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SEP-0301-2023 SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: Town of Queensburp 8 r Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Septic Variance O Flood Zone? NO p Wetlands? O Reviewed By: Project Location: lot 134& 135 Adirondack st. Tax Map #: ^ 2 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 3 100 300 Installed? (choose one) ❑ x❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 Installed? (choose one) ❑ x❑ PARCEL INFORMATION: Topography Flat Rolling ❑ Steep Slope % Slope Soil Nature ■❑ Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? na Bedrock/Impervious material At what depth? na Domestic Water Supply ❑■ Municipal ❑ Well ❑Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: 2. 10 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1000 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length 150' ft.; Each Trench 50 ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised July 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Sanitary Sewer Servic Mailing Address, C/S/Z: PO BOX 224 Glens Falls NY 12802 Cell Phone: 518-796-3760 Land Line: Email: gdrellos@gmail.com • Primary Owner(s): Name(s): Homestead Village Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): George Drellos Contractor Trade: Mailing Address, C/S/Z: Cell Phone: 518-796-3760 Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s)• Name(s): Charles Baker EDP Mailing Address, C/S/Z: 900 RT 146 Clifton Park NY 12065 Cell Phone: Land Line: 518-371-7621 Email: Contact Person for Compliance in regards to this project: SAME Cell Phone: Land Line: Email: Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: George Drello SIGNATURE: DATE: 6-1-23 Septic Application Revised July 2022 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist ig&Plan to scale rReceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and itects;June 30 to April 15 Town Engineer for unapproved Engineers and rArlchhite�c®ts)) Pt All wells on property and adjacent properties shown' U�1 I�l ��./ u✓ AAA 46SWater line shown Municipal or well 10'separation to any part of system W—Oletback to property lines show 10' or more for any part of system LApsSeptic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline (Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) V_�_ Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each Leech Field 20'from foundation 100'from any well 10'from water line �S Seepage pit 150'from well 50'from septic tank *Seepage Pits 3-times diameter apart 4 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland Distance from bottom of trench or system 24"to bedrock or mottling 36" within 1000'of Lake George Leech field 100'from watercourse or wetland rAToe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation '(Provide Engineer/Architect stamp for bed or design systems Department of Health Approval for all mobile home park new systems Flood Plain requirements 2' above established flood elevation to bottom of system All tanks anchored or 2' above flood elevation P-0� 1 I_ C, P-6 NEW YgRK Department STATE OF OPPORTUNITY_ of Health KATHY HOCHUL JAMES V.McDONALD, M.D., M.P.H. MEGAN E. BALDWIN Governor , Acting Commissioner Acting Executive Deputy Commissioner May 12, 2023 g Environmental Design Partnership, LLC I' Attn: Charles Baker, PE i'. .I JUN 900 Route 146 Clifton Park, NY 12065 r " ,r SPUR( t'd ES RE: Homestead Acres CP, Facility 56-6911 ? "" Queensbury (T), Saratoga County . Lots 134 and 135 Adirondack St Replacement Onsite Wastewater Treatment System Mr. Baker: We have this day, approved the plans and specifications for the above-referenced project. Application for this project was duly made by yourself on plans titled, "Lot 134 & 135 Adirondack Street' and was most recently,received by this office May 10, 2023. The project includes the installation of a new onsite wastewater treatment system for Lots 134 and 135. The systems will consist of one 1,000-gallon septic tank and 150 LF of absorption trench to serve one 3-bedroom house each, with the existing 1,000-gallon septic tank at Lot 135 to remain. Approval of these plans is conditioned on the following: r 1. That the proposed works be constructed in conformity with the approved plans or amendments thereto; 2. That all components of the proposed works be installed, operated, and maintained as per the manufacturer's specifications; 3. That approval be granted by other agencies or municipalities have jurisdiction; 4. That the design professional inspects the construction and provides certification to this office that construction was completed in accordance with the approved plans. Certification shall also be provided to the Town Office Building and Code Enforcement. The responsibility for the design of the sanitary system lies solely with the design professional and the proper operation of the sanitary system lies solely with the owner. The purpose of the Department of Health review is for compliance with the New York State Sanitary Code and in no way guarantees proper system operation.A set of approved plans is being retained in our files. Sincerely, Brendan O'Connell Engineer Trainee NYSDOH—Glens Falls District Office 77 Mohican St. Glens Falls, NY 12801 (518) 793-3893 Glens Falls District Office,77 Mohican Street,Glens Falls,NY 12801,518-793-3893 i gfdo@health.ny.gov " r BORING AND PERCOLATION TEST: INSPECTION REQUIREMENTS: ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. NO TE: 1) RESOURCES AND DOES NOTAINED REPRESENT ANBLICALLY ACTUAL FIELD AVAILABLE INSTRUMENT SURVEY. EXISTING SEEPAGE DEVICES ARE TO BE CRUSHED IN PLACE AND FILLED WITH NATIVE MATERIAL. EXISTING 1,000 GALLON SEPTIC TANK (TO REMAIN) EXISTING 4" PVC (TO REMAIN) SHED PROPOSED DISTRIBUTION BOX #2 (SEE DETAIL — SHEET 2) EXISTING CESSPOOL TO BE PUMPED AND FILLED WITH CLEAN GRANULAR MATERIAL (SAND) LOT 135 3 BEDROOM UNIT I I I 1. I I I I I I I I I I I I l 1 1 2of EXIS77NG 4' PVC (TO BE DISCONNECTED) LOT 134 3 BEDROOM UNIT 10' PROPOSED 4" PVC SCH 40 AT 2% MIN. 0 ADIPONDACK STREET PROPOSED ABSORPTION FIELD 3 LINES AT 50 FT. EACH (SEE DETAIL - SHEET 2) © 2023 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADD17YON TO THIS MAP IS A WOLA77ON OF SEC71ON 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM 7HE ORIGINAL OF 7HIS SURVEY MAP NOT MARKED W17H 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VAUD TRUE COPY. •ale,S A30o , N19N iM aouviduloo !!n} 6u!pl!n� au1 ul. d auj 6i,,!aeo!PIM }u aye suo!aeoi�!oa s PUe su uawwoo 160 Ua. se panaisuoouoQ�� uiexesP91!w!! jno uo pas aoue!idwoo )N!ollns ��n9SN733nO 3O NMOl APPROVED For Sewage Disposal NEWYORK STATF, DEP TMENT OF HEALTH T P.E. CONDITION BASED ON SITE EVALUATION COMPLETED ON 119 ADIRONDACK STREET 0-5' MEDIUM FINE SAND NO WATER OR MOTTLING PERCOLATION RATE APPROXIMATELY 2 MINUTES, 10 SECONDS (119 ADIRONDACK STREET) NOTE: SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO SYSTEM INSTALLATION. SEPTIC DESIGN: APPLICATION RATE = 1.2 GAL./SF/DAY LOT 134 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS USE 1000 GALLON PRECAST TANK USE 3 LINES AT 50 FT. EACH (SPACED 6 FT. ON -CENTER) LOT 135 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS USE EXISTING 1000 GALLON PRECAST TANK USE 3 LINES AT 50 FT. EACH (SPACED 6 FT. ON -CENTER) PROPOSED 1,000 GALLON SEPTIC TANK (SEE DETAIL - SHEET 2) PROPOSED WYE AND 4" PVC SDR -35 (GASKETED BELL) AT IX MIN. PROPOSED DISTRIBUTION BOX 02 (SEE DETAIL - SHEET 2) W O O D S PROPOSED ABSORPTION FIELD 3 LINES AT 50 FT. EACH (SEE DETAIL - SHEET 2) m 0 O TRUCT/ON__NQT 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT IS TOO HIGH FOR CONSTRUC77ON PURPOSES. OBVIOUSLY, SOME SILT OR CLAY MUST BE PRESENT FOR A RIBBON TO BE FORMED. 2) TRENCH LOCATIONS AND DEP7HS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE EXCAVATED. 7HE NATURAL SURFACE SHALL NOT BE SIGNIFICAN72Y DISTURBED. IF THE SITE IS REGRADED OR SIMILARLY DISTURBED, 774E SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, iNCLUDING AT LEAST CANE FREEZE —THAW -CYCLE) AND NEW PERCOLA77ON AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO COMPACT70N PLUS POSSIBLE TRENCH CAVE—IN AND DISTRIBUTION PIPE MISALIGNMENT/BREAKAGE. 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVA7ON MAY BEGIN. TRENCH DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRAC7CALLY LEVEL. 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN THE TRENCHES. 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF 46 TO Y32 INCH PER FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF MEASURING THE Yie INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A Y4 INCH BLOCK TO ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE Xe INCH PER FOOT SLOPE. A Ya INCH BLOCK SIMILARLY USED WOULD RESULT IN A Y32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF DISTRIBUTOR PIPE IS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES OF FINAL GRADE. 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT SHALL NOT ENTER THE ABSORP7ION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SERVICE LINE SHALL BE AT LEAST 12 INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE VERTICAL SEPARAT70N MUST BE AT LEAST 18 INCHES. 9) ROOF, F0017NG, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET FROM WELLS OR WATER COURSES IS UNAVAILABLE. CD LA) O � 90 or LA a � fD a < O n : d m o C � W N i W M O W " W li U Q rDRAWN BY TSH CHECK BY COB EDP PROJECT NUMBER 180 CHARLES D. BAKER PE 70,149 cbaker®edplip.com OF N A,Q- �, D. O GO �P * V 9 r_ LU n - Qj Z C? 070149 PESS10N r' SCALE: ill =20' SHEET TITLE: 1 OF 2 ❑ COGO JOB g Q HEAVY DUTY MANHOLE FRAME FINISH GRADE /--AND COVER BY CAMPBELL OR EQUAL III'-IIII- I IIII N III-IIII I IIII IIII ACCESS EX RINGS SEAL ASPHALTIC =IIII= = �' I.D. AS PER FORT MILLER OR EQUAL �-� (AS REQUIRED) INLET 4" OR --► BLDG. SEWER SANITARY TEE ALL JOINTS BELOW-/ LIQUID LEVEL TO BE WATERTIGHT AND LEAKAGE TESTED PRIOR TO BACKFILLING ASPHALTIC SEAL INLET — . 77•/E SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE Y4" PER FT. T I2" INLET I I OUTLET 3- MIN_ I I FA� WATER TIGHT JOINT (TYP.) LF uo PARGE W/NON-SHRINK GRO T FULL z w 4" MIN. INSIDE & OUT BITUMINOUS I SANITARY TEE "O.. INTERIOR o COAT Q KOP 300M 0' i I BAFFLE WITH OR EQUAL I I BAFFLE MIN. IiEWR BE s 6" TO 12" LAYER PEA GRAVEL OR CRUSHED STONE SECTION VIEW BEDDING LAYER 24" I.D. TAPERED NOTE: PLUG (TYP.) INLET INVERT IS 3' ABOVE (2" MIN.) I I I BAFFLE I MAY NOT BE I i I REQUIRE° PLAN VIEW THE SLOPE OF THE OUTLET PIPE BETWEEN THE SEP77C TANK AND THE DISTRIBUTION BOX TO BE Y4" PER FT. OUTLET NOTE: BAFFLE NOT REQUIRED FOR TANKS LESS THAN 10 FT. LENGTH 4NK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "0" "1" HEIGHT 000 GAL. 5'-0" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8- 12" MIN SEPTIC TANK NOT TO SCALE GRADE (HEAVY DUTY SEPTIC TANK) FORT MILLER OR EQUAL NO TE: 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EOUIVALENT. REMOVABLE COVER-72. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. J. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND THE DISTRIBUTOR LATERALS BAFFLE � SHOULD BE l/8' PER FOOT. •i © 2023 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNALI7HORIZED AL7ERA77ON OR AD0177ON TO INS MAP IS A WOLA770N OF SEC7701V 7209 SUBDIVISION 2 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES FROM THE ORIGINAL OF 774IS SURVEY MAP NOT MARKED WTH 7H£ LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. 2-MIN luo 00 INVERT EL E V. 0 OUTLET CONTRACTOR TO USE SPEED LEVELERS AS SUPPLIED BY FORT MILLER TO EQUALIZE FLOW. CLEAN SAND OR PEA GRAVEL �2 DISTRIBUTION BOX NU I 1 U SC:ALL t4efer to first sheet for approved date and signature. SETTLING -IIII-IIII= —IIII IIII—IIII 11—IIII—IIII TERRATEX NO. 2 NONWOVEN -IIII -IIII- ,-1 -IIII— —IIII— CONSTRUCTION FABRIC OR iv EARTH BACKFILL EARTH IIII=I BACKFILL I-11II UNTREATED BUILDING PAPER OR STRAW I I —I I I—IIII _=1I I I- I I1=1 I 11= TOPBE WITHIN OF E�� O • z Gf% =I — � — O 4' PVC MIN. 6"-12" OF SURFACE N — O RAKE ANY PERFORATION JOINT � 8 SMEARED L/ TRENCH i O WALLS 24" 24" CRUSHED STONE OR MIN GROUNDWATER BEDROCK WASHED GRAVEL r OR IMPERVIOUS LAYER TO ix. CROSS SECTIONAL VIEW LONGITUDINAL VIEW TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC /— UNTREATED BUILDING PAPER OR PERMEABLE / GEOTEXTILE OR 4' LAYER OF STRAW FLOW O O ® O32 _ OO O OO Oi% 2" MIN. 000 00 00 �� O 57 oo UU 00 SLOPE PIPE N." 15e' PER FT. SPACING OF ABSORPTION TRENCH 6' O.C. TRENCH PROFILE ABSORPTION TRENCH DETAIL NOT TO SCALE WHERE TRENCH SHIELD IS USED WITH THE APPROVAL OF THE ENGINEER, SHEETED TRENCH PAYMENT LIMITS WILL APPLY. ALL BACKFILL MATERIAL TO BE PLACED IN 8" LIFTS AND BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D698). DEBRIS, FROZEN MATERIAL, LARGE - CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS BACKFILL. SELECTED GRANULAR FILL PLACED IN 6" LIFTS AND MECHANICALLY TAMPED OR A.O.B.E. SEE NOTES 1&2. CRUSHED STONE OR SELECT GRANULAR MATERIAL AS ORDERED BY ENGINEER (MECHANICALLY TAMPED) OR A.O.B.E. SEE NOTE 2, FOR UNSTABLE TRENCH BOTTOM USE ADDITIONAL DEPTH OF STONE AS NECESSARY TO PROVIDE A FIRM FOUNDATION. PROVIDE CAPS ON LINE ENDS TRENCH BOTTOM TO BE NEAR LEVEL AND RAKED OR GROUND 1 SELECTED GRANULAR FILL TO ' �A.O.B.E. = AS ORDERED BY ENGINEER I= BE PLACED UNDER PAVEMENT (I NOTE: CONTRACTORS MUST COMPLY WITH ALL 1 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. TRENCH SLOPES ARE GIVEN FOR (OSHA & N.Y.S. D.O.T.) MAX. PAYMENT LIMITS ONLY FOR 3 S PEN CUT AND ARE NOT INTENDED TO REPRESENT STABLE SLOPES NOT INTENDED TO REPRESENT UNDER FIELD CONDITIONS. A SAFE SLOPE I 1 I ( 6" WIDE GREEN PLASTIC LOCATOR TAPE, _ MARKED "CAUTION SEWER BELOW" TRACER WIRE #8 THNN STRANDED COPPER OR STAINLESS STEEL NOTES: 1) NATIVE EXCAVATED GRANULAR MATERIAL MAY BE USED IF APPROVED BY THE ENGINEER. 2" THICK RIGID POLYSTYRENE INSULATION (LOCATIONS WITH LESS THAN 4' COVER). EXTEND TO MIN. 4' BELOW GRADE. 6" MIN. FOR PIPE 12" DIA. AND SMALLER 12" MIN. FOR PIPE 14" DIA. AND LARGER WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A ON -WOVEN GEO-TEXTILE ENVELOPE (FABRIC EQUIVALENT TO AMOCO 4545) 2) CRUSHED STONE NOT TO EXCEED #2 IN SIZE. GRANULAR FILL TO MEET THE FOLLOWING REQUIREMENTS: 0 % IN EXCESS OF 3" 25 %-75 % PASSING #4 SIEVE 0 %-15% PASSING #200 SIEVE TRENCH DETAIL, NOT TO SCALE M O W " W C U Q W 0 L Q 0 0 W Z Q O W CL W aQ J j Y J I O � QM F- W W Q W mz fn Z LL r W � OC M C) 0 0 Q� � � W � 00 0 Z LU ZO 0 Z� Q rn� w T O 0 31 DRAWN BY TSH CHECK BY cm EDP PROJECT NUMBER ISO CHARLES D. BAKER PE 70,149 cbaker®edpllp.com SCALE: 1"=20' SHEET TITLE: 20F2 LOGO JOB 900 New York 146 Clifton Park, NY 12065 (P)518.371.7621 (F) 518.371.9540 edpllp.com July 14, 2023 Mr. John O’Brien Queensbury Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Via email: johno@queensbury.net Regarding: Homestead Village Mobile Home Park Lot 134 Adirondack Street Dear Mr. O’Brien: On June 15, 2023, our office inspected the above referenced Homestead Village Mobile Home Park lot. The purpose of this visit was to observe the installation of the replacement septic system designed by EDP (March 2023) and approved by NYSDOH (May 12, 2023). Based on review of the plans and observation of the installation, it is my opinion that the system was installed substantially in compliance with the intent of the design plans. The attached as built shows the final location of the system install observed June 15, 2023. Please feel free to call if you have any questions. Very truly yours, Charles Baker, P.E., 70,149 Cc: Brendan O’Connell 1 O F 1 900 Route 146 Clifton Park, New York 12065 edpllp.com(518) 371-7621 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP HOMESTEAD VILLAGE AS-BUILT SEPTIC PREPARED FOR LOT 134 ADIRONDACK STREET TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK JULY 12, 2023 1" = 2 0 ' CH A R L E S D . BA K E R PE 7 0 , 1 4 9 CH A R L E S D. BAKER 07014 9 S TA T E O F NEW YORK LICENSED PROFESS I O N A L E N GINEER