" MIN. DEPTH) AND SEEDED BY HAND OR HYDROSEEDING. 3) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. 4) TEMPORARY APPLICATIONS OF RYE GRASS AND MULCH SHALL BE APPLIED UNFINISHED FOR EXTENDED PERIODS OF TIME, WHICH ARE SCHEDULED FOR LANDSCAPING. 5) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. 6) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 7) EROSION CONTROL BLANKETS SHALL BE APPLIED TO ANY AREA DISPLAYING EROSION -DUE TO CONCENTRATED STORMWATER RUN-OFF. 8) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. 9) CENTERLINE OF LAWN AREA DRAINAGE SWALES SHALL RECEIVE AN APPLICATION OF EROSION CONTROL BLANKETS, WHERE SHOWN. BLANKETS SHALL BE CURLEX EXCELSIOR, "QUICK GRASS/ QUICK MOW', AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY, OR EQUAL. BLANKETS SHALL BE AFFIXED TO GROUND WITH METAL STAPLES AS PROVIDED BY MANUFACTURER. 10) BARRIERS SHALL REMAIN IN PLACE UNTIL NEW SEEDING HAS SUFFICIENTLY GROWN TO STABILIZE COMPLETED EXTRA WORK. 11) EROSION CONTROL BLANKETS (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL SLOPES GREATER THAN 3:1 OR AS OTHERWISE SHOWN ON SITE PLANS. AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U -SHAPED STAPLES, 2 STAPLES PER SQUARE YARD. - 12) MAINTENANCE PROGRAM: ALL EROSION CONTROL MEASURES TO BE INSPECTED DAILY FOR PROPER FUNCTIONING. ANY DAMAGED OR - NONFUNCTIONING DEVICES SHALL BE REPLACED IMMEDIATELY. NO EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED WITHOUT APPROVAL OF SITE INSPECTOR. 13) CONTRACTOR TO FOLLOW EROSION CONTROL PROCEDURES DURING CONSTRUCTION AS OUTLINED IN THE NEW YORK STATE GUIDELINES- FOR URBAN EROSION AND SEDIMENT CONTROL. 14) EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON N.Y. STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT MAY BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING -UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. BUILDING PERMIT PLOT PLAN FOR WILCOX-ZELDIN RESIDENCE 26 FOREST ROAD TAX MAP SECTION No. 226.19, BLOCK 1, LOT 42 TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK AS NOTED OCTOBER 24, 2006 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP ROUTE 146 CLIFTON PARK, N.Y. 12065 (51 s) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SHEET 1 POSTS: STEEL EITHER "T" OR "U" TYPE OR 2" HARDWOOD yD . FENCE: WOVEN WIRE, 14 1/2 GA. } s LJ 6" MAX. MESH OPENING -fD- :.7 S -1.' ._0 ce) FILTER CLOTH: FILTER X,— MIRAFI 10OX. STABIUNKA i (n -r T140N OR APPROVED EQLIAL PREFABRICATED UNIT: GEOFAa,B, -� 906Q E 6 EQUAL FENCE, OR APPROSED {'4 WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE. MAX. 6" MESH SPACING) 10' MAX. CENTER TO CENTER 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND. ry P,O`tr PERSPECTIVE VIEW SILT FENCE f NOT TO SCALE SOILS INVESTIGATION: TEST PTS — TEST PITS WERE EXCAVATED IN THE AREA OF THE PROPOSED FIELD ON APRIL 2, 2006. THE FOLLOWING SOILS PROFILE WAS RECORDED: DATE: APRIL 2, 2006 RECORDED BY: DENNIS MACELROY T.P.# 1 0 — 10" TOPSOIL, ORGANIC MATERIAL 10" — 48" FINE SANDY LOAM, BROWN, SOME SMALL COBBLES, ROOTS TO 15" 48" — 72" FINE SILTY SAND, GRAYISH BROWN WATER SEEPS © 52" WATER AT 65" AFTER 45 MINUTES — PUDDLED AT TRENCH BOTTOM NO BEDROCK FOUND T.P.# 2 0 — 9" TOPSOIL, ORGANIC MATERIAL -- 9" — 49" FINE SANDY LOAM, BROWN, SOME SMALL COBBLES, ROOTS TO 15" 49" — 73" FINE SANDY LOAM, SLIGHT GRAYISH BROWN WATER SEEPS Q 52" NO BEDROCK FOUND PERCOLATION TESTS —TWO PERCOLATION TESTS WERE CONDUCTED WITHIN THE AREA OF THE ABSORPTION FIELD. THE FOLLOWING RESULTS WERE RECORDED. DATE: APRIL 2; 2006 CONDUCTED BY: DENNIS MACELROY TEST # 1 —20 MIN./INCH STABILIZED RATE TEST # 2 —19 MIN./INCH STABILIZED -RATE S14'11'W 69.09' --- NOTE: - - -- --- - -i---_ -- - ----------- NO - _ NO EXISTING NEIGHBORING DRILLED 12" HDPE — -- - — -- ---- WELLS ARE CLOSER THEN 100 FT. FORES R ® CULVERT FRON THE PROPOSED WASTEWATER --------------------------------------- ----------- SYSTEM. SCALE: 1 " = 30' LE ND: MIN. DENOTES MINIMUM T.P. DENOTES TEST PIT P. T. DENOTES PERC TEST HDPE DENOTES PLASTIC PIPE MAP REFERENCE, DENOTES DIRECTION OF GRADIENT PROPERTY BOUNDARIES AS SHOWN TAKEN FROM MAP ENTITLED: "MAP OF A SURVEY MADE FOR DAVID H. WILCOX & VICTORIA T. ZELDIN" DATED JULY 9, 1992 AS PREPARED BY VanDUSEN & STEVES, LAND SURVEYORS SITE LOCATION MAP SCALE: 1" = 2,000' EROSION CONTROL AND GRADING NOTE-q-- 1) OTEc1) WHENEVER PRACTICAL, EXCAVATION WORK SHALL BE DONE IN PHASED WORK ZONES SO AS NOT TO EXPOSE LARGE AREAS OF UNVEGETATED GROUND AT ANY TIME. EXCAVATED SLOPES SHALL BE BROUGHT TO ROUGH GRADE, TOPSOILED AND IMMEDIATELY SEEDED AND MULCHED. 2) IMMEDIATELY AFTER GRADING, DISTURBED AREAS WHICH WILL NOT RECEIVE PAVING OR OTHER PERMANENT COVER SHALL BE TOPSOILED (4" MIN. DEPTH) AND SEEDED BY HAND OR HYDROSEEDING. 3) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. 4) TEMPORARY APPLICATIONS OF RYE GRASS AND MULCH SHALL BE APPLIED UNFINISHED FOR EXTENDED PERIODS OF TIME, WHICH ARE SCHEDULED FOR LANDSCAPING. 5) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. 6) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 7) EROSION CONTROL BLANKETS SHALL BE APPLIED TO ANY AREA DISPLAYING EROSION -DUE TO CONCENTRATED STORMWATER RUN-OFF. 8) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. 9) CENTERLINE OF LAWN AREA DRAINAGE SWALES SHALL RECEIVE AN APPLICATION OF EROSION CONTROL BLANKETS, WHERE SHOWN. BLANKETS SHALL BE CURLEX EXCELSIOR, "QUICK GRASS/ QUICK MOW', AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY, OR EQUAL. BLANKETS SHALL BE AFFIXED TO GROUND WITH METAL STAPLES AS PROVIDED BY MANUFACTURER. 10) BARRIERS SHALL REMAIN IN PLACE UNTIL NEW SEEDING HAS SUFFICIENTLY GROWN TO STABILIZE COMPLETED EXTRA WORK. 11) EROSION CONTROL BLANKETS (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL SLOPES GREATER THAN 3:1 OR AS OTHERWISE SHOWN ON SITE PLANS. AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL U -SHAPED STAPLES, 2 STAPLES PER SQUARE YARD. - 12) MAINTENANCE PROGRAM: ALL EROSION CONTROL MEASURES TO BE INSPECTED DAILY FOR PROPER FUNCTIONING. ANY DAMAGED OR - NONFUNCTIONING DEVICES SHALL BE REPLACED IMMEDIATELY. NO EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED WITHOUT APPROVAL OF SITE INSPECTOR. 13) CONTRACTOR TO FOLLOW EROSION CONTROL PROCEDURES DURING CONSTRUCTION AS OUTLINED IN THE NEW YORK STATE GUIDELINES- FOR URBAN EROSION AND SEDIMENT CONTROL. 14) EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON N.Y. STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL. IT MAY BE NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING -UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. BUILDING PERMIT PLOT PLAN FOR WILCOX-ZELDIN RESIDENCE 26 FOREST ROAD TAX MAP SECTION No. 226.19, BLOCK 1, LOT 42 TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK AS NOTED OCTOBER 24, 2006 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP ROUTE 146 CLIFTON PARK, N.Y. 12065 (51 s) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SHEET 1