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SEP-0785-2021 SEPTIC DISPOSAL PERMIT office Use OOnl ly y _ APPLICATION Permit it: w� ~ Df+65'2-b Zi Lnn ✓C�kcn.lvn Permit Fee:S Invoice 4: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 twnv.queensburV.net Septic Variance? Y N Flood Zone? Y EN) Wetlands? Y CN> Reviewed By: Project Location: 317 Glen Lake Road zo21 Tax Map#: 289.9-1-57 RESIDENCE INFORMATION: Year Built Gallons U of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ Q 1981-1991 130 Spa or Hot Tub Yes No El [� 1992-Present 110 3 110 330 Installed? (choose one) PARCEL INFORMATION: Topography Q Flat Rolling ❑Steep Slope %Slope Soil Nature ©Sand ❑ Loam ❑Clay ❑ Other, explain: Groundwater At what depth? rq eater than 40 " Bedrock/Impervious material At what depth? rg eater than 40" Domestic Water Supply ❑ Municipal ®Well ❑Lake (if well or lake,water supply from any septic system absorption is 100 ft.) Percolation Test Rate: 3:30 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1.000 gallons (min.size 1,000 gallons, add 2S0 gallons for each garbage cylinder or spa/hot tub EXISTING PRECAST CONCRETE System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ;Size: Alternative System Bed or other type: 12'x29'ABSORPTION BED Holding Tank System Total required capacity? ; tank size ; #of tanks �s ---�—m--g D OCT 21 2021 � TOWN OF QUEENISB.i;MY CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Duane Averill Mailing Address,C/S/Z: 14 North Lyons Ave Albany_NY 12204 Cell Phone: 518-258-9004 Land Line: Email: duaverill@gmail.com • Primary Owner(s): Name(s): same as applicant 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): TBD Contractor Trade: Mailing Address,C/S/Z: Cell Phone: Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): Hutchins Engineering PLLC Mailing Address,C/S/Z: 169 Haviland Road Queensbury,NY 12804 Cell Phone: Land Line: 518-745-0307 Email: tutchins@hutchinsengineering.com Contact Person for Compliance in regards to this project: Tom Hutchins Cell Phone: Land Line: 518-745-0307 Email: tutchinsCDhutchinsengineerino.com NOTES: 1.Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency; 2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved.The installed system must match the septic layout on file—no exceptions.3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans.4. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 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: Duane Averill SIGNATURE: Lt C L C , ll'�II.LU DATE: 10/12/21 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Plan to scale �' 411eceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) 1411 wells on property and adjacent properties shown Water line shown Municipal or well 10'separation to any part of system �l Setback to property lines show 10' or more for any part of system Y4Septic 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) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each V-471-eech Field 20'from foundation 100'from any well 10'from water line Seepage pit 150'from well 50'from septic tank Seepage Pits 3-times diameter apart r 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 MLeech field 100'from watercourse or wetland AL7oe 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 N0 2' above established flood elevation to bottom of system All tanks anchored or 2' above flood elevation Revised 4/15/2021 NOW OR FORMERLY LANDS OF 150'f TO NEIGHBORING CASEY M. WILLIGAN ► u ExIsnrvc LIBER 6304, PAGE 198 NEIGHBORING *ELLf NOW OR FORMERLY TAX MAP 289.09 -1- 53 CAPPED IRON LANDS OF ROD FOUND ANC ..,_.._..:� \�v `, 4-1.6' NORTH EA5T �Ai L _ :- CASEY M. WILLIGAN Y WOC � % OF PROPERTY CORNER , �.- V �'03. 5 LLIBER 5883, PAGE 250 \ > 0 58t00 , - '"� 1 N 7? TAX - - 4 � i O o 25.83 I i co t 00 U `1 y t a) � t m i t LIBER 5842, PAGE 243 (DEED PARCEL 2) NOW OR FORMERLY t LANDS OF JUSTIN BOMBARD PAVED LIBER 1433, PAGE 26.7 DRIVEWAY rA V MAP 289.09 -1- 56 W t / 8" t OAK iW EXIS77NG WELL LOCATED IN 0 7 SEMENT OF RESIDENCE N 150f Q FROM NEW t ABSORP710ON FIELD i I 25.04' —. O —___ -_ _ ___— O S 89002'00" W 120'& TO DGHBORM MRL TAX MAP 289.09 -1- 52 125'f TO NEIGHBORING mu IRON PIPE FOUND g,g8' ... �—I CHAIN LINK FENCE 12 / ExISTING SEPTIC AREA 10' MINIMUM t STING ABSORP71ON WA h ✓a r�tir 10' 0 BE DECOMMIS90NED MINIMUM 12'k29'ABSORP710N BM TSFPnPUMPREPU350't TO SAMGLEN LAKE20'5J EPSINIMUM;OENCLOSED PnPI 1 H. ' TANK TO BE RE —USED. AND INSPECT TANK INTERIC X INLET AND OUTLET :S WITH PIPE TEE BAFFLES. VACANT PARCEL NO WATER SUPPLY NOW OR FORMERLY LANDS OF VERNONA MCNEIL t <' TAX MAP: 289.09 -1- 58 it ENCLOSED PORCH ONE RETAINING KIALL LANDS OF BRIAN R. BACKUS _ 5TEP5 r .. EAVES and __... f4 2 j L YNNE C. RU TNI K t o f 0.37 A CRES± I M CONC. N BLOCK LIBER 5842, PAGE 243 O GARAGE (DEED PARCEL 1) C/) TAX MAP: 289.09-1-57 ,30" w OAK � 0 STONE RETAINING WALL FTE 0 CONCRETE WALKWAY PAVED 5TEP5 DRIVEWAY SLATE STONE -` WALKWAY (DEED = 5 59002'00" W 100.00) _ — ­7' 89 3'30" 100.00' - CAPPED IRON ROD FOUND ..- ................... UTILITY POLE _ OVERHEA#.� 1f9�#RE5 N 2 5 TO PAY ROAD -_-__ _Now - WELL TO N.Y-5' �UT� LAKE ROAD GLEN CATER SYSTEM PLAN �� PAVED � DRIVEWAY SCALE. • 1 "=10' _ _j PAVED GRAPHIC SCALE —' DRIVEWAY ( 5 0 2.5 5 10 20 IN FEET CONTRACTOR TO FIELD VERIFY LOCA71ONS AND DISTANCES WASTEWATER SYSTEM DESIGN 3-BEDROOM RESIDENCE DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD SEPTIC TANK - EXISTING 1,000 GALLON PRECAST CONCRETE DESIGN APPLICATION RATE 0.95 GPD/SF, BASED ON 1-5 MIN/IN PERCOLA71ON RATE ABSORPTION BED AREA REQ'D = (330 GPD)/(0.95 GPD/SF) = 348 SF POTABLE WATER SUPPLY IS ON —SITE WELL MAINTAIN 50' MINIMUM SEPARA7ION BETWEEN SEP71C TANK & WELL MAINTAIN 100' MINIMUM SEPARATION BETWEEN ABSORP7ION FIELD & WELL SITE SOILS DATA TEST PIT TP-1 — 1012112021 BY TOM HUTCHINS, P.E. 0-8" — TOPSOIL 8-16" — RED —BROWN FINE SAND, TRACE SILT 16-40" — ORANGE —BROWN MEDIUM AND COARSE SAND, FEW COBBLES NO GROUNDWATER EVIDENCE PERCOLATION TEST PT-1 — 1012112021 BY TOM HUTCHINS, P.E. STABILIZED PERCOLA77ON RATE: 3.30 PER INCH MAP REFERENCE: BASE MAP INFORMA77ON FROM "MAP OF A SURVEY OF LANDS OF BRIAN R. BACKUS AND LYNNE C. RUTNIK," IN 774E TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED AUGUST 23, 2021. PREPARED BY DLP SURVEYING, LLC WASTEWATER SYSTEM SETBACK REQUIREMENTS PROPERTY LINE HOUSE WELL SEP71C TANK 10' 10' 50' ABSORP77ON FIELD 10' 20' 100' SITE LOCATION--- / LOCATION MAP SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLA71ON OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS AFTER EXCAVATION OF 12' WIDE X 29' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLA71ON OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM 774E WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORP71ON FIELD. SEP71C TANK AND ABSORP7ION BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. SYSTEM MATERIAL SPECIFICATIONS ABSORPTION FIELD AGGREGATE STONE IS TO BE 3/4" TO 1-1/2- WASHED CRUSHED STONE EFFLUENT FILTER EFFLUENT FILTER TO HAVE 1/16—INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. EFFLUENT SEWER PIPE PIPING TO BE 4' SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8- PER FOOT MINIMUM SLOPE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON —WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. HOUSE SEWER PIPE PIPING TO BE 4' SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4- PER FOOT MINIMUM SLOPE TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKnU AREA. SEED, MULCH, AND ESTABLISH TURF. TOWN OF QUEENSBURY BUILDING & CODES DEP LTOWN 9 E Reviewed T• By: Date: t Z ,Z 1 2021 EENSBURY& CODES 289.9-1-57 SEP-0785-2021 Averill, Duane 317 Glen Lake Rd Residential Septic Alteration Dig Safely, New/.York ■ Call Before You Dig ■ Wait The Required Time ■ Confirm Ytility Response ■ Respect The Marks ■ Dig WM Care 800-962.7962 wwwAft"hyneviryork com TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. TAX MAP # 289.9-1-57 SUGGESTED: INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) BEQl11BEQ; INSTALL POLYETHYLENE EXTENSION Tfj GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) INSTALL POLYLOK PL122 FILTER SUCH THAT IT IS READILY REMOVABLE THROUGH TANK ACCESS COVER 1/4" PER FOOT MIN. SLOPE 12" MIN. COVER EXISTING HOUSE SEWER LIQUID LEVEL WATERTIGHT SLEEVE & SEAL (TYP,) 16" LIQUID DEPTH 30" MIN. 60" MAX. MINIMUM 2X WIDTH MAXIMUM 4X iMD714 d 1/8" PER FOOT 12" MIN. COVER MIN. SLOPE DISTRIBUTION BOX _ 4" EFFLUENT SEWER III /-.-, t a BAFFLE 18" MIN. USE SPEED LEVELERS TO ASSURE ° ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION ° d d a" b EXISTING 1,000 GAL. PRECAST CONCRETE SEP71C TANK SEPTIC TANK DETAIL NTS 2" STONE COVER OVER ' PIPE 6" MIN STONE 3/4"-1-1/2" WASHED CRUSHED STONE ° i 4" PVC SDR-35 SOLID HEADER TO ABSORPTION FIELD, 1/8" PER FOOT MIN SLOPE L- 2" MIN. 2" MIN. DROP BETWEEN INVERTS SEPTIC TANK NOTES ALL UN17S SHALL COMPLY WITH THE REQUIREMENTS OF 7HE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXIS71NG SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. LIMIT OF 12'x29' STONE BED 4" PERFORATED PVC LATERALS INSTALLED NEAR LEVEL IN BED CONFIGURATION l r S d / Lei }�/ .j."/' 3�f f 3 } :3 i f 3 / }✓ 3�/ r 3-i F / gam' r�3 5 �� ��� �y� � ^ �c-� /�� ,S }r�c } Lgri` �/' 3�✓ f�f xais )s ` �� �� °. 7� �43. f4f ray 4i✓S S ✓S tic t LF r f- .� .,r ✓� �, C 3 c'9 c"s'" Sr r` � :t'" C"7r t�t."' c'9r- 4 r�4 s,�- ,�°}� fY3. >" '}`.3�' "+'`3 v/ 3.f 3 7'.¢ / Y "�../ � � 3.✓ K.�i 3�/ ,3✓ �' `3..> \vim/. r 12 r r'�5 ,ia✓+ti'`- /r - r a r r` 'rrr^','3`` lSe'�a �3 -4'y -/'"r`tt /�"y3'a` /�`3v�/� 4ts- r✓ 3.•✓a 't.S'�C / c r Xy'i'•i'ti y�.�:'v2: - C..i rf`., • 3 �� '3 c'sc"5•. 4:.t.''`li -�. } _}�u-�:irriir .-:..�r+rr�✓ � .st',0.'Crrrr��,���'i�+4\?.. ..G'3 ..�C rrrr< r.-<+w.'r`. 29' ABSORPTION BED PLAN NTS NIS Dig Safely. New/.York ® Cali Before You Dig ® Wait The Required Time ■ Confirm Utility Response ® Respect The Marks ■ Dig With Care 800-962-7962 www^safelynewyork.com 5' PIPE SPACING 3.5' TO EDGE OF BED PROPOSED DISTRIBUTION BOX 4" PVC EFFLUENT SEWER FILTER FABRIC M1RAFI 14ON OR EQUAL 12" TOTAL NOW OR FORMERLY LANDS OF 150't TO / TAX MAP 289.09-1-52 130't TO NEIGHBORING WELL IRON PIPE EXISTING NEIGHBORING NOW OR FORMERLY LANDS OF .. TAX MAP • & NOW OR FORMERLY BOMBARDLANDS OF JUSTIN LIBER PAGE • TAX MAP i. EXISTING WELL LOCATED IN BASEMENT OF RESIDENCE 150± FROM NEW ABSORPTION FIELD UTILITY POLE NC r /-) I ff ` E- NEIGHBORING CASEY Me WILLIGAN WELL LIBER 6304, PAGE 198 TAX MAP 289.09-1-53 CAPPED IRON ROD FOUND C ± 1.6' NORTH EASTC� , p_1 .f OF PROPERTY CORNER --- �03 s 15 N 115't TO ®r -NEIGHBORING 10WELL EXIS77NG WELL± — CON I WELL im 10' MINIMUM FOUND 0..._..........._..__ Ch'A'N LIN,,'\ F NCE 9TING ,EPTIC ARE. I EXIS77NG ABSORPTION AREA DECOMMISSIONED 10 MINIMUM NEW 12 x29 ABSORPTION BED ,, ` CONCF 350't TO 20' f 5 TIC'S GLEN LAKE MINIMUM I WOOD DECK / ENCLOSED Pn,PI-1-4 o !ETE SEP77C TANK. FILTER, RISER, AND OUTLET RISER / 1X VACANT PARCEL NO WATER SUPPLY GARAGE 1 STORY 1.5 STORY NOW OR FORMERLY HOUSE HOUSE LANDS OF VERNONA McNEIL TAX MAP; 289.09-1-58 37—ONE ENCLOSED PORCH `TAINT G K/AL LANDS OF I BRIAN R. BACKUS y AVE on d . '_, e L YNNE C. RU TNI K i o 0.37 A CRESS 17 Cn O 0 BL OCK COCK BLLIBER 5842, PAGE 243 � GARAGE (DEED PARCEL 1) C/) / TAX MAP: 289.09 —1 57 I OAK 1 ETE ASI N CONCRETE WALKWAY PAVED TFF� DRIVEWAY SLATE .§ ON �.` WALKWAY (DEED S 89°02'00" W 100.00') _ — — --- 0 o r ►, 100. 00 CAPPED IRON > 89 73 30 ROD FOUND . I : -O � ` a NG 25 TO 5AY ROAO . ------ �- �—WASTEWATER SYSTEM PLAN � PAVED � DRIVEWAY I —�'— SCALE: 1"--10' S —�� PAVED GRAPHIC SCALE DRIVEWAY 5 0 2.5 5 10 20 i ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES WASTEWATER SYSTEM DESIGN 3-BEDROOM RESIDENCE DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD SEP77C TANK EXISTING 1,000 GALLON PRECAST CONCRETE DESIGN APPLICATION RATE 0.95 GPD/SF, BASED ON 1-5 MIN/IN PERCOLATION RATE ABSORPTION BED AREA REQ'D = (330 GPD)/(0.95 GPD/SF) = 348 SF ABSORPTION BED AREA PROVIDED = 12 x29' = 348 SF POTABLE WATER SUPPLY IS ON -SITE WELL MAINTAIN 50' MINIMUM SEPARATION BETWEEN SEPTIC TANK & WELL MAINTAIN 100' MINIMUM SEPARA77ON BETWEEN ABSORPTION FIELD & WELL SITE SOILS DATA TEST PIT TP-1 - 1012112021 BY TOM HUTCHINS, P.E. 0-8" - TOPSOIL 8-16" - RED -BROWN FINE SAND, TRACE SILT 16-40" - ORANGE -BROWN MEDIUM AND COARSE SAND, FEW COBBLES NO GROUNDWATER EVIDENCE PERCOLATION TEST PT-1 - 1012112021 BY TOM HUTCHINS, P.E. STABILIZED PERCOLATION RATE. 3.30 PER INCH MAP REFERENCE: BASE MAP INFORMATION FROM "MAP OF A SURVEY OF LANDS OF BRIAN R. BACKUS AND LYNNE C. RUTNIK," IN 774E TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED AUGUST 23, 2021. PREPARED BY DLP SURVEYING, LLC WASTEWATER SYSTEM SETBACK REQUIREMENTS PROPERTY LINE HOUSE WELL SEPTIC TANK 10' 10' 50' ABSORPTION FIELD 10' 20' j 100' SITE LOCATION —/ LOCATION MAP CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WTH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF 714ERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. AFTER EXCAVA77ON OF 12' WIDE X 29' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN 7HE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CON71NUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED T0. ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE INSTALLA7ION OF NON -CONSERVING WA7ER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, F0077NG, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD. SEP77C TANK AND ABSORPTION BED MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING SYSTEM MATERIAL SPECIFICATIONS ABSORP770N FIELD AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. EFFLUENT FILTER EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVCC, INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARA77ON FABRIC, TENCATE MIRAFI 14ON OR EQUIVALENT. HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER EN71RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. RECORD DRAWING NOTE: r A REPRESENTA71VE OF OUR OFFICE VISITED THE SITE DURING CONSTRUCTION AND IT IS MY OPINION THAT THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND THIS RECORD ; > DRAWING. FINAL SURFACE FINISHING AND TURF > ESTABLISHMENT IS ONGOING. G. THOMAS HUTCHINS, P.E. 411112022 ® Call Before You Dig M Wait The Required Time ® Confirm Utility Response ® Respect The Marks ® Dig With Care 600-962-7962 www.digsafelynevwyork.com INSTALLATION DATE: 411112022