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Nasrani SubmissionLEGEND: REVISION INDICATOR:X TP # PT # PERCOLATION TEST: TEST HOLE: EXISTING STRUCTURES/OBJECTS/UTILITIES SURVEYED AND OR FIELD VERIFIED: EXISTING STRUCTURES/OBJECTS/UTILITIES NOT VERIFIED BY SURVEY OR FIELD DOCUMENTATION: PROPOSED STRUCTURES/OBJECTS/ UTILITIES: LINE TYPE: SYMBOLS/ABBREVIATIONS: POTABLE WATER FIRE LINE GRAVITY SANITARY SEWER PRESSURE SANITARY SEWER STORM SEWER GAS LINE OVERHEAD POWER LINE UNDERGROUND POWER LINE PROPERTY LINE: EXISTING MAJOR CONTOUR LINES: EXISTING MINOR CONTOUR LINES: TREE LINE: SHORELINE/STREAM: FENCES: CHAIN LINK, WOODEN: PROPOSED MINOR CONTOUR LINES: PROPOSED MAJOR CONTOUR LINES:100 100 99 99 SANITARY MANHOLE FIRE HYDRANT WATER VALVE UTILITY POLE LIGHT FIXTURE OVERHEAD COMMUNICATION LINE UNDERGROUND COMMUNICATION LINE STORM MANHOLE D SWALE: S (IN FEET) 0150'75'150'300' GENERAL NOTES: G-1) LOCATION PLAN IMAGERY AND NEIGHBORHOOD PLAN TAX MAP INFORMATION OBTAINED FROM WARREN COUNTY PARCEL VIEWER; ZONE MAP IMAGERY OBTAINED FROM QUEENSBURY ZONING MAP.GRID-LOCATION PLAN SCALE: N.T.S. REV #DATE ISSUED / REVISIONS 1 NEIGHBORHOOD PLAN SCALE: SEE GRAPHIC SCALE 12 EAST WASHINGTON STREET GLENS FALLS, N.Y.PHONE: (518) 792-2907 PRO # JARRETT En gineers , PLLC Civil & Environmental En gineerin g 21-010 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86( PAUL NASRANI NASRANI SUBDIVISION BAY ROAD TOWN OF QUEENSBURY, NEW YORK BAY ROADSURREY FIELDS HOMEOWNERS ASSOCIATION 1 2 3 PROPOSED LOT #3 (TOTAL OF 3 LOTS PROPOSED) GLEN LAKE TO GLENS FALLS CEDAR COURT HOMEOWNERS ASSOCIATIONGRID289.15-1-32 SEEL Y E , T I M O T H Y 0 . 5 8 A C 289 . 1 5 - 1 - 4 4 CO L B E R T , L A U R A 0 . 8 A C 28 9 . 1 6 - 1 - 1 . 1 PF E I F F E R IR R E V O C A B L E T R U S T 1.8 1 A C 289.15-1-7 LYONS, MICHAEL 0.41 AC CEDAR COURT HOMEOWNERS ASSOCIATION SITE LOCATIONGRID -ZONE MAP SCALE: N.T.S. GLEN LAKE TO LAKE GEORGE TO GLENS FALLS TO LAKE GEORGE PROPOSED LOT #2 (TOTAL OF 3 LOTS PROPOSED) PROPOSED LOT #1 (TOTAL OF 3 LOTS PROPOSED) DESIGN INFORMATION: PROPERTY INFORMATION: -OWNER: PAUL NASRANI -APPLICANT: PAUL NASRANI -TAX MAP# 289.15-1-47 - ZONING: MODERATE DENSITY RESIDENTIAL ͲWZ>^/͗ϲ͘ϰϴцZ^^KE'/^DWW/E';dKsZ/&/z^hZszͿ -STEEP SLOPES: NONE Ͳtd>E^͗Ϭ͘ϮϲцZ^ -PROPERTY NOT WITHIN FEMA 100 YR FLOODPLAIN TOWN OF QUEENSBURY JURISDICTION: -SUBDIVISION REVIEW -QUEENSBURY WETLAND PERMIT -QUEENSBURY (ZONING) AREA VARIANCE FOR LOT FRONTAGE AND CONFIGURATION DEVELOPMENT: DENSITY: ϲ͘ϰϴц'ZK^^Z^ ϲ͘ϰϴц'ZK^^Z^ͲϬ͘ϯϯцZ^td>E^сϲ͘ϭϱц NET DEVELOPABLE ACRES 'MDR' ALLOWED DENSITY: 2 ACRES PER LOT IF PUBLIC WATER/WASTEWATER NOT SUPPLIED ϲ͘ϭϱцZ^рϮZ^ = 3.075 LOTS; DESIGN FOR 3 LOTS PROPOSED LOTS: ηϭͲϮ͘ϭϯцZ^dKd> Ϯ͘ϭϯцZ^hW>E;h/>>Z'Ϳ ηϮͲϮ͘ϬϴцZ^dKd> Ϯ͘ϬϭцZ^hW>E;h/>>Z'Ϳ ηϯͲϮ͘ϮϳцZ^dKd> Ϯ͘ϬϭцZ^hW>E;h/>>Z'Ϳ LOT ACCESS: -PRIVATE DRIVEWAYS FOR EACH LOT (LOTS 2 & 3 SHARED ENTRANCE) WATER SUPPLY: -MUNICIPAL WATER SUPPLY; CONNECTION IN ACCORDANCE WITH TOWN OF QUEENSBURY STANDARDS WASTEWATER MANAGEMENT: -INDIVIDUAL WASTEWATER TREATMENT SYSTEMS IN ACCORDANCE WITH TOWN OF QUEENSBURY AND NYSDOH STANDARDS STORMWATER MANAGEMENT & EROSION CONTROL: -PER TOWN OF QUEENSBURY & NYSDEC STANDARDS ELECTRIC POWER: -INDIVIDUAL ELECTRIC & GAS SERVICE BY NATIONAL GRID; CABLE & PHONE SERVICE BY VERIZON AND/OR SPECTRUM, ETC. SCHOOL DISTRICT: -QUEENSBURY UNION FREE NASRANI SUBDIVISION SHEET INDEX DRAWING:DRAWING TITLE SHEET: COVER COVERSHEET 1 Of 11 EX1 EXISTING CONDITIONS PLAN 2 OF 11 PLAT FINAL PLAT 3 OF 11 INDEX SITE PLAN: INDEX 4 OF 11 C1 COMMON ACCESS PLAN 5 OF 11 C2 POTENTIAL DESIGN: LOT 2 6 OF 11 C3 POTENTIAL DESIGN: LOT 3 7 OF 11 WD1 WASTEWATER DETAILS 8 OF 11 WD2 WASTEWATER DETAILS 9 OF 11 RG1 RAIN GARDEN DETAILS 10 OF 11 EC1 ENVIRONMENTAL CONTROL DETAILS 11 OF 11 SITE LOCATION 500' TYP. 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (NO CHANGES THIS DRAWING SHEET) (IN FEET) 040'20'40'80' REV #DATE ISSUED / REVISIONSGRID 2 EXISTING CONDITONS SCALE: SEE GRAPHIC SCALE ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers , PLLC Civil & Environmental Engineering EXISTING CONDITIONS EX1 NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 2 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86( SUB-SURFACE INVESTIGATION: PERFORMED BY JARRETT ENGINEERS, PLLC. ON DECEMBER 14, 2021 TEST PIT # TP211214-01 0 - 4"BROWN LOAMY TOPSOIL 4 - 41"LIGHT BROWN VERY FINE TO FINE SAND WITH TRACE TO SOME SILT 41 - 61"LIGHT BROWN VERY FINE TO FINE SAND WITH TRACE TO SOME SILT 61"BOTTOM OF EXCAVATION (GROUNDWATER AT 61") TEST PIT # TP211214-02 0 - 3"DARK BROWN FINE SAND 3 - 63" LIGHT BROWN VERY FINE TO FINE SAND 63 - 90" LIGHT GRAY VERY FINE SAND 90" BOTTOM OF EXCAVATION (NO BEDROCK OR MOTTLING) PERCOLATION TEST # PT211214-01 TEST DEPTH: 20" SOIL: BROWN VERY FINE TO FINE SAND WITH TRACE TO SOME SILT STABILIZED PERCOLATION RATE OF 2 MINUTES 9 SECONDS PERCOLATION TEST # PT211214-02 TEST DEPTH: 23" SOIL: LIGHT BROWN VERY FINE TO FINE SAND STABILIZED PERCOLATION RATE OF 1 MINUTES 24 SECONDS TP # 211214-01PT # 211214-01 TP # 211214-02 PT # 211214-02 GENERAL NOTES: G-1) SURVEY & MAP INFORMATION PROVIDED BY DARRAH LAND SURVEYING, PLLC. "MAP OF A PROPOSED SUBDIVISION LANDS NOW OR FORMERLY OF OF PAUL N. NASRANI & ENVAR MIR". MAP DATED 02/25/22. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (NO CHANGES THIS DRAWING SHEET) (IN FEET) 040'20'40'80' REV #DATE ISSUED / REVISIONSGRID ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers, PLLC Civil & Environmental Engineering FINAL PLAT PLAT NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 3 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86( 3 FINAL PLAT SCALE: SEE GRAPHIC SCALE USACE WETLANDS, TYP. (NOTE: NO NYSDEC WETLANDS ON PROPERTY) USACE WETLANDS, TYP. (NOTE: NO NYSDEC WETLANDS ON PROPERTY) GENERAL NOTES: G-1) SURVEY & MAP INFORMATION PROVIDED BY DARRAH LAND SURVEYING, PLLC. "MAP OF A PROPOSED SUBDIVISION LANDS NOW OR FORMERLY OF OF PAUL N. NASRANI & ENVAR MIR". MAP DATED 02/25/22. G-2) WETLAND DELINEATION BY NORTH COUNTRY ECOLOGICAL SERVICES. WETLANDS HAVE BEEN REVIEWED AND APPROVED BY USACE. G-3) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-4) NO TREES SHALL BE CUT WITHIN 250' FROM BAY ROAD WITHOUT PERMISSION FROM PAUL NASRANI. 1 2.13 TOTAL ACRES 2.13 BUILDABLE ACRES 2 3 2.27 TOTAL ACRES 2.01 BUILDABLE ACRES 2.08 TOTAL ACRES 2.01 BUILDABLE ACRES AREA VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY VARIANCE:REQUIRED:PROPOSED LOT 1: PROPOSED LOT 2: PROPOSED LOT 3: 1.SECTION (179-4-050) FRONTAGE ON PUBLIC OR PRIVATE STREETS (VARIANCES FOR LESS THAN 100' LOT FRONTAGE, EACH FOR LOTS 2 AND 3)100'N/A 78'26' 2.SECTION (179-19-020) FRONTAGE ON PUBLIC OR PRIVATE STREETS 200'ϭϯϮΖц N/A N/A 3.SECTION (179-4-010) VARIANCE FOR ALLOWANCE OF FLAG LOTS NOT ALLOWED N/A PROPOSED PROPOSED 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING B B 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (VARIANCES #2 & #3 ADDED TO THE VARIANCE TABLE) (IN FEET) 040'20'40'80' REV #DATE ISSUED / REVISIONSGRID 4 SITE PLAN: INDEX SCALE: SEE GRAPHIC SCALE ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers , PLLC Civil & Environmental Engineering SITE PLAN: INDEX INDEX NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 4 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(BAY ROAD1 2 3 PROPOSED LOT 3 2.27 TOTAL ACRES 2.01 BUILDABLE ACRES PROPOSED LOT 2 2.08 TOTAL ACRES 2.01 BUILDABLE ACRES PROPOSED LOT 1 2.13 TOTAL ACRES 2.13 BUILDABLE ACRES SITE PLAN C1 COMMON ACCESS PLAN SITE PLAN C2 POTENTIAL DESIGN: LOT 2 SITE PLAN C3 POTENTIAL DESIGN: LOT 3 DISTURBANCE LIMITS: +/- 42,550 SQ. FT. GENERAL NOTES: G-1) SURVEY & MAP INFORMATION PROVIDED BY DARRAH LAND SURVEYING, PLLC. "MAP OF A PROPOSED SUBDIVISION LANDS NOW OR FORMERLY OF OF PAUL N. NASRANI & ENVAR MIR". MAP DATED 02/25/22. G-2) WETLAND DELINEATION BY NORTH COUNTRY ECOLOGICAL SERVICES. WETLANDS HAVE BEEN REVIEWED AND APPROVED BY USACE. G-3) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. QUEENSBURY SITE AND ZONING REQUIREMENTS LOT 1 LOT 2 LOT 3 REGULATION REQUIRED PROPOSED PROPOSED PROPOSED MINIMUM LOT AREA (AC)2 AC 2.13 AC 2.01 AC 2.01 AC MINIMUM LOT WIDTH (FT)100'198'273'215' MINIMUM ROAD FRONTAGE (FT)100'132'78'26' SETBACKS REQUIRED PROPOSED PROPOSED PROPOSED FRONT (FT)30'38'415'551' SIDE 1 (FT)25'27'64'52' SIDE 2 (FT)25'35'66'150' REAR (FT)30'256'112'46' PERCENT PERMEABLE (%)50%цϵϯй цϵϮй цϵϭй MAXIMUM BUILDING HEIGHT (FT)40'<40'<40'<40' 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING B 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (UPDATED PERMEABILITY LOT #3) (IN FEET) 020'10'20'40' REV #DATE ISSUED / REVISIONS 5 COMMON ACCESS PLAN SCALE: SEE GRAPHIC SCALE ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers , PLLC Civil & Environmental Engineering COMMON ACCESS PLAN C1 NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 5 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86( EXISTING WATER MAIN ALONG BAY ROAD TEE WITH SHUT OFF VALVE. TAP EXISTING WATER MAIN IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT STANDARDS CORRDINATE BAY ROAD CROSSING WITH THE WARREN COUNTY DEPARTMENT OF PUBLIC WORKS 6" HDPE WATER MAIN MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. (6" WATER MAIN AND HYDRANT SHALL BE OWNED BY THE OWNER OF LOT 2, HOWEVER, MAINTENANCE AND REPAIR / REPLACEMENT COSTS SHALL BE BORNE EQUALLY BY THE OWNERS OF LOTS 2 AND 3.) STORMWATER MANAGEMENT FOR COMMON DRIVEWAY: RAIN GARDEN (SWALE) ALONG COMMON DRIVEWAY: 6' WIDE X 1' DEEP (MINIMUM) 4 RG1 12' WIDE COMMON DRIVEWAY AND STORMWATER MANAGEMENT SYSTEM SERVING COMMON DRIVEWAY TO BE OWNED JOINTLY BY THE OWNERS OF LOTS 2 AND 3, MAINTENANCE, REPAIR, AND REPLACEMENT SHALL BE SHARED EQUALLY BY THE OWNERS OF LOTS 2 AND 3. PROPOSED LOCATION FOR FIRE HYDRANT EXI S T I N G P R O P E R T Y L I N E PR O P O S E D P R O P E R T Y L I N E 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS PROPOSED PROPERTY LINE12'EXISTING PROPERTY LINE11' WIDE PRIVATE DRIVEWAY AND STORMWATER MANAGEMENT SYSTEM SERVING DRIVEWAY TO BE OWNED AND MAINTAINED SOLELY BY THE INDIVIDUAL LOT OWNER. (TYP FOR LOTS 2 AND 3) DRAWING NOTES: POTENTIAL DEVELOPMENT: 1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS IS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME OF SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY CONFIGURATION THAT IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE OWNERS ARE SUBJECT TO THE REQUIREMENTS SHOWN ON THESE PLANS. 2.) ALL DEVELOPMENT IN THIS SUBDIVISION SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THIS SET OF DRAWINGS AND THE NYSDEC SWPPP. STORMWATER CONSTRUCTION: 1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED UNDER 'SEDIMENT CONTROL BARRIER' ON 'ENVIRONMENTAL CONTROL DETAILS' DRAWING 'EC1'. ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION AND/OR MULCHING. 11' CONSTRUCTION ENTRANCE AT SITE OF PROPOSED DRIVEWAY; CONVERT TO FINAL SURFACE TREATMENT AT CLOSE OF PROJECT, OR AFTER USE OF HEAVY EQUIPMENT HAS CEASED 1 EC1 BAY ROADGRID09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (NO CHANGES THIS DRAWING SHEET) (IN FEET) 010'5'10'20' REV #DATE ISSUED / REVISIONS 6 POTENTIAL DESIGN: LOT 2 SCALE: SEE GRAPHIC SCALE ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers , PLLC Civil & Environmental Engineering POTENTIAL DESIGN: LOT 2 C2 NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 6 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86( DRAWING NOTES: POTENTIAL DEVELOPMENT: 1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS IS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME OF SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY CONFIGURATION THAT IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE OWNERS ARE SUBJECT TO THE REQUIREMENTS SHOWN ON THESE PLANS. 2.) ALL DEVELOPMENT IN THIS SUBDIVISION SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THIS SET OF DRAWINGS. STORMWATER CONSTRUCTION: 1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED UNDER 'SEDIMENT CONTROL BARRIER' ON 'ENVIRONMENTAL CONTROL DETAILS' DRAWING 'EC1'. ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION AND/OR MULCHING.PROPOSED PROPERTY LINEPROPOSED PROPERTY LINE25' SIDE YARD SETBACK 10' WASTEWATER SETBACK STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE (TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA ;Wd,K&Z/E'ZEϲΗsZ'цͿ 2 RG1 STORMWATER MANAGEMENT FOR DRIVEWAY ON LOT 2 : RAIN GARDEN (SWALE) ALONG DRIVEWAY: 6' WIDE X 1' DEEP (MINIMUM) 4 RG1 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS 25' SIDE YARD SETBACK PROPOSED 1,500 SQ. FT. RESIDENCE AND 600 SQ. FT. GARAGE BY OTHERS 11' WIDE PRIVATE DRIVEWAY ACCESS TO INDIVIDUAL RESIDENCES. GRAVEL OR OTHER NON-PERMEABLE DRIVING SURFACE: GRADE DRIVEWAY TO DRAIN IN THE DIRECTION OF SWALE AND RAIN GARDEN 20' 10' 100' WETLAND SETBACK LINE FOR PROPOSED WASTEWATER 75' WETLAND SETBACK LINE FOR PROPOSED BUILDING 2 RG1 PROPOSED LIMITS OF TREE CLEARING 11' ϰΗTWs'Zs/dz^K/> LINE (2% SLOPE MIN.) ϰΗTWs&&>hEd DISTRIBUTION LINE (O.5% SLOPE MIN.) TYP. SEPTIC TANK BY FORT MILLER CO., OR APPROVED EQUAL ϰΗTWs&&>hEd>/E (1% SLOPE MIN.) DISTRIBUTION BOX BY FORT MILLER CO., OR APPROVED EQUAL 52' LATERAL LENGTHLESS END CAPSQUICK 4 'EQUALIZER 36' INFILTRATION CHAMBERS BY INFILTRATOR, OR APPROVED EQUAL 3 WD2 1 WD1 2 WD1 ϰΗTWsYh>/d/KEW/W/E' WASTEWATER DESIGN INFORMATION: -NEW YORK STATE DEPARTMENT OF HEALTH -TOWN OF QUEENSBURY POTABLE WATER SUPPLY: NEW 6" HDPE WATER MAIN MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. NEW 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. NO KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 100' OF PROPOSED WASTEWATER DISPOSAL SYSTEM. DESIGN FLOW: SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO KITCHEN GARBAGE GRINDERS OR SPAS / HOT TUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM) SEPTIC TANK: SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART SEPTIC TANK EFFLUENT FILTER: PROVIDE (1) MODEL A1801-4X22, 'ZABEL' RESIDENTIAL FILTER LEACHING SYSTEM (TRENCH SYSTEM): SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART FOR TOTAL DAILY FLOW AND MINIMUM LENGTH OF QUICK 4 'EQUALIZER 36' TRENCH REQUIRED. EFFLUENT DISTRIBUTION: GRAVITY DOSING / DISTRIBUTION FROM SEPTIC TANK WASTEWATER SYSTEM SIZING # BEDROOMS (GPD)LATERAL LENGTH (FT)BASAL AREA (SQ. FT.)SEPTIC TANK SIZE (GALS) 3 BEDROOM (330 GPD)104 1,650 1,000 4 BEDROOM (440 GPD)138 2,200 1,250 5 BEDROOM (550 GPD)172 2,750 1,500 NOTE: LATERAL LENGTHS BASED ON A 25% REDUCTION IN TOTAL LATERAL LENGTH IF LEACHING CHAMBERS WITH A MINIMUM WIDTH OF 22" PROVIDED. 6' OC MIN. STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE (TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA ;Wd,K&Z/E'ZEϲΗsZ'цͿGRID 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (NO CHANGES THIS DRAWING SHEET) (IN FEET) 010'5'10'20' REV #DATE ISSUED / REVISIONS 7 POTENTIAL DESIGN: LOT 3 SCALE: SEE GRAPHIC SCALE ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers , PLLC Civil & Environmental Engineering POTENTIAL DESIGN: LOT 3 C3 NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 7 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86(PROPOSED PROPERTY LINEEXISTING PROPERTY LINE2 RG1 STORMWATER MANAGEMENT FOR DRIVEWAY ON LOT 3: RAIN GARDEN (SWALE) 6' WIDE X 1' DEEP (MINIMUM) 4 RG1 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS PROPOSED 1,500 SQ. FT. RESIDENCE AND 600 SQ. FT. GARAGE BY OTHERS 11' WIDE PRIVATE DRIVEWAY ACCESS TO INDIVIDUAL RESIDENCES. GRAVEL OR OTHER NON-PERMEABLE DRIVING SURFACE: GRADE DRIVEWAY TO DRAIN IN THE DIRECTION OF SWALE AND RAIN GARDEN 2 RG1 PROPOSED LIMITS OF TREE CLEARING 11' 25' SIDE YARD SETBACK 30' REAR YARD SETBACK10' 100' WETLAND SETBACK LINE FOR PROPOSED WASTEWATER 75' WETLAND SETBACK LINE FOR PROPOSED BUILDING ϰΗTWs'Zs/dz^K/> LINE (2% SLOPE MIN.) ϰΗTWs&&>hEd/^dZ/hd/KE>/E (O.5% SLOPE MIN.) TYP. SEPTIC TANK BY FORT MILLER CO., OR APPROVED EQUAL ϰΗTWs&&>hEd>/E (1% SLOPE MIN.) DISTRIBUTION BOX BY FORT MILLER CO., OR APPROVED EQUAL QUICK 4 'EQUALIZER 36' INFILTRATION CHAMBERS BY INFILTRATOR, OR APPROVED EQUAL 3 WD2 1 WD1 2 WD1 ϰΗTWsYh>/d/KEW/W/E' 52' LA T E R A L L E N G T H LESS E N D C A P S 20' WASTEWATER SYSTEM SIZING # BEDROOMS (GPD)LATERAL LENGTH (FT)BASAL AREA (SQ. FT.)SEPTIC TANK SIZE (GALS) 3 BEDROOM (330 GPD)104 1,650 1,000 4 BEDROOM (440 GPD)138 2,200 1,250 5 BEDROOM (550 GPD)172 2,750 1,500 NOTE: LATERAL LENGTHS BASED ON A 25% REDUCTION IN TOTAL LATERAL LENGTH IF LEACHING CHAMBERS WITH A MINIMUM WIDTH OF 22" PROVIDED. 6' OC MIN.GRIDSTORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE (TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA ;Wd,K&Z/E'ZEϲΗsZ'цͿ STORMWATER MANAGEMENT: RAIN GARDEN FOR HOUSE (TYP FOR EACH) RAIN GARDEN TO BE SIZED FOR 4.4" OF RAINFALL FOR EACH SQUARE FOOT OF IMPERVIOUS AREA ;Wd,K&Z/E'ZEϲΗsZ'цͿ DRAWING NOTES: POTENTIAL DEVELOPMENT: 1.) DEVELOPMENT DEPICTED ON THESE DRAWINGS IS INTENDED TO SHOW THAT THE LOTS ARE FEASIBLE FOR RESIDENTIAL DEVELOPMENT WHICH IS IN CONFORMANCE WITH STANDARDS IN EFFECT AT THE TIME OF SUBDIVISION. THE DEVELOPMENT SHOWN IS NOT INTENDED TO BE THE ONLY CONFIGURATION THAT IS APPROPRIATE FOR THESE LOTS, AND ALTERNATIVES PROPOSED BY FUTURE OWNERS ARE SUBJECT TO THE REQUIREMENTS SHOWN ON THESE PLANS. 2.) ALL DEVELOPMENT IN THIS SUBDIVISION SHALL FOLLOW THE REQUIREMENTS SET FORTH ON THIS SET OF DRAWINGS. STORMWATER CONSTRUCTION: 1.) UPON COMPLETION OF CONSTRUCTION ON STORMWATER DEVICES, PROVIDE SEDIMENTATION PROTECTION DURING REMAINDER OF CONSTRUCTION BY MEANS OF ONE OF THE PRACTICES LISTED UNDER 'SEDIMENT CONTROL BARRIER' ON 'ENVIRONMENTAL CONTROL DETAILS' DRAWING 'EC1'. ADDITIONAL PROTECTION CAN BE AFFORDED BY APPLYING IMMEDIATE SITE VEGETATIVE STABILIZATION AND/OR MULCHING. WASTEWATER DESIGN INFORMATION: -NEW YORK STATE DEPARTMENT OF HEALTH -TOWN OF QUEENSBURY POTABLE WATER SUPPLY: NEW 6" HDPE WATER MAIN MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. NEW 2" (MIN.) HDPE WATER SERVICE LINES TO EACH PROPERTY; INSTALLATION SHALL BE IN ACCORDANCE WITH QUEENSBURY WATER DEPARTMENT, AWWA, AND NYSDOH STANDARDS. NO KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 100' OF PROPOSED WASTEWATER DISPOSAL SYSTEM. DESIGN FLOW: SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO KITCHEN GARBAGE GRINDERS OR SPAS / HOT TUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM) SEPTIC TANK: SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART SEPTIC TANK EFFLUENT FILTER: PROVIDE (1) MODEL A1801-4X22, 'ZABEL' RESIDENTIAL FILTER LEACHING SYSTEM (TRENCH SYSTEM): SEE 'WASTEWATER LEACHING SYSTEM SIZING' CHART FOR TOTAL DAILY FLOW AND MINIMUM LENGTH OF QUICK 4 'EQUALIZER 36' TRENCH REQUIRED. EFFLUENT DISTRIBUTION: GRAVITY DOSING / DISTRIBUTION FROM SEPTIC TANK 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (NO CHANGES THIS DRAWING SHEET) 2'-0" PERMANENT MARKER OVER COVER 12" (MIN.) WATERTIGHT JOINTS (TYP.) FINISHED GRADE PRECAST CONCRETE RISER AS REQ'D EFFLUENT PIPE; INSTALL AS SHOWN ON PLAN UNDISTURBED NATIVE SOIL FORT MILLER PRECAST SEPTIC TANK OR EQUIVALENT NATIVE BACKFILL THOROUGHLY COMPACTED CRUSHED STONE FOUNDATION SOIL PIPE; INSTALL AS SHOWN ON 'SYSTEM PLAN' INLET 12" (MIN.) OUTLET 15" PROVIDE EXTENDED BASE FOR ANTI-FLOTATION PURPOSES OR EQUIVALENT 6" (MIN.) 3" 1 WD1 SEPTIC TANK DETAIL NON-SHRINK GROUT NSF APPROVED EFFLUENT FILTER ("POLYLOK PL-122", OR EQUIVALENT) 18" MIN.4" SANITARY TEE WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER 22" 12" OUTLET END END INLET 48" EFFECTIVE 53" ACTUAL 2 WD1 "QUICK 4 EQUALIZER 36" DETAIL SCALE: N.T.S. 4" PVC EQUALIZATION PIPE END PLATE WITH STANDARD END "QUICK 4 EQUALIZER 36" INFILTRATION CHAMBERS 4" PVC DISTRIBUTOR FROM DISTRIBUTION BOX END PLATE WITH STANDARD INVERT A WD1 TYPICAL SECTION THROUGH WASTEWATER LEACHING SYSTEM SCALE: N.T.S. LEACHING LATERAL: 'QUICK 4 EQUALIZER 36' CHAMBER UNIT BY 'INFILTRATOR SYSTEMS, INC.' 2 WD1 GRADE TO DRAIN FINISHED GRADE SEED TO GROWTH & MULCH ALL FILLED & DISTURBED AREAS BACK FILL WITH NATIVE SOIL MINUS K>^EZK<^/Ey^^K&ϮΗT EXISTING GRADE 4" MIN. TOPSOIL ϮΖц 6' O.C. (TYP.) NATIVE SOIL 12" MAX. SURFACE PREPARATION L1-L10 WD1 REV #DATE ISSUED / REVISIONS ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers , PLLC Civil & Environmental Engineering WASTEWATER DETAILS WD1 NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 8 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86( LEACHING SYSTEM INSTALLATION: L1.LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481, NYSDOH, NYSDEC, AND OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. L2.REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL FOR RE-USE. CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. L3.LEACHING SYSTEM(S) SHALL BE INSTALLED TO (RELATIVE) ELEVATIONS SHOWN, AND ELEVATIONS OF EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. L4.FILL MATERIAL, IF REQUIRED FOR LEACHING SYSTEM(S), SHALL BE CLEAN GRANULAR SOIL (SAND OR LOAMY SAND) DEVOID OF LARGE STONES, CLAY, ORGANIC DUFF, & NON-SOIL COMPONENTS (DEBRIS, ETC.). PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. PERCOLATION RATE(S) TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY (I.E. SOIL SCIENTIST OR PROFESSIONAL SOILS ENGINEER) IN BORROW PIT PRIOR TO EXCAVATION; SUBMIT WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. L5. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS. THE FILL SHALL BE GRADED TO THE LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. L6.PERCOLATION TESTS SHALL ALSO BE PERFORMED (IN ACCORDANCE WITH NYSDOH STANDARDS) IN PLACE IN LEACHING SYSTEM FOLLOWING COMPACTION. PERCOLATION TEST(S) TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. L7.IN NO CASE SHALL WHEELED EQUIPMENT, EXCEPT PLOWS WHERE REQUIRED, BE ALLOWED DIRECTLY ON THE SOIL WITHIN THE LEACHING AREA FOOTPRINT. (NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR INSTALLATION, AND WHERE FILL MATERIAL IS REQUIRED, IT SHALL BE DUMPED AT THE EDGE OF THE LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT; TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON ϭϮ͟ MINIMUM OF FILL MATERIAL AND NOT ON NATIVE SOIL. L8.INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. VERIFY THAT SYSTEM IS AT CORRECT ELEVATION(S) USING A LEVEL, TRANSIT, OR LASER. L9.SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: x FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. x ALL TREES SHALL BE CUT AT GRADE; STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE REMOVED IF REQUIRED FOR SITE PREPARATION. x REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. x EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY PERMEABLE) SOILS, BEDROCK, DELETERIOUS MATERIALS, SMEARING, ETC. REMOVE DELETERIOUS MATERIAL, INCLUDING SLOWLY PERMEABLE SOILS, WITHIN SYSTEM FOOTPRINT, AS DIRECTED BY ENGINEER. x SCARIFY SUBGRADE; CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF SPECIFIED GRANULAR FILL. ALSO, RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE, INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOT TRAFFIC. x PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND APPROVED, TO REQUIRED ELEVATION. x PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. x INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS / SECTIONS. x BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS; CARE SHALL BE TAKEN TO COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE SOILS. x CROWN THE FILL TO DRAIN, AND INSTALL THE RESERVED NATIVE TOPSOIL, AND/OR A CLAYEY LOAM OR SILTY LOAM TOPSOIL, CAP AS DEPICTED ON THE PLANS (TO ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF PRECIPITATION). x SEED/PLANT, AND THEN MULCH, ENTIRE SYSTEM; MAINTAIN UNTIL GROWTH IS ESTABLISHED. 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (NO CHANGES THIS DRAWING SHEET) 1 WD2 PIPE TRENCH: WATER & SEWER LINES SCALE: N.T.S. ϭϴΗц 4" MIN (6" IF ROCK BELOW) 6" MIN. (TYP.) 18" MIN MOUND TO SHED WATER UNLESS UNDER ROADWAYS; RESTORE ROADS AND WALKWAYS TO ORIGINAL CONDITION; TOPSOIL SEED & MULCH NON PAVED AREAS NATIVE SOIL BACKFILL LESS COBBLES AND LARGER, COMPACTED TO 85% MODIFIED PROCTOR OUTSIDE ROADWAYS, 95% MODIFIED PROCTOR WITHIN ROADWAYS PIPE(S) (SEE PLAN FOR SIZE) CLEAN SAND (100% PASSING 1 4", MAXIMUM 10% PASSING 200 SIEVE) INSTALL MARKER TAPE 18" DEEP SEE NOTES BELOW 1) BURIAL DEPTH: SEWER: 4'0" MIN. COVER; WATER: 5'-6" MIN. COVER. 2A) WATER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0" AND 5'-6" COVER, PROVIDE RIGID FOAM INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH PROVIDES LESS THAN 3'-0" COVER, CONTACT ENGINEER FOR ASSISTANCE. 2B) SEWER LINES: IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0" AND 4'-0" COVER, PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE. IF AVAILABLE DEPTH PROVIDES LESS THAN 2'-0" COVER, REFER TO 'SHALLOW PIPE INSTALLATION' DETAIL. 3) IN VEHICULAR TRAFFIC AREAS, IF 3'0" COVER CANNOT BE ACHIEVED, PIPE(S) SHOULD BE PLACED IN A PROTECTIVE CASING(S). PIPE: BURY AS MUCH AS PRACTICAL NATIVE SOIL BACKFILL AROUND FORCE MAIN WITH NATIVE SOIL MINUS STONES LARGER THAN 1", OR CLEAN SAND MOUND OVER FORCE MAIN WITH SOIL AND/ OR DUFF/ LEAF LITTER; DOCUMENT LOCATION ON RECORD PLAN 2 WD2 SHALLOW PIPE INSTALLATION SCALE: N.T.S. FINISHED GRADE EXISTING GRADE SEWAGE FORCE MAINS SHALL BE INSTALLED TO FULLY DRAIN BETWEEN PUMP CYCLES. IF FULL DRAINAGE IS NOT PRACTICAL, PROVIDE INSULATION AND HEAT TRACING; CONTACT ENGINEER FOR GUIDANCE RIGID FOAM INSULATION (MIN. 2" THICK) AS WARRANTED/ORDERED ϭϬΗц TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; SET LEVEL W/ GRADE PROVIDE ADJUSTABLE LEVELING DEVICE ON EACH OUTLET 4" PVC GRAVITY SEWER @ 0.5% MIN. SLOPE 12" MIN. OF CLEAN SAND OR PEA GRAVEL FOUNDATION 3 WD2 DISTRIBUTION BOX SCALE: N.T.S. INLET OUTLET FORT MILLER BOX OR EQUIVALENT REV #DATE ISSUED / REVISIONS ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers , PLLC Civil & Environmental Engineering WASTEWATER DETAILS WD2 NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 9 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86( GENERAL WASTEWATER NOTES G-1 CONSTRUCTION OF NEW PIPING, TANKS, AND LEACHING SYSTEM(S), ETC. SHALL BE IN CONFORMANCE WITH APPLICABLE NYSDEC, NYS DEPT. OF HEALTH, AND LOCAL COUNTY/TOWN STANDARDS, AS WELL AS DETAILS / SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED (POST 1994). NO KITCHEN GARBAGE GRINDERS, OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. PIPING P-1)ALL GRAVITY SEWER PIPE & FITTINGS SHALL BE PVC SDR 26 OR 35 (SEE PLANS), ASTM D3034; OR HPDE SDR 17, ASTM ϯϯϱϬ͖/E^d>>d/KE^,>>/EKZEt/d,^dDϮϯϮϭ͕hE/Ͳ>>͞,EKK<K&WsW/W͕^/'E͕E /E^d>>d/KE͕͟EDEh&dhZZΖ^ZKDDEd/KE^͘ P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL & SPIGOT PUSH ON TYPE, ASTM D1312, DESIGNED FOR USE WITH PROJECT PIPING P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT & CONTINUOUS GRADE BETWEEN STRUCTURES (I.E. NO LOW OR HIGH POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. GRAVITY SEWER SHALL BE LAID AT THE &K>>Kt/E'D/E/DhD'Z^hE>^^Kd,Zt/^/ZdKEW>E^͗Zt^t'͗ϰ͟ΛϮй͕ϲ͟Λϭй͖^dd> ^t';&&>hEdͿ͗ϰ͟Eϲ͟ΛϬ͘ϱйц͘>>^tZ^,>>><'d^dzEz^WWZKsDd,K͘ P-4)FORCE MAIN SHALL BE HDPE, ASTM D2239 OR F714, 100 PSI MIN PRESSURE RATING; OR, PVC, ASTM D2241, 100 PSI MIN PRESSURE RATING; FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD. P-5)HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT (HEAT) FUSION PROCESS, AND JOINING EQUIPMENT SHOULD BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAY BE USED. EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITIONS FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. REFER TO MANUFACTURES RECOMMENDATIONS. P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS, OR OTHER APPROVED METHOD, IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT ADAPTER, FLANGES, UNIONS, GROOVED COUPLERS, TRANSITION FITTINGS, AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT SCH 40 PVC PIPE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. P-7)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE, AS RECOMMENDED BY THE MANUFACTURER. TANKS/STRUCTURES T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC. OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR WATER TECHNOLOGY, LLC., OR OTHER APPROVED EQUIVALENT. T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION (DESIGNED FOR (H-20) WHEEL LOADING). T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) KsZhZ/KsZ;^Ϳ͕ED^hZDEd͞d/^͟dKWZDEEd&dhZ^͕E^,KtEKE;ZKZͿ DRAWINGS (SEE GENERAL NOTES). T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE &>Kd/KEh^/E',szhdzdE<^t/d,ϲ͟ydE/EdZ'>^^͕KZzE>dZEd/sDd,K APPROVED BY ENGINEER. T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE KOR-N-SEAL, OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER. TANKS TO BE TESTED WATER TIGHT BY METHOD APPROVED BY ENGINEER (ENGINEER TO WITNESS). T-6)CONTRACTOR TO INSTALL TANKS / STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE DOWNSTREAM TANK ONLY. FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS, AND PERMANENT MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY OWNER. 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (NO CHANGES THIS DRAWING SHEET) REV #DATE ISSUED / REVISIONS ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers , PLLC Civil & Environmental Engineering RAIN GARDEN DETAILS RG1 NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 10 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86( ϰΗц;^ZYh/ZͿ RE-VEGETATE DISTURBED AREA WITH LOW MAINTENANCE NATIVE GROUND COVER; MULCH AS REQUIRED 4 RG1 VEGETATED DIVERSION SWALE SCALE: N.T.S. 1 RG1 RAIN GARDEN ON A SLOPE SCALE: N.T.S. 6"-18" MAX. 1' H MAX. 2'H (24" MIN) STABILIZE SLOPES WITH DEEP ROOTED NATIVE GROUND COVERS AND/OR ROCK KEY BERM INTO EXISTING SOIL (8" TYP) (24" MIN) SEASONAL HIGH GROUNDWATER OR BEDROCK REFER TO 'RAIN GARDEN PLANTING SPECIFICATIONS' (RG-1) FOR PLANT SPECIES SELECTION NATIVE FILL OR EQUIVALENT REFER TO 'RAIN GARDEN PLANTING SPECIFICATIONS' (RG-1) FOR PLANT SPECIES SELECTION 'ADS' 'ADVANEDGE' EDGE DRAIN AS CALLED FOR ON DESIGN PLANS MOUND OVER END OF EDGE DRAIN WITH RIVER ROCK ;ϮΗTdKϲΗTͿdKE,KZ/E PLACE AND TO CONCEAL FROM VISIBILITY AND PREVENT INTRUSION OF RODENTS & SMALL ANIMALS MIN. 6" MOUND OVER EDGE DRAIN WITH MIN. 2"-3" SHREDDED HARDWOOD MULCH EDGE DRAIN TO EXTEND TO OPPOSITE WALL OF RAIN GARDEN 'ADS' 'ADVANEDGE' EDGE DRAIN AS CALLED FOR ON DESIGN PLANS EDGE DRAIN TO EXTEND TO OPPOSITE WALL OF RAIN GARDEN 6"-18" SOIL MEDIA: ϵϱйц&/EdKD/hD^E ;>^^d,Eϱйц>zKEdEdͿ ϱйц^EzdKW^K/>t/d,E sZ'K&ϱйцKZ'E/ (FREE OF STONES, ROOTS, WOODY DEBRIS AND ANIMAL WASTE) WEIR AS DIRECTED ON PLANS 2 MIN. 1 DEEP ROOTED SHRUBS TO PROVIDE ADDED SLOPE STABILITY SEE STORMWATER DEVICE DETAILS FOR CONSTRUCTION DETAILS PROPOSED GRADE 5' MIN. STABILIZED OVER FLOW SWALE ϮΖцt/Z/E>d STABILIZATION GEOTEXTILE/GEOGRID AS REQUIRED KEY EROSION GEOTEXTILE INTO SLOPE KEY EROSION GEOTEXTILE INTO SLOPE STABILIZE SLOPES & WEIR OUTLET PER METHOD OF STABILIZATION NOTED IN TABLE BELOW NOTE: 1. UNLESS OTHERWISE SPECIFIED, ALL WEIR OUTLET OVERFLOWS TO BE SHALLOW AND BROAD CRESTED. WEIR OUTLET STABILIZATION TO BE AS FOLLOWS: 3 RG1 STABILIZED OVERFLOW WEIR SCALE: N.T.S. WEIR OUTLET STABILIZATION BASIN VOLUME (CF)METHOD OF STABILIZATION 0-2500 VEGETATED (SEE NOTE 2) 2500-5000 AMERICAN GREEN 'VMAX P550' PERMANENT EROSION CONTROL MATTING, OR APPROVED EQUIVALENT >5000 ROCK LINED 2. PROVIDE TEMPORARY EROSION CONTROL MATTING AS REQUIRED. 2 RG1 RAIN GARDEN ON A FLAT SITE SCALE: N.T.S. BROAD CRESTED WEIR OR 18" WIDE 'ADS' 'ADVANEDGE' EDGE DRAIN OUTLET, AS CALLED FOR ON PLANS; ELEVATION AS SPECIFIED ON PLANS PERFORATED PIPE CLEAN, WASHED, UNIFORM CRUSHED STONE OR GRAVEL (SEE HOUSE FOUNDATION DESIGN) FONDATION BACKFILL IMPERMEABLE LINER/MEMBRANE (POLY OR PVC) FOR SEPARATION OF STORMWATER FROM FOUNDATION DRAIN SYSTEM NOTE: MEMBRANE TO BE PROVIDED IN RAIN GARDEN(S) ADJACENT TO THE HOUSE (NOT REQUIRED ADJACENT TO THE GARAGE). THIS DETAIL APPLICABLE IF FOUNDATION DRAIN IS WITHIN 10' OF RAIN GARDEN PROPOSED RESIDENCE 6"-18" SOIL MEDIA: 95% FINE TO COARSE SAND (LESS THAN 5% CLAY CONTENT) 5% SANDY TOPSOIL WITH AN AVERAGE OF 5% ORGANIC (FREE OF STONES, ROOTS, WOODY DEBRIS AND ANIMAL WASTE) SEASONAL HIGH GROUNDWATER ϰϴΗц;^ZYh/ZͿ ROUTE TO SPILLWAY RG-1) RAIN GARDEN PLANTING SPECIFICATIONS : 1.ALL PLANTS SHALL BE NATIVE OR NATURALIZED TO UPSTATE NEW YORK, AND SHALL CONFORM TO ³AMERICAN STANDARD NURSERY STOCK ´ STANDARDS AND SHALL BE FROM CERTIFIED LOCAL NURSERIES. 2.RAIN GARDEN AREA: MIXTURE OF HERBACEOUS PLANTS AND SHRUBS TAKEN FROM THE FOLLOWING PLANT LIST: SEDGES, REDTOP, BLUE FLAG IRIS, WINTERBERRY, BUTTONBUSH SILKY DOGWOOD, RED STEM DOGWOOD, ELDERBERRY, JOE PYE WEED, COMMON SPICE BUSH, ARROWOOD VIBURNUM, BAYBERRY, YELLOW LOOSESTRIFE (NOT PURPLE), SKUNK CABBAGE, NEW YORK ASTER, BLUE VERVAIN, OR APPROVED OTHERS. 3.FRINGE AREA: MIXTURE OF HERBACEOUS AND/OR WOODY SHRUBS/TREES FROM THE FOLLOWING LIST: RED CHOKE BERRY, RED MAPLE, ELDERBERRY, EASTERN HEMLOCK, BLACK ASH, EASTERN RED CEDAR, SILKY DOGWOOD, RED STEM DOGWOOD, OR OTHERS AS APPROVED. 4.ALL PLANTS SHALL BE PLANTED AND MAINTAINED PER NURSERY SUPPLIER'S RECOMMENDATIONS. 5.PLANTS SHALL BE SPACED RANDOMLY BUT SHALL AVERAGE 30 ´ O.C. SPACING (MAX). 6.PLANTING SHALL OCCUR DURING MAY-JUNE OR SEPTEMBER-OCTOBER AND SHALL BE GUARANTEED FOR MINIMUM OF 1 YEAR. PLANTS SHALL BE WATERED AS RECOMMENDED BY NURSERY SUPPLIER UNTIL ESTABLISHED. 7.MULCH ENTIRE WETLAND/RAIN GARDEN WITH SHREDDED HARDWOOD FREE OF DYE AND CHEMICALS; MULCH TO BE APPLIED AT A UNIFORM LAYER OF 2´-3´ DEPTH. RG-2) BASIN VOLUMES TO BE VERIFIED IN THE FIELD: a.MEASURE BOTTOM AREA IN SQUARE FEET (ON A HORIZONTAL PLANE), AND, b.MEASURE THE AREA AT THE TOP OF THE BASIN AT THE ELEVATION OF THE OVERFLOW WEIR. c.CALCULATE THE AVERAGE OF THE TWO AREAS. d.MEASURE THE VERTICAL DISTANCE BETWEEN WHERE THE BOTTOM AND THE TOP AREAS WERE MEASURED (FEET). e.MULTIPLY THE AVERAGE AREA (SF) X THE VERTICAL DIFFERENCE (FT) TO OBTAIN THE BASIN VOLUME IN CUBIC FEET (CF). INFILTRATION BASIN (RAIN GARDEN) MAINTENANCE NOTES: SEDIMENT: SEDIMENT ACCUMULATIONS OR HEAVY ORGANIC MATTER TO BE REMOVED AS NECESSARY (MAX. 50% BY VOLUME). OUTLETS TO BE CHECKED FOR EROSION AND REPAIRED/UPGRADED AS SOON AS POSSIBLE. APPROPRIATE ELEVATIONS TO BE MAINTAINED ON ALL FEATURES OF THE STORMWATER DEVICE. VEGETATION: PLANTINGS TO BE PERMANENTLY MAINTAINED IN HEALTHY CONDITION. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR WEEDING, IRRIGATION, PRUNING, AND OTHER PERMANENT MAINTENANCE OF ALL PLANTINGS AS NEEDED. COMPLIANCE: UP KEEP, MAINTENANCE, PERIODIC INSPECTIONS AND REPORTING TO BE COMPLETED IN ACCORDANCE WITH THE EXECUTED 'STORMWATER CONTROL FACILITY MAINTENANCE AGREEMENT' BETWEEN THE PROPERTY OWNER AND THE PERMITTING AUTHORITY. 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (NO CHANGES THIS DRAWING SHEET) 10' MAXIMUM 8" MIN. (TYP.) 4" MIN. 1'-8" 1'-4" 1'-4" 1'-8" 8" 1'-4" 1'-4" 24" (MAX.) TYP. GEOTEXTILE FABRIC WRAPPED AROUND HAY BALES, AS SHOWN ABOVE 2" x 2" HARDWOOD STAKES OR RE-BARS DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED OVERLAP FABRIC @ STAKE 1 EC1 SEDIMENT CONTROL BARRIER (SHEET FLOW) SCALE: N.T.S. TYPICAL TIE POINTS STEEL OR 2" x 2" HARDWOOD POSTSGEOTEXTILE FABRIC MEETING NYSSSESC SPECIFICATIONS SECURELY FASTEN WIRE FENCE TO POSTS & FABRIC TO FENCE STEEL OR HARDWOOD POST GEOTEXTILE FABRIC 4"x6" TRENCH WITH COMPACTED BACKFILL GEOTEXTILE FABRIC 3 4" (MIN.) DRAIN ROCK (IF REQUIRED) SAND BAGS LAID TIGHT END TO END, PERPENDICULAR TO DIRECTION OF FLOW HARD SURFACE WOVEN WIRE FENCE 4' MIN.B 4' MIN. DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP ORIGINAL GRADE NON-WOVEN GEOTEXTILE FABRIC LIGHT RIP RAP (TYP.) FLOW NOTES: 1) THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. 2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3) ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST VERSION OF THE NYSSSESC. 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" (MAX.) RECOMMENDED STORAGE HEIGHT. 5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 6) DETAIL SHOWN IS EQUIVALENT TO A "REINFORCED" SILT FENCE. REFERENCES MADE TO "STANDARD" AND "SUPER" SILT FENCE, SEE NYSSSESC. SHEET FLOW BARRIER DEVICE SYMBOL: BUTT BALES TOGETHER, I.E.: NO GAP SHEET FLOW DRAINAGE BEDDING DETAIL FLOW (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) NOTES: 1) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL. FLOW SAND BAGS SILT FENCE STRAW BALE DIKE A 1 FLOW NOTES: 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. 2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. 3) "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH. 4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. FLOW STONE / EARTH DIKE (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) EROSION & SEDIMENT CONTROL: ESC-1) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY. ESC-2) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NYSSSESC), ISSUED BY THE NYSDEC, LATEST EDITION. ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE TO THE NYSSSESC. EROSION CONTROL OPTIONS INCLUDE: A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED, B) MULCH WITH STRAW, BARK MULCH, STONE, ETC., C) APPLY EROSION CONTROL MATTING, OR D) OTHER, AS APPROVED. ESC-4) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. ESC-5) FOR PROJECTS IN THE LAKE GEORGE BASIN: ESC-5A) WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK RIP-RAP, NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS STRUCTURES. ESC-5B) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AND IN THE LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). ESC-5C) GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO APRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED TO, THE USE OF SCREEN MESH, NETTING, EXTRA MULCH, AND SILTATION FENCES. ESC-6) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. ESC-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ ENGINEER FOR APPROVAL. EARTHWORK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER.FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC, SOILS RESTORATION TO BE AS FOLLOWS: SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF "NEW YORK STATE STORMWATER DESIGN MANUAL": APPLICATION OF 3" OF COMPOST, TILLING COMPOST INTO SUB-SOIL A MINIMUM DEPTH OF 12". APPLICATION OF TOPSOIL TO A DEPTH OF 6". VEGETATE AS REQUIRED PER LANDSCAPING PLAN, IF APPLICABLE, OR AT THE DIRECTION OF OWNER. ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). COMPOST FILTER SOCK 2"X2" WOODEN STAKES PLACED AT 10' O.C. MAX. SPACING 8' EXISTING CONTOURS 2"X2" WOODEN STAKES PLACED 10' O.C. 1' MIN. COMPOST FILTER SOCK PER NYSSSESCFLOWFLOW102101100 WIDTH: 12'-24' (SEE NOTE) 1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. 2.) DIAMETERS DESIGNED FOR USE SHALL BE 12"-32" EXCEPT THAT 8" DIAMETER SOCKS MAY BE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES. 3.) COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2" X 2" WOODEN STAKES DRIVEN 12" INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. 4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING LIMITS DITCH STABILIZATION GUIDELINES (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) DS-1) 0-6%: SEED & MULCH DS-2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) DS-3) 10-15%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) SLOPE STABILIZATION GUIDELINES (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) SS-1) 0-25%: SEED & MULCH SS-2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT) SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SLOPES (EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT) SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON SLOPES (EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT) SS-5) 100%+: CONTACT ENGINEER FOR GUIDANCE. DIAMETER (IN.) SLOPE% 2 5 10 20 25 33 50 8 225*200 100 50 20 -- 12 250 225 125 65 50 40 25 18 275 250 150 70 55 45 30 24 350 275 200 130 100 60 35 32 450 325 275 150 120 75 50 GEOTEXTILE: PLACED OVER ENTIRE AREA TO BE COVERED WITH AGGREGATE (SEE NOTES) EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES: 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. 3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN LOG/REPORT BOOK. (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN BE FOUND AT: http://www.dec.ny.gov/chemical/29066.html OTHER ENVIRONMENTAL CONTROLS: 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK"); LATEST EDITION 2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF TANK CONTENTS; AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. COMPOST FILTER SOCK WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING) ON REINFORCED SILT FENCE * LENGTH IN FEET CONSTRUCTION ENTRANCE SPECIFICATIONS CS-1) AGGREGATE: A) STONE SIZE - USE #3 OR #4 (1"-4") STONE OR RUBBLE. B) THICKNESS: NOT LESS THAN 6". CS-2) LENGTH: A) TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH= RECOMMENDED 50' MIN. B) A SINGLE RESIDENCE LOT ENTRANCE LENGTH= RECOMMENDED 30' MIN. CS-3) WIDTH: RECOMMENDED 12' MIN. WIDTH WITH SEPARATE ENTRANCE & EXITS TO SITE B) RECOMMENDED 24' MIN WIDTH WITH COMBINED ENTRANCE & EXITS TO SITE CS-4) GEOTEXTILE: A) TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. B) NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT C) FABRIC SPECIFICATIONS: LIGHT DUTY ROAD= MIRAFI 100X OR APPROVED EQUIVALENT HEAVY DUTY ROAD= MIRAFI 600X OR APPROVED EQUIVALENT CS-5) SURFACE WATER: ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES MAY BE CONSTRUCTED CS-6) MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. CS-7) WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CS-8) INSPECTION: PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN AGGREGATE: 6" THICK (SEE NOTE) 10' MIN. RADIUS (TYP.) LENGTH: 30'-50' (SEE NOTES)PUBLIC ROADWAYPROVIDE CONSTRUCTION ENTRANCE AS REQUIRED TO PREVENT TRACKING ONTO HIGHWAY. CONSTRUCTION ENTRANCE REV #DATE ISSUED / REVISIONS ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT PLOTTED / REVISED: DRAWING: PHONE: (518) 792-2907 JARRETT En gineers , PLLC Civil & Environmental Engineering ENVIRONMENTAL CONTROLS EC1 NASRANI SUBDIVISION PAUL NASRANI BAY ROAD QUEENSBURY, NEW YORK SEPTEMBER 2022 PRO #21-010 SHEET: 11 OF 11 BASESHEET: 22 x 34 11/10/22 11:15 AM H. THOMAS JARRETT P.E. # 57509 2022 "DOCUMENTS PROVIDED IN SUPPORT OF THIS DESIGN MAY BE USED ONLY FOR THE USE SPECIFIED IN THE "ISSUE/REVISION" BLOCK ABOVE. THEY MAY NOT BE USED FOR ANY OTHER 385326(125,1&25325$7(',1$1<68%6(48(17'(6,*1:25.:,7+2877+(:5,77(1&216(172)¬-$55(77(1*,1((563//&21/<'2&80(176/$%(/('$6,668(')25 &216758&7,210$<%(86(')256$0(86(56+$//+2/'¬-$55(77(1*,1((563//&+$50/(66$1''()(1'-$55(77(1*,1((563//&)520$1<81$87+25,=('86( 09/15/2022 A SUBMITTED TO THE TOWN OF QUEENSBURY FOR PERMITTING 11/10/2022 B UPDATED FOR TOWN OF QUEENSBURY PERMITTING (NO CHANGES THIS DRAWING SHEET)