Loading...
2015-272 TOWN OF QUEENSBURY fi 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20150272-42068 Date Issued: Monday, October 29, 2018 This is to certify that work requested to be done as shown by Permit Number P20150272-42068 has been completed. Tax Map Number: 309.17-1-17.2 Location: 27 SILVER CIR Owner: 27 Silver Circle LLC Applicant: Gross Electric This structure may be occupied as a: New Commercial Storage Bldg. 10,800 s.f. By Order of Town Board (SP 14-15) TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, (- 44.494 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150272 Application Number: A20150272 Tax Map No: 523400-309-017-0001-017-002-0000 Permission is hereby granted to: 27 SILVER CIRCLE LLC For property located at: 27 SILVER Cir 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: 27 SILVER CIRCLE LLC 27 SILVER C1r New Commercial Building $250,000.00 QUEENSBURY NY 12804-0000 Total value $250,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency ROZELL INDUSTRIES 129 PARK Rd OUEENSBURY.NY 12804-0000 Plans&Specifications 2015-272 (SP 14-15) New Commercial Storage Building 10,800 s.f. $2,484.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 06, 2016 (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 T fiof t n ryY4 y,July 06, 2015 SIGNED BY 4for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION d Office Use Only I 1)I _- LS.. DATE June 24, 2015 r" Received Tax Map ID 5c9 . 11- - 15.2- TAX S•LTAX MAP ID = M d "IN ti 4 ZIJI: Permit No. Zot 5-21Z & COD. Permit Fee ZONING IN OF QU NS: Rec Fee JADING Site Plan# HISTORIC SITE Yes No Subdivision# SUBDIVISION NAME Lot# TOWN BD. RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS, INCLUDING SINGLE FAMILY DWELLINGS, DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED&MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. APPLICANT Joseph P. Gross/Gross Electric Inc OWNER 27 Silver Circle LLC ADDRESS 27 Silver Circle ADDRESS 27 Silver Circle Queensbury, NY 12804 Queensbury, NY 12804 PHONE/E-MAIL 5 18-792-0216 PHONE/E-MAIL 518-792-0216 CONTRACTOR COST OF CONSTRUCTION(ESTIMATED): $ 250,000.00 ADDRESS: BUILDING ADDRESS: PHONE/E-MAIL CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: Joseph P. Gross PHONE 518-361-0607 cd---eso feoze! , Inc) TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1St floor sq. ft. 2nd floor sq.ft. Total sq. ft. Height Single Family Two-Family Multi-Family (#of units ) Townhouse Business Office Retail - Mercantile Factory - Industrial Attached Garage (#of ) Other l'C���� /Cie(( 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business Proposed use of building or addition C4-U,ro Source of heat (circle one) Gas Appane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? Are there easements on the property? ND Site Information a. Dimensions or acreage of lot b. Is this a corner lot? N 0 c. Will the grade be changed as a result of construction Yes Y7 No d. Public water or Private well \1\ �- e. Sewer or Private Septic SystemAi 4- Value of all work to be performed (labor or materials) $ ,2SD God DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 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. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. 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: PRINT NAME: Joseph P. Gross DATE June 24, 2015 SIGNATURE: ✓ y P/72,V2L1 DATE June 24, 2015 FOR OFFICE USE ONLY Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014' INSPECTION WORKSHEET (BINS-007301-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:P20150272-42068Case Module:Permit Inspection Date:10/11/2018Inspection Status:Failed Inspector:John O'BrienInspection Type:Commercial Final Inspection Job Address:27 SILVER CIRParcel Number:309.17-1-17.2 QUEENSBURY, NY 12804 Contact TypeCompany NameName ContractorRozell Industries Inc.\[Rozell Industries Inc.\] , Granted Permission27 Silver Circle LLC\[27 Silver Circle LLC\] , ApplicantGross Electric\[Gross Electric\] , Primary Owner27 Silver Circle LLC\[27 Silver Circle LLC\] , Checklist ItemPassedComments Chimney / B Vent / Direct Vent LocationYES Plumbing Vent Through Roof/Roof completeYES Ext Finish /Grade Complete/6 in 10ft or EquivalentYES Doors 36 inch wLever Hand Panic Hardware, if reqYES Exits At Grade Or Platform 36 (w) x 44 (l)YES Gas Shut-off Exposed & Regulator (18) Above GradeYES Relief Valve ,Heat Trap/Water Temp 110 deg or lessYESHandicapped Bathroom -Install hot water tank and relief valve downspout within 6― of floor. H/C Bathroom Grab Bars /Sinks/Toilets/MirrorsYES-Existing bathroom must be converted into handicapped bathroom. See drawing provided by Ethan Hall. 9/24/18 Install handicapped toilet with flush handle on open side. Install 18" vertical grab bar as per Ethan's drawing. Install trap wrap on sink. Handicapped Bath/Parking Lot SignageYES-Install Unisex Handicapped Sign for bathroom on wall next to door, latch side 60― from floor to center of sign. Final Electrical / Flex Gas Piping BondedYES Site Plan Variance requiredYES Oct 11, 2018Page (1) INSPECTION WORKSHEET (BINS-007301-2018) Checklist ItemPassedComments As-built Septic System Layout RequiredNOSeptic System -Septic System not inspected it will need to be exposed and inspected by our office and the design professional. Provide a final report and as-built. 9/26/18 Septic System Not Approved - Provide Engineer's Report and As-Built Septic Plot Plan. 10/11/18 Final Inspection Not Approved -Received Final Structural Inspection Report Remaining Items: - Provide Engineer's Report (Tom Hutchins) and As-Built Septic Plot Plan. Engineer’s Approval. - Provide photos of septic system as discussed. NOTE: According to the plans the soils needed to be amended in order to slow the perc rate. I have to have the documentation that states it was done. Check with Tom Hutchins to see if he has any record of verifying the soils. If not he needs to do another perc test to verify the perc rate is not less than 1 minute. Bldg Num or Tenant Address on Bld or DriveYES Bldg Access All Sides 20ft Drivable SurfaceYES Engineer or Architect ApprovalYESEngineer’s Approval -Submit Engineer’s Structural Inspection Report for the building. Oct 11, 2018Page (2) INSPECTION WORKSHEET (BINS-007301-2018) Checklist ItemPassedComments OK to Issue C/ONO4/13/18 Final Inspection Not Approved Handicapped Bathroom -Install hot water tank and relief valve downspout within 6― of floor. -Existing bathroom must be converted into handicapped bathroom. See drawing provided by Ethan Hall. -Install Unisex Handicapped Sign for bathroom on wall next to door, latch side 60― from floor to center of sign. Septic System -Septic System not inspected it will need to be exposed and inspected by our office and the design professional. Provide a final report and as-built. Engineer’s Approval -Submit Engineer’s Structural Inspection Report for the building. 9/24/18 Final Inspection Not Approved - 9/24/18 Install handicapped toilet with flush handle on open side. Install 18" vertical grab bar as per Ethan's drawing. Install trap wrap on sink. Engineer’s Approval -Submit Engineer’s Structural Inspection Report for the building. Septic System -Septic System not inspected it will need to be exposed and inspected by our office and the design professional. Provide a final report and as-built. 9/26/18 Final Inspection Not Approved Septic System Not Approved - Provide Engineer's Report and As-Built Septic Plot Plan. Oct 11, 2018Page (3) INSPECTION WORKSHEET (BINS-007301-2018) Checklist ItemPassedComments Engineer’s Approval -Submit Engineer’s Structural Inspection Report for the building. 10/11/18 Final Inspection Not Approved -Received Final Structural Inspection Report Remaining Items: - Provide Engineer's Report (Tom Hutchins) and As-Built Septic Plot Plan. Engineer’s Approval. - Provide photos of septic system as discussed. NOTE: According to the plans the soils needed to be amended in order to slow the perc rate. I have to have the documentation that states it was done. Check with Tom Hutchins to see if he has any record of verifying the soils. If not he needs to do another perc test to verify the perc rate is not less than 1 minute. O'Brien, John (Inspector) Oct 11, 2018Page (4) 2-2, Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio q =- -ceive.. J r� Queensbury Building&Code Enforcement Arrive:V,- a p epart: \ : \Pa 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia mew- NAME: (IQ(-1" YOZS Of IT#: 15"- 2:12_ LOCATION: 2-1 S11 VeY C\'fLIA. INSPECT ON: C5b2-c. TYPE OF STRUCTURE: Citvryynn V- - '�` \UI3 17 Comments Y N N/A Footings \' 3 � ti�� \�' Piers ` Monolithic Slab V\r\ 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 ,t;, .. ,• 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plu nhing 3 ker Slab /1" C ik\-)l\\,). G-�� PVC/Cast/Copper Of Foundation Insulat'o uteri / erior R k© -o AA , \--; V7 �V7 L'. Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 1 Al, �<Srf :: Foundation Inspection Report --7n eJ . _ ; a Office No. (518) 761-8256 Date Inspection requ- ed: 7 0 3.p/.� flit Queensbury Building&Code Enforcement Arrive: ��A jrp i , Depart: '�✓�. W 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial--;/` NAME: Crit S 5 d&C, )-7 £ 4-e, Ci 1-6(. 'ERMIT#: CS/,(-•g 7 0)- LOCATION: /6 ( -e1 t t e_ ��' INSPECT ON: - o : �:_ - TYPE OF STRUCTURE: CV n•'1 nil Cii (cQ --_ 7/� /v0/i /010C S f Comments Y / I N N/A 6//1 4-1 Footings p� j p� Jonolithic ers 33a - sr 6' Slab . .einforcement in Pla e-i1C • The contractor is res.,. .. - 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 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report ( uv►_v� m ? MI) U Office No. (518) 761-8256 Date Inspection re. e -c= e. 1A11-12.045 Queensbury Building&Code Enforcement Arrive: = !1 a : . Depart: \2 a> / 742 Bay Rd., Queensbury,NY 12804 If Inspector's In' ': „ilk V i Z NAME: CIY�j S EC ' C, P14 IT#: �_ V1 LOCATION: 2-1 S ►VTC✓Grcstt.__.) INSPECT ON: M2-0.12-0A.5 TYPE OF STRUCTURE: CatYllereirCA,CIJ Comments Y_ N_ N/A b 1�l 33e1" J3�� Footings il 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. I\7/ 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 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 I SITE SOILS DATA I I TEST PITS VERTICAL DATUM: NAVD88 1 BENCHMARK TP -1 - 12/6/05 BY T. HUTCHINS P.E. CONTOUR INTERVAL = 1 FOOT '\ I - NUT AT POINTING ARROW . - - - -6" LIGHT BROWN MEDIUM SAND I ELEV. = 382.33 6-96" LIGHT BROWN COARSE SANG •\ - - - - - - NO MOTTLING OBSERVED, NO GROUNDWATER OBSERVED -16 - BROWN E T. HUTCHINS, P.E. 0-; 68" BROWN MEDIUM &COARSE SAND NO MOTTLING OBSERVED, NO GROUNDWATER OBSERVED 5 CIR'CLE -- - TP -11 - 10/14/13 BY T HUTCHINS, P.E. -- - _ 0-4" TOPSOIL 4-36" MEDIUM BROWN MEDIUM SAND C'1ILy 1J i" '� 36-96" BROWN COARSE SAND �7 Nem , 96-120" FINE GRAY SAND & SILT was 300.02 120-156" CRAY & BROWN VERY COARSE SAND .s CB NO MOTTLING OBSERVED, NO GROUNDWATER OBSERVED. - - SIT C fru . PERCOLATION TEST p CE' a LANDSAbleOF II 7 -ft 8 P QUAKER I REALTY, LLC PT -1 12/6/05 BY L HUTCHINS, PE �� 1 _I OI'RoN'rsisse , statists o� 4067/158 DEPTH = 24" t AypµALT 5� NCr _ 5 � 5 GAL PRESOAK - 2 71MED RUNS PERFORMED r a y PERCOLATION RATE OBSERVED: 11 SECONDS PER INCH --•f tIkd'. ��y,j -.\ ',,"'I 1 '� 5 se c s ArH INFILTRATION TESTS •'� res �� ` x 8 IT -1 - 2/2/12 BY T. HUTCHINS, P.E. ux< - PERFORMED IN BASE OF TP -2 an STABILIZED INFILTRATION RATE OBSERVED: 375 INCHES PER HOUR N - (21 -INCHES IN 3 MINUTES, 20 SECONDS) ' 1 ' ^ IT -2 - 2/2/12 BY T. HUTCHINS, P.E. asset I.. OFFICEG , 1 a LOCATION MAP 1 z mf BUILDIN PERFORMED IN BASE OF TP -3 WOODED a 1'S A - I 1 STABILIZED INFILTRATION RATE OBSERVED: 1 p 00 I c7 s' 145 INCHES PER HOUR S GENERAL PROJECT NARRATIVE g 51 I , ---` S ®®�. H -- I (23 -INCHES IN 9 MINUTES, 30 SECONDS) ZONING REQUIREMENT - PARCEL 309.17-1-17.2 -�` ®I - II. 1- J'O""` REQUIRED FOR WOODED ZONE - CLI (COMMERCIAL LIGHT INDUSTRIAL) • THIS PROJECT AMENDS SITE PLAN 62-2013, DATED SEPTEMBER 9, 31.0 ' � l ' 1. 30' DENSITY - I -ACRE PER PRINCIPAL USE/STRUCIURE D BY THE TOWN OF UEENSBURV PLANNING 2013, APPROVE Q -. pee - acoR - - Celle I GENE R T GENERATOR !ANDS NwF OF FRONT SETBACK - 50' BOARD ON NOVEMBER 19, 1013, WHICH HAS BEEN - 1 O P 1 DAVID COOK 6941969 SIDE SETBACKS - 30' SUBSTANTIALLY COMPLETED B STABILIZED. E i g 1 11 EH E / SH 1 COVER EL. 3781 GRAVEL COVER, REAR SETBACK -30' • SPECIFICALLY, A BOUNDARY LINE ADJUSTMENT IS PROPOSED --/ 1/JAR GILDING B ' ELECTRIC TRANsfoRMER LOT WIDTH -200' BETWEEN PARCELS 309.17-1-IZ2 & 15.2 TO ALLOW THE I (80'x200' BLDG) 65.6% NOES: NONE ROAD FRONTAGE -100' COMPLIANT CONSTRUCTION A NEW 85 -FT x 135 -FT BUILDING II TAXPARCEL 309.17-1-17.2 35' (4u''x170' 35' MAXIMUM BUILDING HEIGHT - 60' UPON THE REVISED PARCEL IZ2. ALSO AN ADDITIONAL 80 -FT x TO BE CONSTRUCTED ADJACENT I I 1 EXIST NGAREA REVISED AREA MINIMUM PERCENT PERMEABLE - 30% 200 -FT BUILDING IS PROPOSED d TO THE PREVIOUSLY APPROVED 80 -FT x 100 -FT BUILDING OVER 'I a 388,697 SQ. FT. 408,455 SQ. FT N�n01 P'Ats`CEC UNE I PROP. FIRE TRENCHES ®40' HYDRANT INAMENUEDSOILS PERCENT LANDSCAPED -15% PLANTING NOTES THE REAR PORTIONS OFPARCEL IZ2 • THE PROJECT SITE PRESENTLY HAS COVERAGE UNDER THE SPDES 1. PR07ECT EXISTING TREES INDICATED TO REMAIN FROM GENERAL PERMIT FOR STORMWATER DISCHARGES FROM PROP.-� SKINNING AND FILLING AROUND BASE. CONSTRUCTION ACTIVITY, GP -0-10-001, WITH PERMIT I.D. NYR SECURITY FENCE 2. LIMITS OF CLEARING CONSTITUTE A NO -WT BUFFER, ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED IOY230. AROUND THOSE AREAS AND VERIFIED BY TOWN OF • THE TWO NEWLY PROPOSED BUILDINGS WILL BE CONSTRUCTED LANDS N/F OF 3t?' QUEENSBURY COMMUNITY DEVELOPMENT STAFF. OVER EXISTING IMPERVIOUS PORTIONS OF THE SITE; NEW SILVER SPRINGVILLE LIMITED PARTNERSHIP J. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN STORMWATER INFILTRATION PRACTICES ARE PROPOSED FOR THE 1216/243 LAWN AREAS AND PROVIDE FINE GRADING. 85 -FT x 135 -FT BUILDING AND THE RECENTLY INSTALLED 4. AREAS INDICATED AS LAWN SHALL BE SEEDED MTH LOFTS TRIPLEX GENERAL MIX, OR APPROVED MIX, AT PRACTICES WILL MANAGE RUNOFF FROM THE ADDITIONAL 85 -Fr x A RATE OF 5 -LBS PER 1000 SF AND MULCHED WITH 200 -FF BUILDING. STRAW OR HYDROSEEDED. WOODED SITE SETBACKS- 27 SILVER CIRCLE, LLC - PARCEL 309.17-1-17.2 (AFTER BOUNDARY LINE ADJUSTMENT) EXISTING (BEFORE BIA) REQUIRED FOR EXISTING PROPOSED CLI ZONE 71' 71 (NO CHANGE) NORTH SIDE 30' 75.5' 97.6' 926' FRONT F 50' (OFFICE) (NO CHANGE) 30' 172.9' 31.7' 31.8' WEST SIDE 30' (WAREHOUSE/SHOP (OFFICE 173,490 SF COVER EL. 3781 GRAVEL COVER, ° EXPANSION) --/ TOTAL IMPERVIOUS 67.9' 31.0' EAST SIDE 30' (WAREHOUSE/SHOP (80'x200' BLDG) 65.6% NOES: NONE ) www.di,voci el.acwYork.... PERMEABILITY 35' (4u''x170' 35' REAR 30' BLDG) (NO CHANGE). SITE SETBACKS- 399 BIG BAY, LLC - PARCEL 309.17-1-15.2 L REQUIRED FOR EXISTING (BEFORE BIA) PROPOSED (AFTER B.LA) CLI ZONE FRONT 50' 71' 71 (NO CHANGE) NORTH SIDE 30' 75.5' (NO CHANGE) CHH SOUTH SIDE 30' 18' 18' (NO CHANGE) REAR 30' 172.9' 72.9' >k 1 1 L 1 ' �` LI LZ L2 I 1 80' X 180' BUILDING �1 ER CONSTRUCTION UND FF 382.5 ' u90°otl 30'2 AREA OF B.L. A. SETBAr ES 31.et 1 - I SITE DEVELOPMENT DATA - 27 SILVER CIRCLE, LLC - PARCEL 309.17-1-17.2 (AFTER BOUNDARY LINE ADJUSTMENT) PROP05ED LOT AREA: 9.38 -AC / 408,455 SF PROPOSED ADDITION TO _ _ 3 81°D W - 327:39'is AREAS EXISTING IMPERVIOUS PROPOSED ADDITION TO PROPOSED TOTAL AREAS IMPERVIOUSAREIIS IMPERVIOUSAREAS OFFICE BUILDING 4645 SF 800 SF 5445 SF WAREHOUSE BUILDINGS 46,135 SF 42,800 SF 88,935 SF SHED 205 SF ---- 205 SF ASPHALT, GRAVEL & CONCRETE SURFACES 216,290 SF (42,800 SF) 173,490 SF COVER EL. 3781 GRAVEL COVER, ° ® Confirm utility Response --/ TOTAL IMPERVIOUS 267,275 SF 800 SF 268,075 SF PERCENT IMPERVIOUS 65.4% 0.2% 65.6% NOES: NONE www.di,voci el.acwYork.... PERMEABILITY 34.6% 344% r .. I asse I N g1°01'59" E 62.6 I. - ��� 6ACt 1 '� waste ."Issaw GAZEDO Q' SIDE �� estate .LANDS N/F OF � .- 399 BIG BAY LLC a�,t 47101188 ASPHALT PAR.ma I 1 °) 1 o. a TAXPARCEL 309.17-1-15.2 " EXIST AREA REVISEDAREA 1 A 2.02 acres 1.57 acres c I�L �� Eux01NG wlcRwrw N Bwl.Dmc m fy PROP. 6" PVC - p EQUALIZER PIPE saw I I BETWEEN DRYWELLS "�' '� wzF"'"G •�"` �I EL. 375 -a" asse � • e I p c p TBA== Zp p _'1` PROPOSED ADDITION TO _ _ 3 81°D W - 327:39'is AREAS IMPERVIOUSAREAS IMPERVIOUS AREAS BUILDINGS 13,285 SF ----- 13,285 SF ASPHALT, GRAVEL & CONCRETE SURFACES 40,680 SF PROP. 1000 GAL PROP. 6" PVC PROP. S'9x4'D PROP. YARD AREA, 11IIIIIIIIIIIII ON PRECAST CONC, PIPING FROM DRYWELL, REMOVE EXISTING 50,710 SF PERCENT IMPERVIOUS 79.2% SEPTIC TANK ROOF LEADER COVER EL. 3781 GRAVEL COVER, ° ® Confirm utility Response --/ PERMEABILITY TO DRYWELL (TYPICAL 2) TOPSOIL SEED & MULCH 25.6% SITE DEVELOPMENT DATA - 39B) BIG BAY RD, LLC - PARCEL 309.17-1-15.2 (AFTER BOUNDARY LINE ADJUSTMENT) PROPOSED LOT AREA: 1.56 -AC/ 68,136 SF NWASEW OT 32-1 1 I EXISTING IMPERVIOUS PROPOSED ADDITION TO PROPOSED TOTAL AREAS IMPERVIOUSAREAS IMPERVIOUS AREAS BUILDINGS 13,285 SF ----- 13,285 SF ASPHALT, GRAVEL & CONCRETE SURFACES 40,680 SF (32555F) ..37,4255E 13)2leaquml imunnu offudMr pemlie, Including buddseg Permits is dependent anmmpiwtme win this ane an other conditions ofthis resolution 11IIIIIIIIIIIII CUTOFF WALL PACK TOTAL IMPERVIOUS 53,965 SF (3255 SF) 50,710 SF PERCENT IMPERVIOUS 79.2% (4.8%) 74.4% Delya lopted anis 190day ufNovember, 2013, by Ne followingeotax ° ® Confirm utility Response --/ PERMEABILITY 20.8% _ I I (2) PIPE -IN -STONE 25.6% WASTEWATER SGE BUILDING - I YSTEM DESIGN SOOM & SINK YSTEM INSTUCTION SHALL BALLATIION NOE AS SHOWN ON THIS TES WING AND N ACCORDANCE NTH AMENDED REMOVE ALL DSOILIL S DENOTES D BY FEET FROM THE WATER SAVING FIXTURES .THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM PROPOSED ABSORPTION TRENCHES (I.E. HORIZONTALLY AND (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC VERTICALLY) AND BLEND WITH SANDY, SILTY LOAM SYSTEM DESIGN FLOW - 150 GPD TANK LEACH FIELDS MATERIAL. REPLACE MATERIAL IN 6 INCH LIFTS WITH .SEPTIC TANK - 1000 GAL MECHANICAL COMPACTION TO THE APPROXIMATE DENSITY OF LEACH FIELD - STANDARD ABSORPTION TRENCH AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS THE ON-SITE SOIL. THE BLENDED SOIL IN-PLACE SYSTEM IN AMENDED SOILS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO PERCOLATION RATE MUST BE 2-5 MINUTE PER INCH, AND DESIGN PERCOLATION RATE= 1-5 MIN/IN LOOSEN SMEARED SECTIONS OF TRENCH. PERCOLATION TESTS MUST BE CONDUCTED BY THE DESIGN APPLICATION RATE= 1.2 GPD/SF ENGINEER PRIOR TO TRENCH CONSTRUCTION. PLACEMENT OF CRUSHED STONE ABSORPTION TRENCH AREA REQUIRED: 125 SF PERFORATED PIPE AND FILTER FABRIC SHALL BE 2' WIDE TRENCH LENGTH REWIRED 63 LF AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE CONSTRUCT CONVENTIONAL ABSORPTION TRENCHES IN THE GRAINED SOILS AND .WASTE MATERIAL IN THE STONE AND PIPE. USE 2 TRENCHES AT 40' LONG (80 LF) BLENDED SOIL. IF AMENDED SOILS PERCOLATION RATE IS THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT NOT 2-5 MIN. PER INCH, INSTALLER SHALL COMPLETELY POTABLE WATER SUPPLY TO BE QUEENSBURY TOWN WATER REMOVE ALL AMENDED SOIL AND RE -BLEND AND REPLACE. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS.. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. REPLACEMENT GRANULAR SOIL VWTI1 A PERCOLATION RATE ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE OF 2-5 MINUTES .PER INCH RANGE MAY BE USED TO FILL THE EXCAVATION IN PLACE OF BLENDED SOIL. ALL OTHER RUNOFF AWAY FROM THE DISPOSAL FIELD. CONDITIONS N07ED ABOVE SHALL BE MET, DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. AMENDED SOILS WITH IN-PLACE - 12' TOPSOIL, SEED & MULCH PERCOLATION RATE 2-5 MIN/INCH AFTER FINAL GRADING TO BACKFILL SEE ABSORPTION SEE AMENDED SOIL NOTES TRENCH SECTION AND ESTABLISH TURF PROFILE FOR DETAILS 2' 2' 30 be IIIIII1 h MAX ,B" 24" 11 11 I �I I I IIII I I -- I 5' TYPICAL 2. III -III TRENCH SPACING III IIIIIS-T;rm1T � `�,�m-I�-T��,�I ISI 111 I -III III -EXISTING SOIL I -III I IIII I IS I IIIIIIIIII-� � �1 I I1 I I1 I II I IS I II kV( 001,L) .:; - 12 MIN. SUGGESTED: INSTALL POLYLOK "00 PL -122 FILTER SUCH THAT IT IS "- k' L2 "+" Y`"" o READILY REMOVABLE THROUGH TANK 1 OVER ACCESS COVERNi 2" MIN. C ' 2 L2 ' 4" PVC SDR -35 ° ° DISTRIBUTION BOX r L2VTOUSLYAPPRO UCrIO1N)'NG Q I I r ^p pRn (UNDER CON V-111 Pr LIGHTING FIXTURE - L2 INLET 4" PVC SDR -35 at `' SPR Braor3 flI//48.6 /3 Gwissassis PROP. / If Z oG Lr9Pp �• �� �" _ / f SECURITY FENCE / / L�UP BOL wYOy y ' gr,,, VC // / L dA4a�33.�1NC PQ u � STW PRETREATMENTFi=-- / / L1 256.54 / t_, 581 e0s9'W ,z ,/ SITE PLAN O Og /�/ � ry�o SCALE: 1"=50' / �O �9 .44' MIN: SLOPE LIQUID LEVEL OUTLET 2" MIN. 1/4" PER FOOT MIN. SLOPE 18" 1/8" PER FOOT BAFFLE MIN. USE SPEED LEVELERS TO ASSURE WATERTIGHT SLEEVE AND ALL OUTLETS ARE AT EXACTLY SEAL (TYP) �E THE SAME ELEVATION Last g �. 4" PVC SDR -35 SOUD HEADER TO. g o • PERFORATED TRENCH PIPING, 1/8" PROPOSED 1000 GAL_j "' C, PER FOOT MIN SLOPE PRECAST CONCRETE :. SEPTIC TANK MINIMUM 2X WIDTH MIN TOPSOIL OVER THE ENTIRE MAXIMUM 4X WIDTH ABSORPTION FIELD; SEED & ESTABLISH TURF OVERFILL TO ALLOW FOI GRANULAR BACKFILL FREE OF SETTLEMENT STONES OVER 2" SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED. BY UTOPIA ENTERPRISES OR EQUIVALENT. FILTER FABRIC - ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE MIRAFI 140N6-12" EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS OR EQUAL 2' TRENCH WIDTH NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION N. O w ro' DESIGNED FOR H-20 WHEEL LOADING. 2" IN. X025 - i • / / °q1�. ALL JOINTS MUST BE SEALED K17H BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST 00� 12" MIN... PREVIOUS PROJECT PLANNING BOARD APPROVAL RESOLUTIONS CURRENT PROJECT PLANNING BOARD APPROVAL RESOLUTIONS BE TESTED BEFORE BACKFILLING s" zoo �Od��o /6 / J nWQme lJryP1 eai gBwd To vofQuemsbugPla UBa A SEPTIC TANK DETAIL RESOLUTION TO APPROVE SITE PLAN 62-201327 SILVER CIRCLE, LLC SEQR RESOLUTION- APPROVE NEGATIVE DECLARATION : 3 4 TO 1-1 2 WASHED Tax Map ID 309.17-1-17.2,13 SITE PLAN 62-201327 SILVER CIRCLE, LLC Tewn of QueeaNmy Town of QOeensbory - NT$ / " " rnx MAP ro3D9.v-t-1T.2;v cmau.[>na.dap,n•n,Qmx cowbod D ip eo6ise CRUSHED STONE TO Or, Kenn Q"eeemun, NY neva e, eeeo Iro If / J5 BYRpad, Queensbury, NY aaEJ4A site Plea Vphwt on has hem made tome Queensbury Plamnlg Board for the fllowing: Applies,t proposes coanmcl,on of a Imre Jew bit Idea l gem a area and a bounds I ne ad ustment. 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; ABSORPTION TRENCH SECTION �. g a gave 8 ry i Applicant paopoka mmtruction of n 0vx new bmlmng, a gavel (lege area ant a boundmy line Taw¢ °(Queensbury Pmmk[ Buud To,vaof Q'mm.hu y loves, cerap3/4J NewhWlN�arm[e improvements m a eu wells release Pl ng Bmra review and approval. as JawmL New bWMln SEED AND ESTABLISH TURF .p/ / i guru¢ urma0vemeu[s m a CLI zone capoce Plamdg BueJ review end - / \ p y �el'y1 Fy. ePWoval SEQR RESMDTION-APPROVE NEGATIVE DECLARATION RPSOLVfION-APPROVE NT$ / •p // p L2 [ v...V ,�yy 9 / A public braringwas advntised mW heldea IlAx2013; SITE PLAN 14.101527 SILVER CIRCLE LLC se 399 BIG BAY, LIC RTEPLAN 14xU&MODIFICATION TO SITE PLAN 62401] FILTER FABRIC / �(D / / 'Y 1 } V~ 5 �'. The Plafmi Beed boa deroom<d that the wW project ed Plemm Based i AND MODIFICATION TO SITE PLAN 62-201327 SILVER CIRCLE 27OLVLRUMLELLC&3Ev BIGBAKLLC IRAFI 140N Q i re pep g 3 g action a bele! m M R EQUIVALENT ' This application is supported with all docJmenkhJq pubb<Wnlmem. card apPhcalion malarial In the review under the Stale Environmental TAX MAP ID 309.1,.1-112,13.z,1A3/PROPERTY ADnflESR: 27 SiIvtt CitP15&399 &811)5' Tax Mnp N]m.171173,133.I52/PrvPMY AddNna: 275;Inc; CiRle..h ]WJ diB B?P /w'UO.;�;4/` / se afrecJd; Quality Redewwcr, Td PPI'ew PWvau bo M"5' I'.. IluWmenthW, 1)]&IS D: colo K3 6lyn8a-qq - _ / / ":: / / The proposed action considered by Ws Fixed is Unlehd in the Department of Environmaml. 2,8W :fl Teen uln ng imilm eM one l401pw Re / 'II III / 2 a9 rep 9mpinem @aivl eion8e bWla,vB. I4vlen M. ePPIIeYmn. hm Ken beetle 1° W Town °f Qmubury PleL- b lau fu lire ew oPMeel M -�-III (- - - I! r -" • m•s•• �'-':.~ '-- .... `,S{__ InhadYC¢d 6y Brad COna<rva[mn Re6J1atl0[I81m1 0 6lso inCludcY rtleudn pNVNueI NI6,gpa,R. ehIIE II.Wae PmnuantbClu lcr 1,Y31M0 nSWm[Eelween 17.2&15.2:Meangiun afEnw b"ildi 2 P 12"MAX -III-III-III-111- _ a / /� �V Pemm ve the $Yak Envirom,ental Quality Review Act and Ile gs Y.PW^w q 'm P bo Wry line edl a8a-ox pm m.Rreloaee - 'Tl l) , (,2 ,� 4; / / Magowan who moved for its adoption, seconded by Thomas Pard: re atiorm Jflhe Town of emsbu of Oe bees, Connote New LIST JWumiil Kibb., shop be sunset m Plan"i"e Boom I --and ex sal hvlarcnM one iSTEX) eq. B. n8. pe co el»,mluses rokcAa _ /� A gd Qu ,Y. B .diem Ileum 1. mw6Tb Tai s '♦ , /.. / / �, V-... / / aPPm•'al. p' dU,Me ed I6RW Yq,E col to N P".nuanr Road 1bereopHRel Ilia Lmiug I w PPP 7e.es,t` 2 4 2G15. BeApr me prepared No dere or olhe gmnw emvoived; O munu"Newn p, I mulbun oy lb sub! mPl®m Bw ammw apv l - - I5' Tito Peanuts fro,bu Mm,miooleyRAe Prvp"etl Pf%ctl uitlPWminBB naaWun,e nblc9macYiew 6" MIN. N Y i)Plandiat torelevantdbectionexeacrnine oftheTown of Q.reribbury relit Code-Cbnpteed I. th-0YO,W< Pawl lofdw Short EAF (Itemal-20) hes been completedb thea HE.; unam lncstneFm'mmxmml Quality Rovers, Al Asem reabY Gc sips I., iaweaccumess 2i9 -m tnesrc! 1plw ora Mmeam,nc Wuian PI BJ d bb dekm, d i is J eev fies t re m sk ed in the Zombi, Auld nn nL P I. xam a de[ nn' ,a vM a ax mem mw of No my ImPeel �' y N�� /Jq Coble; g rocural IgTmP Passe ben °vas obi E loaadaud..stl RE m,ior, cent Oren"i,onmsnlw co ry bees$l>-zols; 2` MIN. r-L3�e'�Do SLOPE OooO� 1 EEN sem, J� T i.( /�1''r-` QUEENS, .;.... 0 / / �/ / J, LI / Pan2o tM SMa BAD (Qucedom l-11)hesb ma ie dby he Plan Ing Board; Rgda masd Sebe Gviroamm ILIO d',y M1enew Acs W re8ulaa. af.N Town of o poo -� UUP W� `N'VI i J L {U gy / fy / / o / Qumubury. the PlanoioB Baal pe d Wbll Were, on Je SIN Pim eltloc on.1 lls-2015 w3 mnavual Wu BUILDING O (v O!,`_. 2) The [egmlmms of the Skro Environmental Quality Review Act Fay. xOn considered and Ian U f We v elm of iecoNed on This EAF, n Is the conclusion of the Town of fX lw U Plamdn Based has adopted JSE RA Ne Upon Queensbury public hm i¢e k33u015 I' duw3 ,} g M Q 8° Planing Boats m teed ngemy inti me swill rcsW1 in n0 a Bcan[ ndvmse ,m The Plmnin Burd nus m. Gold Il. q Ilve Dederetmq smgta NO Fedcal aratnernarndLs acsmnwW ml mvaonm®uIm oIN nf LZ If / mvna"men[, and, thefefore, an eaYmene tel smkment need not be P,<pat<d. A.<sow a P«en P,me r'%'m. onan'un w stele / h9 3) wJivermyeve geed: landscaping; N, glr. mI° by lean[; E- m Q oho° 0 0 00 �TP-il !i / ne (wdedarelmn as issued vent Done Sl m[Ii4t fubem amplatrdb n srNnli,r Ter ew Aa (SEQRn)mJ a�bp4Je$C xA heplivelMUn[iM-Oeroeminwon \ red sgi m:nmy. O O O / / N 4) Trrelimits °fcleeangwillcmatlekaIII )EXIST cone,ofan8eeosalmodo°Iunday4611 Bres, 7o1.esconErEbe.Mr.bvlewmbyfixLoomst,tism: WII 6 �0�0��0� 4" PERFORATED PVC LATERAL, BO, 4 installed abound Imre meas and field verified Commw, Develo T AY C N PLAN NO, relod b3 Tne Pla"u,P BovJ ids a um m - Ic su6mmd by aw apylicaN aid .a emnmmla g O " ' _ _ 7• LANDS OF b5' t5' Pme"t st°B'. 2751LVER CIRCLE.LLC, Inrrndueed by Brad Magowsn who moved fm its adopdoq xeoJded by ut ,svuw Dr Ina mfP sea a"NU EAP 5',s uealsia faeT TQmsaewn ,awemnwwbEeheaa Laneaanmmcai"w; rnd,b,na,d,nw;xlneine>-7azpts; yI L'bo°�O�JO�tJO _ SLOPE 1/16 - 1132 -PER FT. END CAP Vs.k SNOW y,� / ThJmu Foad: Plane ng sued . lei Caxf b N p 1 c, wll cold real reparecana edvene i,Pocm on Ne STORAGE AR / / TOWN OF QUEENSBURY TheextravertSewes comwemptanmat be sum ladkme Wautewakr Depm venlml rovkw, bead. .,men mm weummam neeam prepared. xnwn r. IMr meg BYa TnMePride91799 LEE fm, aeappffemmr wmiK man.nnannwd, TAX MAP #309.17-1 17e2&15.2 in AR 6BA GB4 5"I SNOW , appaval.pe ,mJBandepelan, AapaamJlJ[imp pm<dby6t.g. �4n« beta;, eo91,9.9.bgnofNe�gnRaN rEiroPlnnmPm;�° / / ABSORPTION TRENCH PROFILE 4 PRETREwnMENT 480/326 : 3 4"TO 1 1 2" STORAGEARE4 / 6) If trade cuts are being added or cleared a driveway permit is required, A building pemdtwit not be poly adopted Nis l9'^day ofNovembe, 2013, by the f011owmE voce: door ON eel 1 o ec D rel AwxovE rze PLn WASHED CRUSHED STONE - ---- ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED mea mel W<appmvol dbiocety permit PIN been provided m feePlamme, Oflcq No. zszol5& SITE PLAN moolElcnnon nn 62-zuaf nslLvea I IS. .. L.I a39v nlc 7 v c Imma�ceaq exons, Tracer who. -it ire NTS PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 30'BUF R1 � `%, ' a yjV LIS lnlrcdJud by Stephen Lower whom e] kr its adnpu.y son by Jamie WON: p oMsa lr ]awe se FF O A,< AYES: Mr. Ford, Mr. SdkrawoR, Mr. Deeb, Ms.White, Mr Peron, MC Megowan, MC Hu,uWuger IZC'jTwVL(^! 7) Any lights ov the bdldiJr will Go Code compliant IJawdmce lint Redrex 'mlu im prcpe.W by Stott AuooMinL4 uwdmfl ms"Iutim prcpred LY 5w2 - NOES: NONE --_ NB4 `$� '4b•er g) Engimeamgs gtaRecgwr.d Pneta a,gnaws ofTumng Admistratoa otitic aPpmved Plmy; DuIY aap,calEle 2ieary fM: hz015, bY,ncf knowing von: WIY ad%"ba Niv 2a avyof Mem6, 2015: e5' In (11 "g / y ' 9)IPrequved W¢apPlleenl muslsubmrtecoPY Jf Ne PollJw,ngb[he Touw: AYES: Me.WNrc,Mr. Hsb, Mr. Pnaove, Mr.4ava. hh.Hwswea AYESzMe, DESS, Me WNh Ma Facau.NI, .4rvw. hlr. HmuivLur ---- ---- / e) The project NOR (Noficu Of InImQ cur courage wdm the ous t "NYSDEC FINGER General LANDS lJiF OF Noes rvoNe Nogs. NONE .. RICHARD& CATHERINE LANDS N/F OF / The Rom NOT( otOa AfTeree prmrtomncompgnye Realm MCLENITHAN b) Theprole.t NOT (Notice of Tetminetion)upan cOalplenon Of the projuT ABSENT: M,F6N,Mr. Mdgnwm ABSENT, Mx Ford. Mr Magowmi ROBERT B.LINOSEY PARKER 3592883 I 4815'106 LANDS N/F OF 10)rne app6cantmum mantmn onmm prole:.t eua for review by staff. CeHietwooDedimens, - C Dell enyioesaog 1 APPROVAL DRAWINGS 4/7/2015 JOSHUA & THERESA FISH a) The approved final plans mat have been stamped by the Town ZJnmg Admimsmemer. These "Deus: nn7bisEzu Pea sld>+5.907 Pnbq ReW:(poI NY tient.-Niscouuwr:m Phone Sae Nie mol l Pav SS AS 54171742 BUY Read Queensbury, NY Lubi "'waueembur me -- ---- 3686263 / \ Plana muu .dude and proles SWPPP (Storm orate Pollution Prevewon FLUID when am,a IL 0 ISSUED FOR SITE PLAN REVIEW 2/17/2015 LANDS A&F OF R The was paepared ant approved. S - ' / NO RONALD B ELAINE NOUN pmi.et NOT mW proofofmvefg¢The cunentNYSDEC SPDBS Causal Peters, or O, Revisions Da to 1147/42 mindimdm) SPDES puma ked auPor prolecL 32-1 1 I L2 - �'i- I 280"56'30'W I 21.90' PROP. ABS. FIELD 3155 SF MOUNTING HEIGHT IIIIIIIII-IIII p ,mane L-1 M I2)TM applicant mart mat with SmR after approved and prior to WJnme of Building Permit m d/m BUILDING MOUNTED 18'f dk begimw,8 afany rttawork 100 WATT HPS 11 13)2leaquml imunnu offudMr pemlie, Including buddseg Permits is dependent anmmpiwtme win this ane an other conditions ofthis resolution 11IIIIIIIIIIIII CUTOFF WALL PACK EQUAL New/York 14)As-built plane to cenry That Be site plea is dovelopcd aceardmg to me approved plans to BE Q O Call Before You Dig mavided pyLto iuumce of the ceefiwm ofaccupmcy 18' ® Wait The Required Time Delya lopted anis 190day ufNovember, 2013, by Ne followingeotax ° ® Confirm utility Response --/ LI ®Respect The Marks _ I I (2) PIPE -IN -STONE H3 Dig With Care 800.962.7962 NOES: NONE www.di,voci el.acwYork.... 325.83' = P'Ats`CEC UNE I PROP. FIRE TRENCHES ®40' HYDRANT INAMENUEDSOILS ABSORPTION FIELD SECTION -AMENDED SOILS _ _= NBO 58 �_ -+•` / f I _ 1 i I SECURITYFENCE - I NTS -_ .. .. ; I -APPROXIMATE POLYETHYLENE EXTENSION TO GRADE ' - = e- ", $ ` I ' o FINISH GRADE PE RESISTANT WITH TAMPER RES ACCESS / - i - - RncR -�-". EA pl-IAI-T ,+'. n" } LAfJDS N/F OF f: HAY ILC I ES ANO HA YES', COVER 1 +►- PAVE » 1 II a I BBB 3720/ 137 2" MIN. DROP - _A y -- BETWEEN INVERTS kV( 001,L) .:; - 12 MIN. SUGGESTED: INSTALL POLYLOK "00 PL -122 FILTER SUCH THAT IT IS "- k' L2 "+" Y`"" o READILY REMOVABLE THROUGH TANK 1 OVER ACCESS COVERNi 2" MIN. C ' 2 L2 ' 4" PVC SDR -35 ° ° DISTRIBUTION BOX r L2VTOUSLYAPPRO UCrIO1N)'NG Q I I r ^p pRn (UNDER CON V-111 Pr LIGHTING FIXTURE - L2 INLET 4" PVC SDR -35 at `' SPR Braor3 flI//48.6 /3 Gwissassis PROP. / If Z oG Lr9Pp �• �� �" _ / f SECURITY FENCE / / L�UP BOL wYOy y ' gr,,, VC // / L dA4a�33.�1NC PQ u � STW PRETREATMENTFi=-- / / L1 256.54 / t_, 581 e0s9'W ,z ,/ SITE PLAN O Og /�/ � ry�o SCALE: 1"=50' / �O �9 .44' MIN: SLOPE LIQUID LEVEL OUTLET 2" MIN. 1/4" PER FOOT MIN. SLOPE 18" 1/8" PER FOOT BAFFLE MIN. USE SPEED LEVELERS TO ASSURE WATERTIGHT SLEEVE AND ALL OUTLETS ARE AT EXACTLY SEAL (TYP) �E THE SAME ELEVATION Last g �. 4" PVC SDR -35 SOUD HEADER TO. g o • PERFORATED TRENCH PIPING, 1/8" PROPOSED 1000 GAL_j "' C, PER FOOT MIN SLOPE PRECAST CONCRETE :. SEPTIC TANK MINIMUM 2X WIDTH MIN TOPSOIL OVER THE ENTIRE MAXIMUM 4X WIDTH ABSORPTION FIELD; SEED & ESTABLISH TURF OVERFILL TO ALLOW FOI GRANULAR BACKFILL FREE OF SETTLEMENT STONES OVER 2" SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED. BY UTOPIA ENTERPRISES OR EQUIVALENT. FILTER FABRIC - ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE MIRAFI 140N6-12" EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS OR EQUAL 2' TRENCH WIDTH NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION N. O w ro' DESIGNED FOR H-20 WHEEL LOADING. 2" IN. X025 - i • / / °q1�. ALL JOINTS MUST BE SEALED K17H BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST 00� 12" MIN... PREVIOUS PROJECT PLANNING BOARD APPROVAL RESOLUTIONS CURRENT PROJECT PLANNING BOARD APPROVAL RESOLUTIONS BE TESTED BEFORE BACKFILLING s" zoo �Od��o /6 / J nWQme lJryP1 eai gBwd To vofQuemsbugPla UBa A SEPTIC TANK DETAIL RESOLUTION TO APPROVE SITE PLAN 62-201327 SILVER CIRCLE, LLC SEQR RESOLUTION- APPROVE NEGATIVE DECLARATION : 3 4 TO 1-1 2 WASHED Tax Map ID 309.17-1-17.2,13 SITE PLAN 62-201327 SILVER CIRCLE, LLC Tewn of QueeaNmy Town of QOeensbory - NT$ / " " rnx MAP ro3D9.v-t-1T.2;v cmau.[>na.dap,n•n,Qmx cowbod D ip eo6ise CRUSHED STONE TO Or, Kenn Q"eeemun, NY neva e, eeeo Iro If / J5 BYRpad, Queensbury, NY aaEJ4A site Plea Vphwt on has hem made tome Queensbury Plamnlg Board for the fllowing: Applies,t proposes coanmcl,on of a Imre Jew bit Idea l gem a area and a bounds I ne ad ustment. 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; ABSORPTION TRENCH SECTION �. g a gave 8 ry i Applicant paopoka mmtruction of n 0vx new bmlmng, a gavel (lege area ant a boundmy line Taw¢ °(Queensbury Pmmk[ Buud To,vaof Q'mm.hu y loves, cerap3/4J NewhWlN�arm[e improvements m a eu wells release Pl ng Bmra review and approval. as JawmL New bWMln SEED AND ESTABLISH TURF .p/ / i guru¢ urma0vemeu[s m a CLI zone capoce Plamdg BueJ review end - / \ p y �el'y1 Fy. ePWoval SEQR RESMDTION-APPROVE NEGATIVE DECLARATION RPSOLVfION-APPROVE NT$ / •p // p L2 [ v...V ,�yy 9 / A public braringwas advntised mW heldea IlAx2013; SITE PLAN 14.101527 SILVER CIRCLE LLC se 399 BIG BAY, LIC RTEPLAN 14xU&MODIFICATION TO SITE PLAN 62401] FILTER FABRIC / �(D / / 'Y 1 } V~ 5 �'. The Plafmi Beed boa deroom<d that the wW project ed Plemm Based i AND MODIFICATION TO SITE PLAN 62-201327 SILVER CIRCLE 27OLVLRUMLELLC&3Ev BIGBAKLLC IRAFI 140N Q i re pep g 3 g action a bele! m M R EQUIVALENT ' This application is supported with all docJmenkhJq pubb<Wnlmem. card apPhcalion malarial In the review under the Stale Environmental TAX MAP ID 309.1,.1-112,13.z,1A3/PROPERTY ADnflESR: 27 SiIvtt CitP15&399 &811)5' Tax Mnp N]m.171173,133.I52/PrvPMY AddNna: 275;Inc; CiRle..h ]WJ diB B?P /w'UO.;�;4/` / se afrecJd; Quality Redewwcr, Td PPI'ew PWvau bo M"5' I'.. IluWmenthW, 1)]&IS D: colo K3 6lyn8a-qq - _ / / ":: / / The proposed action considered by Ws Fixed is Unlehd in the Department of Environmaml. 2,8W :fl Teen uln ng imilm eM one l401pw Re / 'II III / 2 a9 rep 9mpinem @aivl eion8e bWla,vB. I4vlen M. ePPIIeYmn. hm Ken beetle 1° W Town °f Qmubury PleL- b lau fu lire ew oPMeel M -�-III (- - - I! r -" • m•s•• �'-':.~ '-- .... `,S{__ InhadYC¢d 6y Brad COna<rva[mn Re6J1atl0[I81m1 0 6lso inCludcY rtleudn pNVNueI NI6,gpa,R. ehIIE II.Wae PmnuantbClu lcr 1,Y31M0 nSWm[Eelween 17.2&15.2:Meangiun afEnw b"ildi 2 P 12"MAX -III-III-III-111- _ a / /� �V Pemm ve the $Yak Envirom,ental Quality Review Act and Ile gs Y.PW^w q 'm P bo Wry line edl a8a-ox pm m.Rreloaee - 'Tl l) , (,2 ,� 4; / / Magowan who moved for its adoption, seconded by Thomas Pard: re atiorm Jflhe Town of emsbu of Oe bees, Connote New LIST JWumiil Kibb., shop be sunset m Plan"i"e Boom I --and ex sal hvlarcnM one iSTEX) eq. B. n8. pe co el»,mluses rokcAa _ /� A gd Qu ,Y. B .diem Ileum 1. mw6Tb Tai s '♦ , /.. / / �, V-... / / aPPm•'al. p' dU,Me ed I6RW Yq,E col to N P".nuanr Road 1bereopHRel Ilia Lmiug I w PPP 7e.es,t` 2 4 2G15. BeApr me prepared No dere or olhe gmnw emvoived; O munu"Newn p, I mulbun oy lb sub! mPl®m Bw ammw apv l - - I5' Tito Peanuts fro,bu Mm,miooleyRAe Prvp"etl Pf%ctl uitlPWminBB naaWun,e nblc9macYiew 6" MIN. N Y i)Plandiat torelevantdbectionexeacrnine oftheTown of Q.reribbury relit Code-Cbnpteed I. th-0YO,W< Pawl lofdw Short EAF (Itemal-20) hes been completedb thea HE.; unam lncstneFm'mmxmml Quality Rovers, Al Asem reabY Gc sips I., iaweaccumess 2i9 -m tnesrc! 1plw ora Mmeam,nc Wuian PI BJ d bb dekm, d i is J eev fies t re m sk ed in the Zombi, Auld nn nL P I. xam a de[ nn' ,a vM a ax mem mw of No my ImPeel �' y N�� /Jq Coble; g rocural IgTmP Passe ben °vas obi E loaadaud..stl RE m,ior, cent Oren"i,onmsnlw co ry bees$l>-zols; 2` MIN. r-L3�e'�Do SLOPE OooO� 1 EEN sem, J� T i.( /�1''r-` QUEENS, .;.... 0 / / �/ / J, LI / Pan2o tM SMa BAD (Qucedom l-11)hesb ma ie dby he Plan Ing Board; Rgda masd Sebe Gviroamm ILIO d',y M1enew Acs W re8ulaa. af.N Town of o poo -� UUP W� `N'VI i J L {U gy / fy / / o / Qumubury. the PlanoioB Baal pe d Wbll Were, on Je SIN Pim eltloc on.1 lls-2015 w3 mnavual Wu BUILDING O (v O!,`_. 2) The [egmlmms of the Skro Environmental Quality Review Act Fay. xOn considered and Ian U f We v elm of iecoNed on This EAF, n Is the conclusion of the Town of fX lw U Plamdn Based has adopted JSE RA Ne Upon Queensbury public hm i¢e k33u015 I' duw3 ,} g M Q 8° Planing Boats m teed ngemy inti me swill rcsW1 in n0 a Bcan[ ndvmse ,m The Plmnin Burd nus m. Gold Il. q Ilve Dederetmq smgta NO Fedcal aratnernarndLs acsmnwW ml mvaonm®uIm oIN nf LZ If / mvna"men[, and, thefefore, an eaYmene tel smkment need not be P,<pat<d. A.<sow a P«en P,me r'%'m. onan'un w stele / h9 3) wJivermyeve geed: landscaping; N, glr. mI° by lean[; E- m Q oho° 0 0 00 �TP-il !i / ne (wdedarelmn as issued vent Done Sl m[Ii4t fubem amplatrdb n srNnli,r Ter ew Aa (SEQRn)mJ a�bp4Je$C xA heplivelMUn[iM-Oeroeminwon \ red sgi m:nmy. O O O / / N 4) Trrelimits °fcleeangwillcmatlekaIII )EXIST cone,ofan8eeosalmodo°Iunday4611 Bres, 7o1.esconErEbe.Mr.bvlewmbyfixLoomst,tism: WII 6 �0�0��0� 4" PERFORATED PVC LATERAL, BO, 4 installed abound Imre meas and field verified Commw, Develo T AY C N PLAN NO, relod b3 Tne Pla"u,P BovJ ids a um m - Ic su6mmd by aw apylicaN aid .a emnmmla g O " ' _ _ 7• LANDS OF b5' t5' Pme"t st°B'. 2751LVER CIRCLE.LLC, Inrrndueed by Brad Magowsn who moved fm its adopdoq xeoJded by ut ,svuw Dr Ina mfP sea a"NU EAP 5',s uealsia faeT TQmsaewn ,awemnwwbEeheaa Laneaanmmcai"w; rnd,b,na,d,nw;xlneine>-7azpts; yI L'bo°�O�JO�tJO _ SLOPE 1/16 - 1132 -PER FT. END CAP Vs.k SNOW y,� / ThJmu Foad: Plane ng sued . lei Caxf b N p 1 c, wll cold real reparecana edvene i,Pocm on Ne STORAGE AR / / TOWN OF QUEENSBURY TheextravertSewes comwemptanmat be sum ladkme Wautewakr Depm venlml rovkw, bead. .,men mm weummam neeam prepared. xnwn r. IMr meg BYa TnMePride91799 LEE fm, aeappffemmr wmiK man.nnannwd, TAX MAP #309.17-1 17e2&15.2 in AR 6BA GB4 5"I SNOW , appaval.pe ,mJBandepelan, AapaamJlJ[imp pm<dby6t.g. �4n« beta;, eo91,9.9.bgnofNe�gnRaN rEiroPlnnmPm;�° / / ABSORPTION TRENCH PROFILE 4 PRETREwnMENT 480/326 : 3 4"TO 1 1 2" STORAGEARE4 / 6) If trade cuts are being added or cleared a driveway permit is required, A building pemdtwit not be poly adopted Nis l9'^day ofNovembe, 2013, by the f011owmE voce: door ON eel 1 o ec D rel AwxovE rze PLn WASHED CRUSHED STONE - ---- ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED mea mel W<appmvol dbiocety permit PIN been provided m feePlamme, Oflcq No. zszol5& SITE PLAN moolElcnnon nn 62-zuaf nslLvea I IS. .. L.I a39v nlc 7 v c Imma�ceaq exons, Tracer who. -it ire NTS PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 30'BUF R1 � `%, ' a yjV LIS lnlrcdJud by Stephen Lower whom e] kr its adnpu.y son by Jamie WON: p oMsa lr ]awe se FF O A,< AYES: Mr. Ford, Mr. SdkrawoR, Mr. Deeb, Ms.White, Mr Peron, MC Megowan, MC Hu,uWuger IZC'jTwVL(^! 7) Any lights ov the bdldiJr will Go Code compliant IJawdmce lint Redrex 'mlu im prcpe.W by Stott AuooMinL4 uwdmfl ms"Iutim prcpred LY 5w2 - NOES: NONE --_ NB4 `$� '4b•er g) Engimeamgs gtaRecgwr.d Pneta a,gnaws ofTumng Admistratoa otitic aPpmved Plmy; DuIY aap,calEle 2ieary fM: hz015, bY,ncf knowing von: WIY ad%"ba Niv 2a avyof Mem6, 2015: e5' In (11 "g / y ' 9)IPrequved W¢apPlleenl muslsubmrtecoPY Jf Ne PollJw,ngb[he Touw: AYES: Me.WNrc,Mr. Hsb, Mr. Pnaove, Mr.4ava. hh.Hwswea AYESzMe, DESS, Me WNh Ma Facau.NI, .4rvw. hlr. HmuivLur ---- ---- / e) The project NOR (Noficu Of InImQ cur courage wdm the ous t "NYSDEC FINGER General LANDS lJiF OF Noes rvoNe Nogs. NONE .. RICHARD& CATHERINE LANDS N/F OF / The Rom NOT( otOa AfTeree prmrtomncompgnye Realm MCLENITHAN b) Theprole.t NOT (Notice of Tetminetion)upan cOalplenon Of the projuT ABSENT: M,F6N,Mr. Mdgnwm ABSENT, Mx Ford. Mr Magowmi ROBERT B.LINOSEY PARKER 3592883 I 4815'106 LANDS N/F OF 10)rne app6cantmum mantmn onmm prole:.t eua for review by staff. CeHietwooDedimens, - C Dell enyioesaog 1 APPROVAL DRAWINGS 4/7/2015 JOSHUA & THERESA FISH a) The approved final plans mat have been stamped by the Town ZJnmg Admimsmemer. These "Deus: nn7bisEzu Pea sld>+5.907 Pnbq ReW:(poI NY tient.-Niscouuwr:m Phone Sae Nie mol l Pav SS AS 54171742 BUY Read Queensbury, NY Lubi "'waueembur me -- ---- 3686263 / \ Plana muu .dude and proles SWPPP (Storm orate Pollution Prevewon FLUID when am,a IL 0 ISSUED FOR SITE PLAN REVIEW 2/17/2015 LANDS A&F OF R The was paepared ant approved. S - ' / NO RONALD B ELAINE NOUN pmi.et NOT mW proofofmvefg¢The cunentNYSDEC SPDBS Causal Peters, or O, Revisions Da to 1147/42 mindimdm) SPDES puma ked auPor prolecL SITE LIGHTING FIXTURE SCHEDULE 1pFISE) approved Pians, in computerese with the Site Plm, most be mbmin<d W Be CUUmby SYMBOL QTY Devet adlopme Rpm before my fun car review by the Zoning Admwskaror or Buiimgg and MOUNTING HEIGHT \ p ,mane L-1 M I2)TM applicant mart mat with SmR after approved and prior to WJnme of Building Permit m d/m BUILDING MOUNTED 18'f dk begimw,8 afany rttawork 100 WATT HPS Dig Safely. 13)2leaquml imunnu offudMr pemlie, Including buddseg Permits is dependent anmmpiwtme win this ane an other conditions ofthis resolution BUILDING) CUTOFF WALL PACK EQUAL New/York 14)As-built plane to cenry That Be site plea is dovelopcd aceardmg to me approved plans to BE Q O Call Before You Dig mavided pyLto iuumce of the ceefiwm ofaccupmcy 18' ® Wait The Required Time Delya lopted anis 190day ufNovember, 2013, by Ne followingeotax ° ® Confirm utility Response _ 3 CUTOFF WALL PACK ®Respect The Marks AYES: Mr. Ford, Mr. Schonewolf, Mr. Dee, Ms MIM Mr. Ferome, Mr. Magowan, Mr. theribyer H3 Dig With Care 800.962.7962 NOES: NONE www.di,voci el.acwYork.... SITE LIGHTING FIXTURE SCHEDULE TAG SYMBOL QTY STYLE MOUNTING HEIGHT MANUFACTURER LAMP L-1 M 5 - EXIS77NG (REAR OF EXIST. BUILDING MOUNTED 18'f LITHONIA TWR1C f00S OR 100 WATT HPS m BUILDING) CUTOFF WALL PACK EQUAL �N C r L-2 Q 36 BUILDING MOUNTED 18' LITHONIA TWR1 LED OR EQUAL 4900 LUMEN LED ° _U 10 U)is _ 3 CUTOFF WALL PACK W/CUTOFF VISOR SITE PLAN prepared for• 27 SILVER CIRCLE, LLC & 399 BIG BAY, LLC MAP REFERENCE 27 Silver circle - 399 Big Bay Rd BASE SURVEY INFORMATION TAKEN FROM: Town of Queensbury, Warren County, New York "MAP OF A SURVEY MADE FOR 309 BIG BAY RD LLC Drawn'. LWD Checked: GTH I Scale: 1'=50' Date: 1/30/2015 AND 27 SILVER CIRCLE LLC," PREPARED BY: VAN DUSEN & SIEVES LAND SURVEYORS, QUEENSBURY, een taury, N Rood NY, DATED AUGUST 7, 2013, LAST REVISED Queensbury, 0 12one 29884-01-S2 FEBRUARY 13, 2015. Hutchins Engineering (518) 7455-307 Phone g g 518 745-0308 Fax N ti row +-: _I O CD 04 GO (D (L m m m Li �N C r ° V U C/) N N U WC E l ° _U 10 U)is _ 3 0NZ� RUCINSKI HALL ARCHITECTURE ��`; Ronald Richard Rucinski Ethan Peter Hall c,, 6 134 Dix Avenue �J{, Glens Falls NY 12801ci- Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com Special Inspection Report To: John O'Brien -Town of Queensbury—Code Enforcement Officer From: Ethan Hall Date: 15 April 2018 Re: Gross Electric Warehouse— Building Permit 20150272-42068 At the above referenced project location this office performed periodic on site observations of the construction. All items appear to be installed in accordance with the construction drawings and the pre-engineered metal building plans. It is our understanding that the concrete testing reports have been previously submitted and that the final review of the sewage disposal system installation is being handled by Hutchins Engineering. Additionally all work has been done in compliance with the requirements of the COM-Check submitted with the building permit application. If there are any questions please contact our office. Regards dil 'N'a Ethan P. Hall—Architect ‘ Rucinski Hall Architecture :, .,,o , C:\!Ethan\!A1 Temporary Files\Gross\Special Inspection Letter-Gross Electric Warehouse 1-10 Oct 2018.doc