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4.14 4.14 WASTBWATBR\Greater Qby Consolidated Sanitary Sewer Bxt#6—674 Quaker Road—Barrett-Set Public Hearing—8-5-2024 ORDER SETTING PUBLIC HEARING CONCERNING PROPOSED EXTENSION #6 TO GREATER QUEENSBURY CONSOLIDATED SANITARY SEWER DISTRICT TO SERVE 674 QUAKER ROAD RESOLUTION NO.: ,2024 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Town of Queensbury wishes to extend the Greater Queensbury Consolidated Sanitary Sewer District(GQCSSD)to serve a commercial property owned by James E. Barrett (Property Owner) and located at 674 Quaker Road in the Town of Queensbury, New York (Tax Map No.: 303.15-1-13) referred to as the "Property" in accordance with New York Town Law Article 12-A, and WHEREAS, a Map, Plan and Report has been prepared by RU Holmes Engineers, PLLC (Map, Plan and Report) concerning proposed Sanitary Sewer District Extension 46 (Extension 46) to connect the Property to the existing GQCSSD as more specifically set forth and described in the Map, Plan and Report, and WHEREAS, the Map, Plan and Report has been filed in the Queensbury Town Clerk's Office and is available for public inspection, and WHEREAS,the Map,Plan and Report delineates the boundaries of the proposed Extension 46, a general plan of the proposed system, a report of the proposed method of operation, all outlets and the terminus and course of each proposed main sewer or drain together with the location and a general description of all sewage disposal plants, pumping stations and other public works, if any, and is consistent with, so far as possible, any comprehensive plan for sewers developed and maintained pursuant to General Municipal Law §99-f, and WHEREAS, Part I of a Short Environmental Assessment Form has been prepared and presented at this meeting and the engineer has indicated that it is an Unlisted Action and the Action will undergo an Uncoordinated Review, NOW, THEREFORE, IT IS HEREBY ORDERED: 1. The boundaries of the proposed Extension 46 are as set forth in the Map, Plan and Report and as follows: All that certain piece or parcel of land situate, lying and being in the Town of Queensbury, County of Warren, and the State of New York, more particularly bounded and described as follows: BEGINNING at an iron rod found in the southerly bounds of Quaker Road, being the northwest corner of the lands as conveyed to TWAS Quaker Road LLC by deed book 6320 at page 67; thence running in a southerly direction, along the westerly bounds of TWAS, the following three courses and distances: 1.) South 31 degrees, 02 minutes, and 07 seconds West, a distance of 300.00 feet to an iron rod; thence 2.) South 09 degrees, 57 minutes, and 37 seconds West, a distance of 471.37 feet to apoint; thence 3.) Along a curve to the left, having a radius of 50.00 feet, for a distance of 78.54 feet to a capped iron rod found in the northerly bounds of Dix Avenue; thence continuing in a westerly direction, along the northerly bounds of Dix Avenue,North 80 degrees,02 minutes, and 23 seconds West, a distance of 150.00 feet to a point marking the southeast corner of the lands as conveyed to Garvey Sisters, LLC by deed book 6498 at page 103; thence continuing in a northerly direction, along the bounds of Garvey Sisters, LLC the following five courses and distances: 2 1.) Along a curve to the left, having a radius of 50.00 feet, for a distance of 78.54 feet to a point; thence 2.)North 09 degrees, 57 minutes, and 37 seconds East, a distance of 334.10 feet to a point; thence 3.) Along a curve to the left, having a radius of 150.00 feet, for a distance of 180.45 feet to a point; thence 4.)North 58 degrees, 57 minutes, and 53 seconds West, a distance of 219.13 feet to apoint; thence 5.) Along a curve to the left, having a radius of 300.00 feet, for a distance of 180.24 feet to a point marking the southeast corner of the lands as conveyed to Garden World Associates, LLC by deed book 3649 at page 101; thence running in a northerly direction, along the easterly bounds of Garden World Associates, LLC, the following two courses and distances: 1.)North 03 degrees, 23 minutes, and 14 seconds West, a distance of 50.02 feet to a point; thence 2.) North 31 degrees, 02 minutes, and 07 seconds East, a distance of 366.18 feet to a point in the southerly bounds of Quaker Road; thence continuing in an easterly direction, along the southerly bounds of Quaker Road, the following four courses and distances: 1.) South 49 degrees, 11 minutes, and 13 seconds East, a distance of 79.39 feet to a concrete monument; thence 2.) South 64 degrees, 39 minutes, and 03 seconds East, a distance of 86.57 feet to a concrete monument; thence 3.) South 58 degrees, 57 minutes, and 53 seconds East, a distance of 104.88 feet to an iron rod; thence 4.) South 58 degrees, 57 minutes, and 53 seconds East, a distance of 285.00 feet to an iron rod marking the place and point of beginning, containing 5.16 acres of land to be the same more or less. Bearings given in the above description refer to Grid North. SUBJECT to easements of record. 3 2. The new sewer system facilities necessary to serve the Property will connect to the GQCSSD sanitary collection system via a municipal sanitary manhole located on the south side of Dix Avenue (County Rt. 42)near the intersection of Dix Avenue and Barrett Drive. The sanitary manhole discharges to an 8"0 gravity sanitary sewer line that flows to the west northwest along Dix Avenue to the municipal boundary with the City of Glens Falls. At the City line the GQCSSD collection system discharges to the City of Glens Falls sanitary sewer collection system. The existing on-site septic tank and leaching system presently serving the property are proposed to be abandoned/demolished in place and replaced with a new 6"0 sanitary sewer connecting to the existing building sanitary outfall located on the west side of the building. The new 6" sanitary sewer would drain to the south parallel to the west side of the building to a new on-site sanitary pump station to the south of the existing parking lot. A new duplex sanitary pump station is proposed to be installed along the south side of the existing parking lot south of the building. A small diameter HDPE sanitary force main would run from the proposed pump station to the south along the east side of Barrett Drive to the intersection with Dix Avenue. 3. The facilities for this Sanitary Sewer District Extension 46 to be constructed and capital costs associated with this Extension 46 are estimated to be approximately $143,000+/- to be paid for by the Property Owner. The cost of hook-up and permit fees is estimated to be $2,503.28. There will be no construction costs to the Town. The Property Owner will be required to maintain all of its sewer infrastructure to the point of connection to the existing sewer main. No dedication of infrastructure will be necessary for this Extension 46. 4. The estimated annual cost of the Extension 46 to the Property will be calculated as detailed in the Map, Plan and Report filed in the Town Clerk's Office and also available on the Town of Queensbury Website: www.queensbury.net. There is no "typical property" which is a one or two family home in such proposed District as the one commercial lot/subject property is the only property in this Extension 46 and the "typical property." The cost of operation and maintenance would include the costs to operate, maintain, and supply the sewer system and is reflected in sewer rent charges. Based on an estimated annual usage of 89,000 gallons per year and an existing operation and maintenance rate of$7.00 per 1,000 gallons, the Property's yearly 4 amount would be $623 per year,paid quarterly. The Town also imposes a property's share of the Greater Queensbury Consolidated Sanitary Sewer District's debt service using a benefit tax. The estimated units are 33.95 total x $21.9115/Unit resulting in an estimated benefit tax of $743.90. The calculation of $623 in sewer rents annually plus the $743.90 in benefit tax would come to approximately $1,366.90 annually. This Property is the only property in this Extension 46 so it is the mode/typical property. 5. The Property Owner will pay all costs of the improvements including the one-time buy-in cost and Town connection fee, so there will be no financing required by the Town on behalf of the District or otherwise. 6. A detailed explanation of how the estimated costs of the Extension 46 were computed is included in the Map,Plan and Report which has been filed with the Queensbury Town Clerk and is available for public inspection. 7. The proposed improvements shall be constructed and installed as specifically delineated in the Map, Plan and Report and in full accordance with the Town of Queensbury's specifications, ordinances or local laws, and any State laws or regulations, and in accordance with approved plans and specifications and under competent engineering supervision. 8. The Town Board shall meet and hold a public hearing at the Queensbury Activities Center, 742 Bay Road, Queensbury at 7:00 p.m., on Monday, September 9 h, 2024 to consider the Map, Plan and Report and to hear all persons interested in the proposal and to take such other and further action as may be required or authorized by law. 9. The Town Board hereby authorizes and directs the Queensbury Town Clerk to duly publish and post this Order not less than ten (10) days nor more than twenty (20) days before the public hearing date, as required by Town Law §209-d, and complete or arrange for the securing of two(2)Affidavits of Publication of Notice and two(2)Affidavits of Posting of Notice of the Public Hearing required hereby and to file a certified copy of this Order with the State Comptroller on or about the date of publication. 5 10. The Town Board hereby declares that this action is an Unlisted Action pursuant to 6 NYCRR 617 et. seq., and will perform uncoordinated review of this Project. Duly adopted this 5"'day of August, 2024,by the following vote: AYES NOES ABSENT: 6 SEWER CONNECTION PROPOSED SANITARY SEWER CONNECTION QUAKER ROAD TOWN OF QUEENSBURY, NEW YORK SITE LOCATION LEGEND: LINE TYPE EXISTING STRUCTURES/OBJECTS/UTILITIES SURVEYED AND OR FIELD VERIFIED: EXISTING STRUCTURES/OBJECTS/UTILITIES NOT VERIFIED BY SURVEY OR - FIELD DOCUMENTATION: PROPOSED STRUCTURES/OBJECTS/ UTILITIES PROPERTY LiNt: - - — - — PROPOSED MAJOR CONTOUR LINES: 100 PROPOSED MINOR CONTOUR LINES: - - - - - - - 99 - - - - - - - EXISTING MAJOR CONTOUR LINES: 100 EXISTING MINOR CONTOUR LINES: - - - - - - - 99 - - - - - - - TREE LINE: SHORELINE/STREAM: — SWALE: FENCES: CHAIN LINK, WOODEN: —X X— SYM B 0 LS/ABB REV IAT I O NS: POTABLE WATER PW FIRE LINE FI RE GRAVITY SANITARY SEWER SA-G PRESSURE SANITARY SEWER SA -FM STORM SEWER ST GAS LINE GAS OVERHEAD POWER LINE OU-P OVERHEAD COMMUNICATION LINE OU-C UNDERGROUND POWER LINE UG—P— UNDERGROUND COMMUNICATION LINE UG—C— SANITARY MANHOLE OS FIRE HYDRANT UTILITY POLE `'0..+ STORM MANHOLE QD WATER VALVE (>4 LIGHT FIXTURE G REVISION INDICATOR: A TEST HOLE: (b TP # PERCOLATION TEST: fW PT# 4 P-IX G�ENS`FALLS L, s-'_.ts-s.17 E GJaKER R> AG L 3 ;t. , •E ! - FOREST EN -R15E`` WAN AGE JE*=J7 3"3 :,.1 z5_ f !T;;T HIU. �•RO�ERTiEb "5 75 L I' 3AB©E'J '•:v3R_D ASSCIC,AT Et -_LC 3T3 "•-1 1. i !! 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LL..^. 3;2 19 t 1110c NAR1d'cR CAfi_E NORTHEAST �53-15.138.2 v- tt _ ARcC: i:rLLC +'It-1-- t - i'dtl_STCIJ R PACTR'FROTECTi'.E PACKAGit;G INC 3:; ' 5-'-33 JAVF YsT 3! •s-s j _ NEIGHBORHOOD PLAN SCALE. SEE GRAPHIC SCALE GRAPHIC SCALE 200' 0 100' 200' 400' (IN FEET) RU HOLMEL.Engineers, PLLC Civ I S E- dbmentgEngineering 12 EAST WASHINGTON STREET GLENS FALLS, NY PH005167M2907 PRO # 21-100 TO NORTH QUEENSBURY isc Scach fr / LAKE GEORGE 1 5 - ! crosbury y _. ! QUEENSBURY i _ �FALLS SITE LOCATION GLENS FALLSf��Glens fal}HUDSON alas 1. SOUTH GLENS FALLS TO MOREAU / o r SARATOGA SPRI NGS g aLOCATION PLAN SCALE: N.T.S. G-1) LOCATION PLAN IMAGERY AND NEIGHBORHOOD PLAN WITH TAX MAP INFORMATION OBTAINED FROM WARREN COUNTY COMMUNITY MAP GIS; ZONE MAP IMAGERY OBTAINED FROM QUEENSBURY ZONING MAP. PROJECT SHEET INDEX DRAWING- DRAWING TITLE SHFFT= COVER COVERSHEET - 1OF7 EXISTING CONDITIONS AND DEMOLITION PLAN 2 OF 7 WWI WASTEWATER PLAN 3OF7 WD1 WASTEWATER DETAILS - 4OF 7 WD2 WASTEWATER DETAILS 5OF7 PSI PUMP STATION DETAILS 6 OF 7 ECI ENVIRONMENTAL CONTROL DETAILS 7OF7 '.. NOT FOR CONSTRUCTION GENERAL NOTES , � 1 / \ APPROXIMATE LOCATION OF EXISTING OIL AND WATER SEPARATOR TO BE REMOVED / / 1 APPROXIMATE LOCATION OF EXISTING ` SEPTIC TANK PROPOSED FOR REMOVAL OR DEMOLITION IN PLACE APPROXIMATE LOCATION OF EXISTING APPROXIMATE LOCATION OF EXISTING / DRY WELL PROPOSED FOR REMOVAL ' / LEACHING DEVICE PROPOSED TO BE - / DISCONNECTED AND ABANDONED / 1 � ' I / / 1 NOT 06/03/2024 A - - . - DATE REV # 1 of K' r 1 NE 2 EXISTING CONDITIONS AND DEMOLITION PLAN SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 50, 0 25' 50' 100, (IN FEET) G-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN & STEVES LAND SURVEYORS "MAP OF A SURVEY MADE FOR E. JAMES BARRETT. TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK". MAP DATED DECEMBER 09, 2022. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE N. 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. FOR CONSTRUCTION GENERAL NOTES f/ / 10' Y \ Mph �o -/ PROPOSED 6"0 PVC S / SEWER CLEAN OUT WD PROPOSED 6"GRAVITY SEWER 2 3 / LINE @ 1.0%MINIMUM SLOPE WD WD \` / It \, 1 G-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN & STEVES LAND SURVEYORS "MAP OF A SURVEY MADE FOR E. JAMES BARRETT. TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK". MAP DATED DECEMBER 09, 2022, 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. PROPOSED 4"0 PVC FLOOR DRAIN _ LINE TO OIL/WATER SEPERATOR @ 1 2% MIN.SLOPE 1 PROPOSED OIL/WATER SEPARATOR WD ' 4 PROTECTED FORCE MAIN CROSSING; 1 PROTECTIVE SLEEVE AND POLYETHYLENE `� 1 PROPOSED EROSION AND / WD FOAM PIPE INSULATION ECl SEDIMENT CONTROL BARRIER 2 3 1 WD WD PROPOSED SANITARY FORCE MAIN CONNECTTO EXISTING SERVICE CONNECTION DEDICATED FOR'ROMEO' FORCE MAIN'TIE IN' 1 1 2 3 LOCATED JUST OUTSIDE OF DIX AVE. R.O.W. IN 1 FRONT OF TIDAL WAVE AUTO SPA. SEE • WD WD WD DRAWINGS ENTITLED "SANITARY ' IMPROVEMENTS SITE PLAN FOR TIDAL WAVE AUTO SPA", DATED: 3/28/2023 1 PROPOSED 4"0 PVC DRAIN LINE _ _ _ FROM OIL/WATER SEPERATOR @ ' 1% MIN.SLOPE ` 1 / J, 1 PROPOSED ENVIRONMENTAL I 1 2 ONE EXTREME SERIES WH472 DUPLEX PUMP STATION WITH , PSl PSl STEEL BOLLARDS AND TIMBER FRAMING PROTECTION BARRIER , ' 1 I 1 i NOT FOR CONSTRUCTION 3 WASTEWATER PLAN SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 50, 0 25' 50' 100, (IN FEE-) WATERTIGHT JOINTS (TYP.) FINISHED GRADE PERMANENT MARKER OVER COVER 12" (MIN.) INLET FROM KITCHEN FACILITIES L INLETS 16" NATIVE BACKFILL THOROUGHLY COMPACTED MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1009 WITH NON -PENETRATING PICK HOLES OR EQUIVALENT; GRADETO DRAIN AWAY FROM COVER PRECAST CONCRETE RISER AS REQ'D EFFLUENT PIPE; INSTALL AS SHOWN ON DRAWING OUTLET ­11- — SANITARY OUTLET TEE FORT MILLER HEAVY DUTY 1000 GAL. PRECAST H-2D TRAFFIC LOAD SEPTIC TANK OR EQUIVALENT (TYP.) FOR USE AS GREASE TRAPS; EXISTING TANKS MAY BE RE -USED PROVIDED THEY ARE STRUCTURALLY SOUND PVC SCREW IN CAP/PLUG OR (PROVIDE FLUSH CAP WITH PROTECTIVE CAST IRON FRAME AND COVER IN HARD SURFACE AREAS) TOPSOIL SEED & MULCH GRADETO SHED WATER _ EXISTING GRADE PVC 45°ELBOWS DEPTH PVC VARIES (SEE PLANS) q5° WYES OIL PIPE 4-11. 1 Y FLOW III. TO MUNICIPAL SEWER 5 WASTEWATER CLEAN OUT WD� SCALE: N.T.S. 1-161 6" (MIN.) 6" 12" (MIN.) ; a a PROVIDE EXTENDED BASE FOR ANTI -FLOTATION PURPOSES OREQUIVALENT /VX/VX/�X/\�V�/V�/VA/\�\OVA/V /\�VA� UNDISTURBED NATIVE SOIL MOUND TO SHED WATER UNLESS UNDER VA�iAAAii�iAA�VA \iAAiAA\i�\i�V�V�iAAAA\iAAiAAiAA�VAiAAiAAi�\i)Ai�� ROADWAYS; RESTORE ROADS AND WALKWAYS TO ORIGINAL CONDITION; TOPSOIL, SEED & MULCH NON -PAVED AREAS CRUSHED STONE FOUNDATION NOTE: PROVIDE ZOELLER 10-1526, OIL SMART ALARM NATIVE SOIL BACKFILL LESS SYSTEM OR EQUIVALENT FOR OIL/WATER SEPARATOR. COBBLES AND LARGER, COMPACTED INSTALL MARKER MIN. 4' TO ` TO 85% MODIFIED PROCTOR OUTSIDE TAPE 18"DEEP \ �� \ TO OF PIPE / ROADWAYS, 95% MODIFIED PROCTOR OIL / WATER SEPARATOR DETAIL / /\V��� �� WITHIN ROADWAYS WD1 SCALE: N.T.S. CLEAN SAND (100% PASSING MAXIMUM IO%PASSING 20051EVE) 18"MIN 6" MIN.(TYP.) \\ \\ FORCE MAIN /\/ `' ;U ,•\ (SEE PEAN FOR SIZE) 4" MIN (6" IF ��' ROCK BELOW) MIN. 10" PVC SDR 26 PIPEJ (PROTECTIVE SLEEVE) INSTALL MARKER TAPE 18" DEEP CLEAN SAND (100% PASSING Y4", MAXIMUM 10% PASSING 200 SIEVE) 6" MIN. (TYP.) PIPE(S)_ (SEE PLAN FOR SIZE) 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 4" MIN (6" IF ROCK BELOW) 1) BURIAL DEPTH'. COLLECTION SEWER & SANITARY FORCE MAIN: 4'0" MIN, COVER WATER LINES: 5'-6" MIN. COVER GRAVITY SEPTIC PIPE: 2' 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 T-O" COVER, CONTAR ENGINEER FOR ASSISTANCE. 2B)COLLECTION SEWER& SANITARY FORCE MAINS: IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-011AND 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. 2C) GRAVITY SEPTIC PIPE: IF AVAILABLE DEPTH PROVIDES LESS THAN 1'-0" COVER, PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE, REFER TO'SHALLOW PIPE INSTALLATION' DETAIL. 3A) FOR COLLECTION SEWERS, SANITARY FORCE MAINS & WATER LINES LOCATED IN VEHICULAR TRAFFIC ARE : IF TO' COVER CANNOT BE ACHIEVED, PIPING/LINES SHOULD BE PLACED IN A PROTECTIVE CASING(S). 3B) FOP GRAVITY SEPTIC PIPE LOCATED IN VEHICULAR TRAFFIC AREAS: IF VC" COVER CANNOT BE ACHIEVED, PIN NG/LIN ES SHOULD BE PLACED IN A PROTECTIVE CASING(S). 2 PIPE TRENCH: WATER $ SEWER LINES WD1 SCALE: N.T.S. MIN. 2" THK. POLYETHYLENE / i--18"SLEEVE ENDS TO BE FOAM PIPE INSULATION J SEALED AROUND THE AROUND FORCE MAIN FORCE MAIN LINE 4 CROSSING: PROTECTED FORCE MAIN WD1 SCALE: N.T.S. RIGID FOAM INSULATION (MIN. 2" THICK) AS WARRANTED/ORDERED PIPE: BURY AS MUCH AS PRACTICAL NATIVE SOIL BACKFILLAROUND FORCE MAIN WITH NATIVE SOIL MINUS STONES LARGERTHAN 1".OR CLEAN SAND MOUND OVER FORCE MAIN WITH SOIL AND/OR DUFF/ LEAF LITTER; DOCUMENT LOCATION ON RECORD PLAN 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 3 SHALLOW PIPE INSTALLATION WD1 SCALE: N.T.S. 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 D3350; INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321, UNI-BELL "HANDBOOK OF PVC PIPE, DESIGN, AND INSTALLATION", AND MANUFACTURER'S RECOMMENDATIONS. P-2) GRAVITY SEWER PIPE JOINTSTO 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 (LE. NO LOW OR HIGH POINTS), UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER. GRAVITY SEWER SHALL BE LAID ATTHE FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS: RAW SEWAGE: 4" @ 2%, 6" @ 1%; SETTLED SEWAGE (EFFLUENT): 4" AND 6" @ D5%3. ALL SEWER SHALL BE LEAKAGE TESTED BY A NYSDEC APPROVED METHOD. P-4) FORCE MAIN SHALL BE HDPE, ASTM D22390R 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 JOI NING 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 MAYBE 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 MAYBE USED TO MECHANICALLY CONNECT SCH 40 PVC PIPE, IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. P-7) THERMOPLASTIC PIPING MAYBE 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) OVER BURIED COVER(S), AND MEASUREMENT "TIES" TO PERMANENT FEATURES, AND SHOWN ON (RECORD) DRAWINGS (SEE GENERAL NOTES). T-4) ALLTANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOATION USING HEAVY DUTY TANKS WITH 6" EXTENDED INTERGAL BASES, OR BY AN ALTERNATIVE METHOD 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 WATERTIGHT 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. NOT FOR CONSTRUCTION r LID ASSEMBLY WITH PENTAGON HEAD PLUG MATERIAL CAST !RON I EXTENSION TYPE CURB BOX O WITH ARCH PATTERN BASE MATERIAL: ASS PLM VIEW LATERAL SSE PROPERTYASSEMBLY AT 77 5'MIN GATE- 1 VALVE LPSS MAIN - PROPERTY OWNER IS VALVE BOX & FULLY �+ RESPONSIBLE OR INSTALLING PORTED BALL VALVE SIZED LATERAL TO GRINDER PUMP / PER LPSS MAIN �GRHVEL BEDDING SIZE VARIES DR1I - / \ - HDPE PIPE \ SWEEP ELBOW PEA GRAVEL ORS `-CORPORATION STOP CRUSHED STONE �'EA GRAVEL OR TO MAIN SADDLE TAP CRUSHED STONE _ NOTES: VALVE CURB STOP WITH, FEMALE PIPE PEA GRAVEL OR CRUSHED NOTE: COMPRESSION ADAPTER FITi1NG J THREADS AND VALVE POSITION STOPS 1. SIZE OF LPSS MAIN AND LATERAL PER PP SHEETS STONE BEDDING MATERIAL: BRASS (OPEN/CLOSED) WITH INTEGRAL CHECK 1. SIZE OF FLUSHING CONNECTIONS PER PP SHEETS VALVE MATERIAL_ STAINLESS SELL ALL LATEP.AL TO BE INSTALLED BY DIRECTIONAL DRILL IF CROSSING A ROAD. 1 CURB SOP / LATERAL CONNECTION DETAIL WD SCALE: N.T.S. TYPICAL LATERAL INSTALLATION DETAIL (j2 D SCALE:N.T.S. 3 TYPICAL TERMINAL FLUSHING CONNECTION DETAIL WD SCALE: N.T.S. NOT FOR CONSTRUCTION 6" GALVANIZED STEEL BOLLARD FILLED W/CONC. PRESSURE TREATED 6" X 6" TIMBERS, THREE (3) TIERS HIGH WITH TWO (2) 7 118" YELLOW PLASTIC BOLLARD COVER. HOPE LID POLYETHYLENE COVER SHROUD ABOVE GRADE, BACKFILL TO TOP OF ASSEMBLY WITH INTEGRAL VENTABOVE FRAME WITH CRUSHED STONE SLOPE CONCRETE TO DRAIN E/ONE EQUALIZER PROTECTIVE CABLE SHROUD W (POLYETHYLENE) ELECTRICAL QUICK VZ" EXPANSION JOINT AND POWER/ALARM DISCONNECT(EQD) NEMA 6P CABLE SEALANT (6 CONDUCTOR) DIRECT BURY CRUSHED STONE BEDDING 18" CIA. MIN. CONCRETE POLYETHYLENE MOLDED \\ SLEEVEFOUNDATION AND CLASS B QUICK DISCONNECT ASSEMBLY, TANK 476 GAL 6" - 12" (MIN.) \ CONCRETE 4500 PS PVC SLIDE FACE \ DISCHARGE FITS 1-1/4" X FEMALE NOT, SS 'I AA jAA GRANULAR FILL COMBINATION CHECK VALVE / INLET, EPDM GROMMETTO ANTI -SIPHON VALVE FLAPPER .✓ ACCEPT 4.50" O.D. PVC PIPE UNDISTURBED NATIVE SOIL, TYP. \\//\\//\ <� UNDISTURBED NATIVE SOIL, TYP. TYPE NORYL) '/ J (STANDARD). DUST COVER ( All SUPPLIED FOR SHIPMENT x\//VL 18'MIN ON I (NOT SUITABLE FOR BURIAL)\ 25.84' ) 175 GAL 17.84' 1-1/4" FLEXIBLE CRUSHED STONE FOUNDATION 117 GAL. 13.84" I i• 0y DISCHARGE HOSE 89 GAL. i SEMI -POSITIVE DISPLACEMENT 12" (MIN.)BREHM TYPE PUMP DIRECTLY DRIVEN NOTE: DIMENSIONS ARE BYAI HP MOTOR FOR REFERENCE ONLY A/j� E-ONE WH472 PUMP STATION DETAIL PSI SCALE: N.T.S. SC��N7R Y/ PROTECT PLUS 1) ULrpL2/C DIM=NSDN PROA BACK ?ANE_ TI EXT RNA'_ VISUAL & AUDIB_E ALA3M FRONT. OF o?v REMOTE SENTRY DRY -CN-ACTS FOR DOOR i8.02' OPTIONAL POWER LOSS HIGH LEVEL ALARM (POWER LOSS A'_ARM FOR WIRELESS) VAN'JA_ A_ARM SILENCE MAN'JA_ RUN STATUS LED NORMAL, PUMP RUNNING, H'GF. LEVEL TROUB'_E INDICATIONS- NUN DRY, OVERPRE55UiF_ BROWNOUT, V OLIA , EX- ENDED RUN -IMF DRY CONTACTS CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES) PADLOCK DEAD FRONT REDI CTIVE ALARMS REAL TIME PJMP PERFORMANCE ADJUSTABLE ALARM DELAY ENC_OSUR ADJU5TABL= RUN TIME DELAY CORROSION PROOF THERMC HOUR/CYCLE COUNTER POLYESTER APPROVED BY NEMA 4X ENC'_OSURE ASSEMBL" ELECTRICAL CON-ROL ENC�...,...� TOP BOARD (PUMP 1/MASTER) DOT- OM 3AARD (1- 2/5'LAo C ® 'Jfi WP-2 "1 2 I I I I I! i l TT I ImI I' 1 II I I� I I I _ I r ., _ j I I PUMP 2 PUMP I _ _ _ -�j III111 11 1111 POWER sw 3 p�! SOURCE < SLOE BURP 'LEGEND � • I � -�'-"� I s@JtlEbE sVsvEMIs I'' SENTRY PROTECT PLUS PANEL, DUPLEX 240V 60Hx DOUBLE POLE POWER CONTROL cn8'I LIT 3VR L. NA034L�03 sx coNwc,aN FUNCTION 20005 (EXTREME rPIN MANUAL RUN REDI BROWN L1 I BLACK I RED L2 WHITE I BLACK GND ! GREEN GRN/YEL ALARM FEED ORANGE YELLOW -� ALARM RL-IURNJ BLUE I BLUE 4 3 PUMP STATION ALARM PANEL DETAIL Psi SCALE: N.T.5. 2 PUMP STATION PROTECTION DETAIL PS` 1 SCALE: N.T.S. PUMP STATION SPECIFICATIONS PUMPS: (1) INSTALL PUMPS PER MANUFACTURERS RECOMMENDATIONS. (2) ENGINEER TO WITNESS OPERATION OF PUMP STATION UPON COMPLETION. (3) DUPLEX SUBMERSIBLE GRINDER PUMP, 10, 115V OR 230V TO MATCH POWER SUPPLY. (4) TEST PUMPS FOLLOWING INSTALLATION; MEASURE DISCHARGE RATE DURING TEST AND ADJUST THROTTLING TO ACHIEVE DESIRED DISCHARGE RATE (10 GPM±ONE PUMP, 12 GPM±TWO PUMPS. CONTROL & ALARM PANEL(S): (1) INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. (2) ENGINEER TO WITNESS OPERATION CONTROL PANEL UPON COMPLETION. (3) PROVIDE SEPARATE POWER CIRCUITS, WITH BREAKERS, FOR PUMPS AND ALARM. (4) DOSING. TREATMENT SYSTEM SHALL BE DOSED AS INDICATED IN THE "DESIGN INFORMATION" ON THESE DRAWINGS". (5) HOA SWITCH, WITH RUN LIGHT ON PANEL DOOR, FOR EACH PUMP. (6) VISUAL AND AUDIO ALARMS. (7) ALARM RESET AND TEST BUTTONS ON DOOR. (8) LOCATEASDIRECTEDBYOWNER. (9) FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. (10) PROVIDE PLUG FOR EMERGENCY GENERATOR CONNECTION. STRUCTURE (1) INSTALL PUMP STATION STRUCTURE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. NOT FOR CONSTRUCTION 06/03/2024 U �.,..,.,,,,�., �.. .......... ....���.,,....,,, �,,.,,,,.�,,,,�, ��..�......,..,,.,, DATE REV # I ISSUED / REVISIONS PUMP STATION DETAILS —PS Op NEW Y 0�s ~� PROPOSED SANITARY SEWER CONNECTION QUAKER ROAD a dE QUEENSBURY NEW YORK N0. b� 0 OFES9w�' -m RU HdL_MES� n "ne , PLLC ROBERT U. HOLMES, I avil a Pi t ngmeerieg P.E. #082026 12 EAST WASHINGTON STREET GLENS FALLS. NY COPYRIGHT © 2023 _ PHO*518-70a907 ON EAEOTA,,_ JUNE 2024 PRO # 21-100 SHEET: 6 OF 7 eT1111Nso=Ncw A¢ul "'E' BASESHEET: 22.34 PLOTTED / REVISED :06/03244,01 PM 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 CONTROLTO 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/chemiW1/29066.htmi 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. SAEET OM DRAIMAGE rIr vI r IJ I r r, rl erit rr rr 1 111 ( 11 11 il (1 111 11 Id1 1U il 14 11J n1 • GEOTEXTILE FABRIC WRAPPED *FABRIC Y BALES, AS SHOWN ABOVE x 2" HARDWOOD STAKES OR RE -BARS RIVEN FLUSH WITH BALE; 2 STAKES ER BALE REQUIRED, ONE VERTICAL, ONE ANGLED 4" MIN. 8" MIN. (TYP.) OVERL BEDDING DETAIL 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. STRAW BALE DIKE =JFtO`N A y q B�4, MIN. 1 FLOW 1 �_4' MIN. vQ^,. q�, U \ LIGHT RIP RAP (TYP.) NON -WOVEN GEOTEXTILE FABRIC DIKE CONSTRUCTED USING ORIG INALGRADE CRUSHED STONE AND LIGHT NOTES: RIP RAP 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENTTRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. 2) "A" TO BE 2OR 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 MULCHEDTO PREVENT EROSION. 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 SEDIMENTCONTROL (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) SEDIMENT CONTROL BARRIER (SHEET END TO END, PERPENDICULAR TO DIRECTION OF FLOW FLOW HARD SURFACE SAND BAGS 2"X2" WOODEN STAKES COMPOST PLACED AT 10' O.C. FILTER SOCK MAX. SPACING V'WW 1' MIN. EXISTING CONTOURS �OS� �O� 1 tiGN0, 8' • ■ 2"X2" WOODEN ■ COMPOST FILTER STAKES PLACED SOCK PER 10, O.C. NYSSSESC 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 MAYBE 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" INTOTHE 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 ESC-1) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND DISTURBANCE SHALL STEEL OR 2" x 2" TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. LAND DISTURBANCE SHALL NOT GEOTEXTILE FABRIC MEETINGIHARDWOOD POSTS WOVEN WIRE FENCE EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF THE PERMITTING AUTHORITY, NYSSSESC SPECIFICATIONS (MIN. 14 GAUGE W/ 4" (MAX.) TVP. MAX. 6" MESH SPACING) ESC-2) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT ON REINFORCED SILT FENCE EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS ANDTHE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NYSSSESC), ISSUED BY THE NYSDEC, LATEST EDITION. TYPICAL ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE TO THE NYSSSESC. EROSION CONTROL OPTIONS INCLUDE: A) GRADE TIE POINTS 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. SECURELY FASTEN WIRE I-10' MAXIMUM+i FENCE TO POSTS & ESCA) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN FABRIC TO FENCE FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. STEEL OR HARDWOOD POST 1,A.. r WOVEN WIRE FENCE 1'-8" FLOW GEOTEXTILE FABRIC 4" .6"TRENCH P-4" WITH COMPACTED BACKFlLL NOTES ESC-5) FOR PROJECTS IN THE LAKE GEORGE BASIN: 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. M ESC-6) 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 (MIN.) DRAIN ROCK THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE 1EQUIRED) MOST CURRENT VERSION OF THE TECHNICAL STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND TILE FABRIC SEDIMENT CONTROL, AND IN THE LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). 1) THIS DETAIL 15 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. gTT.T FF.NC F. DIAMELEN SLOPE% 2D 25 33 50 8 225' 200 ICO 5D 20 12 2w 225 125 65 50 40 25 18 275 250 150 70 55 45 30 24 "1 275 20D 130 100 60 35 32 450 325 275 I 150 120 1 75 I 5D ' LENGTH IN FEET COMPOST FILTER SOCK CONSTRUCTION ENTRANCE SPECIFICATIONS (SEE NOTES) AGGREGATE 6" THICK !�(SEE • NOTE) _T (SEE NOTE) ��Iayl�-� !j�•- •� •�� I� r10" IN. �GEOTEXTIUE: BAD S PLACED OVER ENTIRE AREA (TYP TO BE COVERED WITH AGGREGATE (SEE NOTES) PROVIDE CONSTRUCTION ENTRANCE AS REQUIRED TO PREVENT TRACKING ONTO HIGHWAY. CONSTRUCTION ■ SCALE: N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENTCONTROL 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) 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) TYPICALCOMMERCIAL/INDUSTRIAL ENTRANCE LENGTH= RECOMMENDED 50' MIN. B) A SINGLE RESIDENCE LOT ENTRANCE LENGTH= RECOMMENDED 30' MIN. CS-3) 6VIEJTH: A) RECOMMENDED 12' MIN. WIDTH WITH SEPARATE ENTRANCE & EXITS TO SITE B RECOMMENDED 24' MIN WIDTH WITH COMBINED ENTRANCE& EXITS TOSITE CS4) 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: ALLSURFACE 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 ESC-7) 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 REVEGFTATION 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-8) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION 15 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-9) 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-SOILA 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. ETA4 NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). 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) 55-3) 33-50%: SEED & MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SLOPES (EX. NORTH AMERICAN GREEN MODEL: S15OBN 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) CS-6)',NAINTENANCE: SS-5) 100%+: CONTACT ENGINEER FOR GUIDANCE. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING 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)`VASHING: 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 NOT FOR CONSTRUCTION