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SEP-0577-2023 , .. SEPTIC DISPOSAL PERMIT Office Use Only o j ? APPLICATION Permit#: c �t—_ ��3'r '— 2'2j Town of Queensbury ----- --,— . .--•. �1 Permit Fee:$ et5 Tj IE q L.• ''' r 1 Invoice#: (clip 742 Bay Road,Queensbury,NY 12804 '' .- P:518-761-8256 www.queensbury.net � P I ( ,;';r;� f Septic Variancr? NO {------ El _..___-_._ ..�._1 1;,,:! Flood Zone? TOWN OF CAI_;' «: ,.,s<x,� , El . EtJll_LIN W . . i. Wetlands?�� 0 Reviewed By: t\h,c Project Location: 31 Mason Road-Cleverdale Tax Map #: 226.16-1-15 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ 0 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 4 110 440 Installed? (choose one) ❑ x❑ PARCEL INFORMATION: Topography •.Flat Rolling ❑ Steep Slope 2 % Slope Soil Nature ■❑ Sand ❑� Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? 36" Bedrock/Impervious material At what depth? >72" Domestic Water Supply ❑ Municipal ❑ Well •Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: 6 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1500. gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub 1000 gal pump station w/duplex pumps 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: Shallow Bed - 17'x35' Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised July 2022 ti CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): John Englander, Susan Fraile Mailing Address, C/S/Z: 1294 Belle Meade Dr, Lancaster, PA 17601 Cell Phone: Land Line: Email: • Primary Owner(s): Name(s): ckVY\ as03,Qc---)44 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): -eN\'rr(‘,(�h ,v\S 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: LWDobie@hutchinsengineering.com Contact Person for Compliance in regards to this project: Lucas W. Dobie, P.E. Cell Phone: Land Line: (518) 745-0307 Email: LWDobie@hutchinsengineering.com Declaration: A y -mit or approval granted which is based upon or is granted in reliance upon any material a r•ti�`e ation 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: John Englander, Susan Fraile SIGNATURE: � 1 DATE: 8/31/2023 Septic Application Revised July 2022 r T ti,s0TOWN OF Q UEENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist b16Plan to scale OReceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and ii rchitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) r1JP, All wells on property and adjacent properties shown Lam UW ' frpOp-._,- 1,43 Water line shown Municipal or well 10'separation to any part of system L' ttia ,(0 pi (4-C4Setback to property lines show 10'or more for any part of system C, eptic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline /A 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) i,S Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each (1S Leech Field 20'from foundation 100'from any well 10'from water line ,J/Q Seepage pit 150'from well 50'from septic tank tjASeepage Pits 3-times diameter apart Cl'CS Septic tank and pump stations over 30 gallons 50'from watercourse or wetland ).6•5 Distance from bottom of trench or system 24"to bedrock or mottling 336"_within 1000'of Lake George ,VLeech field 100'from watercourse or wetland /1rl oe of mound or bottom of retaining wall 10'from property line, 100'from well,20'from foundation Cise3rovide 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 J-A5 All tanks anchored or 2'above flood elevation 4 v Inspector's No.: .z, `-i `-J7 -7 cl - COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. ( z� `� 4-1 (Consulting and Fire Inspection Services) (Incorporated in the states of New York, Pennsylvania, and West Virginia) Desiring Certificate of Approval,application is made for inspection of electrical installation in the premises described below. On demand, applicant agrees to pay for inspection service in accord with schedule of charges. .. Owner: 73„ !, 0=,1_/.), c. Type Building:Dwelling Other(please specify): C,- i i c_ -),.,.. 1 r., (f,- .-.— Job Location: I Nl,� „s R n City: ` C i_C,;,,, ,-,,,, 1_C- State: ,, i y County: . ),�n��_n_ Permit From: Permit#1 Swimming Pool: Inground: Aboveground: Bonding Date: Work-New Additional Bldg.- New Old Ready for Inspection Applicants Signature: License#: Please Print Name: Ai 04� -I/2,,,,,. r, Lam,/ Phone#: Applicants Address: ,/ Name of Utility: City: Office To Be . State: Zip: Notified: Job#: SPACE BELOW FOR USE OF INSPECTORS ONLY Switches Water Heater Service Equipment Other list below Receptacles Paddle Fan/Light Control Service Equipment GFCI Recept Paddle Fan Panel AMP Recept Paddle Fan/Light - Dryer Rec _ Lights Vent Fan Washer Rec Lights Air Conditioner Dishwasher Rec Smoke Detectors AFC! Breaker Microwave Rec Smoke/CO Detectors GFCI Breaker Garbage Disp Rec AFCUGFCI Breakers Refrigerator Receptacle Additional apparatus for certificate: (Not listed above) Inspector Job Notes: RON MUMBLO D E ID E 0 VI Electrical Inspector 1 State Street JUL 01 2024 Glens Falls,NY 12801 .. .. .... .... (518) 798-0905 TOWN OF OUEENSBURY BUILDING CODEu Installed By(if other than applicant): OFFICE USE ONLY Date Received: Extra trip dates Inspection Fee$_ �_Z a_o Service Date: 1 CASH Certificate No: R.W.Date: 2 Check No. , _�I �i Final Date: C_ 7,, ,-I 3 Invoice Certificate Needed? 4 CC Date Sent: Inspector sign in Yes Dup next space (..rr// - ._ —,,- Please print name Inspector: l/ Original Progress Final THIS APPLICATION EXPIRES ONE YEAR FROM DATE MAKE ALL FEES PAYABLE TO C.E.I.S.INC. EXISTING DOCK EXIST. LAKE W ATER SUPPLY& EXIST. ELECTRICAL LINE TO BARN & BOATHOUSE TO BE FIELD LOCATED AND AVOIDED EXIST. APPROX.1W DRAINLIME TO BE REMOVED AS NEEDED EXIST. 6001: GAL CESSPOOL TO BE REMOVED EXIST. ROUSE SEWER TO BE CONNECTED TO PROP. SEPTIC TANK NE101BORING RESIDENCE ROM PLAN REFERENCE PER MAP �___' �-►► vLa vi u� GARAGE REFERENCE 1"" — LA M. UNRE N 226.16-1-16 168.63' 10' P L S ' SRI •� Z:-�TOACK— ,o LAKE WATER LANDS OF' SUPPLY JOHN H. ENGLANDER & SUSAN FRAILE 0.67 ACRES </ 226.16-1-15 Flo NO WELLS ARE VISIBLE WITHIN 100' o OF THE PROPOSED ABSORPTION BED / — M YLU PROP.1.500 GAL PRECAST / a CONCRETE DUAL COMPARTMENT t SEPTIC TANK & ANTI -FLOAT BASE EXTENSIONS PROP.1000 GAL PRECAST / BqR ' CONCRETE PUMP STATION W 1 f DUPLEX PUMPS 8& ANTI -FLOAT/ BASE EXTENSIONS �� LU 'PORCH w �� o PROP. N' PVC r` ti r HOUSE SEWER 6 PROP. 2" PVC 4zP.41_an r-norPM®TN hi REPUTED LAKE / _ / WATER SUPPLY " � \ / 6/ � 1! / e raPof ""� R MAPEFRNCE 1�L. ZE 167,7p"'1 LANDS NIF OF FREDERICK & LINDA MCKINNEY REVOCABLE TRUST 226.16-1-13 TION FROM 'MAP OF LANDS OF SAMUEL H. MAP REFERENChm OF QUEENSBURY, WARREN COUNTY, NEW 1, BASE MAP INFORM MBER 51 1975. LAST REVISED SEPTEMBER 15, 1983, L TER AND MCCORMACK, LICENSED LAND SURVEYORS, INFORMATION FROM WARREN COUNTY GIS, AERIAL IN I� FIELD MEASUREMENTS, I11/4 STFIAta 7 ScTFR SYSTEM PLAN G7RAFALE; 1"=20' Nov V V. GAi.7I . \7RN1jG PROP.17 x 35' PIPE -IN -STONE ABSORPTION BED INSTALLED IN MOUND CONFIGURATION W ( PRESSURE DISTRIBUTION LANDS NIF OF SUNSOVAL INC. 226.16-1-31 NEIGHBORING PLAN REFERENCES GARAGE 1. NEIGHBORING WASTEWATER FIELD APPROXIMATE LOCATION FROM "WASTEWATER REPLACEMENT PLAN FOR MA FC 2012 TRUST," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK DATED JULY 23, 2015. PREPARED BY. HUTCHINS ENGINEERING PLLC. SETBACK REQUIREMENTS 2. NEIGHBORING WASTEWATER FIELD APPROXIMATE LOCATION FROM "OVERALL SITE PLAN PREPARED FOR FREDERICK & LINDA MCKINNE'Y„ IN STREAM, LAKE, THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED E HOUSE WATERCOURSE, WELL FEBRUARY 3, 2020. PREPARED BY. HUTCHINS ENGINEERING PLLC. WETLAND 3. NEIGHBORING WASTEWATER FIELD APPROXIMATE LOCATION FROM 10, 50' 501 "REPLACEMENT WASTEWATER SYSTEM FOR THE LAWRENCE UNREIN RESIDENCE 37 MASON ROAD..." PREPARED BY ENVIRONMENTAL DES GN IiO4 100' 100' PARTNERSHIP LLP, DATED AUGUST 23, 2011, REVISED AUGUST 31,'2011. SITE LOCATION ---/ NEIGHBORHOOD MAP SITE SOILS DATA TEST PIT TP-1 - 811712023 BY L.W. DOBIE, AE. AREA OF PROPOSED ABSORPTION FIELD 0 -6" - TOPSOIL & GRASS 6 -24" - ORANGE -BROWN FINE SAND 24 -36" GRAY -BROWN FINE SAND 36 -72" - BROWN FINE SAND W/SILT SEMI -FIRM MOTTLING @ 36" ROOTS TO 36" BOUNDARY CONDITION @ 36" PROVIDE 36" VERTICAL SEPARATION TO BOUNDARY CONDITION WITH BOTTOM OF ABSORPTION BED (BOTTOM OF STONE) TOWN OF QUE_ENSBURp? 13UILDING & CO Reviewed By* pets. TOWN OF QDEPARTMENT BUILDING compliance our lie Istl ex hat not be construed as Based on eCiTicat�ons are �n with our co plans and sBuilding Codes ai f dicc��m�Gance with the t4ew York State. ®i �Safely, NeWFAYork M Call ESeefore You Dig IM Wait The Required Time ® Confirm Utility Response M Respect The Marks Dig With Care 800-962.7962 0 www.digsafelynewyork.com 0 V1 _515_0_0170��T oft ` ���0 a966Z� OPES Sto��'�, ALTERATION OF THIS DOCUMEN EXC T BY A LICENSED PR)FESSIONAL ENGINEER IS A VIOLATION CF NYS EDUCATION LAIN. No. Drawn: HKB PERCOLATION TESTS PT-1 - 811712023 BY L.W. DOBIE, P.E. AREA OF PROPOSED ABSORPTION FIELD STABILIZED PERCOLATION RATE. 6 MINUTES PER INCH PT-2 - 811712023 BY L.W. DOSIE, P.E. AREA OF PROPOSED ABSORPTION FIELD STABILIZED PERCOLATION RATE: 3 MINUTES, 45 SECONDS PER INCH 226.16-1-15 SEP-0577-2023 Englander, John & Susan Fraile 31 Mason Rd Residential Septic Alteration I� I,! SEP i2 I { 2o23 p P�o SUIT Cl45 & O"0`S FILE COPY TAX MAP # 226.16-1-15 ISSUED FOR PERMIT Revisions WASTEWATER SYSTEM SITE PLAN prepared for. Susan & Bob Fraile, John H. Englander 31 Mason Road - Cleverdale, Lake George Town of Queensbury, County of Warren, State of New York Checked: LWD Hutchins Engineering PLLC Scale: 1 "=20' 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax Date: 7 911112023 Date WASTEWATER SYSTEM DESIGN 4-BEDROOMS WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 440 GPD SEPTIC TANK - 1500 GAL PRECAST CONCRETE - DUAL COMPARTMENT PUMP STATION - 1000 GAL PRECAST CONCRETE WITH DUPLEX PUMPS AND PRESSURE DISTRIBUTION TANKS TO HAVE AN7I-FLOATAjZ0N BASE EXTENSIONS LEACH FIELD - MOUND W/PRESSURE DISTRIBUTION STONE ABSORPTION BED ABSORPTION BED AREA REQ'D = (440 GPD)/(0.8 GPD/SF) = 550 SF (6-7 MIN PERCOLATON RATE PER NYS©QH APPENDIX 75-A, TABLE 58) ABSORPTION BED AREA PROVIDED = 17'x35' = 595 SF APPLICATION RATE TO EXISTING SOIL: 0.7 GPD/SF, BASED ON 16-20 MIN/1N PERCOLATION RATE (APPENDIX 75-A, TABLE 48) MOUND BASAL AREA REQ'D = (440 GPD)/(0.7 GPD/SF) = 629 SF TOTAL BASAL AREA PROVIDED (23'x41') = 943 SF (TOP OF MOUND - AREA OF 2' FILL, 3' OUTSIDE OF BED AREA, (23'x4l' = 943 SF) MOUND DIMENSIONS TOP OF MOUND: 23'x41 ' 6' MIN. TAPERS ON HIGH SIDE AND ENDS @ 1 V. 3H MAX. SLOPE DOSING DOSING TO BE PRESSURE DISTRIBUTION VIA DUPLEX PUMP STA77ON 19 GAL CAPACITY IN DISTRIBUTION PIPING (4 LATERALS OF 2" PIPE ® 30, 0.16 GAL/LF) VOLUME OF DOSE TO BE 40t GALLONS POTABLE WATER SUPPLY IS EXIS77NG LAKE WATER SUPPLY -MAINTAIN 50' MINIMUM SEPARATION BETWEEN SHORELINE AND SEPTIC TANK & PUMP STATION -MAINTAIN 100' MINIMUM SEPARATION BETWEEN SHORELINE AND SEPTIC TANK & PUMP STATION THIS 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 TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT. THE SYSTEM 1S NOT DESIGNED TO ACCOMODATE GARBAGE GRINDERS. THE INSTALLATION OF GARBAGE GRINDERS, NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER 4" PVC SDR-35 INLET MIN. SLOPE 1/4" PER FOOT WATERTIGHT SLEEVE AND SEAL (TYP) 'd 4" PVC TEE & TAIL PIECE INLET BAFFLE NEW 1500 GAL DUAL COMPAR7MENT PRECAST CONCRETE SEP77C TANK Min HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE EFFLUENT FORCE MAIN PIPING TO BE 2" PVC SDR-26 OR SCH-40, PROVIDE POSITIVE DRAINBACK TO PUMP STATION FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, 7ENCATE MIRAFI 140N OR EQUIVALENT. SYSTEM FILL MATERIAL FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH NO PARTICLES GREATER THAN 3" AS DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER EN77RE ABSORPTION FIELD AREA. SEED, MULCH AND ESTABLISH TURF. POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER APPROXIMATE FINISHED GRADE 12" MIN. COVER 2„ 6" MIN. LIQ ID LEVEL 1/3 16" 4"H x18"W SLOT, DEP7H 18" (2) 4" ELBOWS OF OUTLET MIN. OR 6" ELBOW _ INVERT a.Zx o�� `J o 0 60-757o OF K' 25-40Z OF � CD TANK VOLUME TANK VOLUME J MINIMUM 2X WIDTH ° 12" OF 3/4-1-1/2"-, SEPTIC TANK NOTES CRUSHED STONE ALL UNITS SHALL COMPLY W17H THE REQUIREMENTS OF THE NEW YORK PRECAST CONCRETE STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST ANR-FLOATATION TA ATION CONCRETE AS MANUFACTURED BY PALETTE STONE CORP. "-'_TENSION BASE EX:,cTURER ALL S7RUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR BY MANUFAGRAVEL BASE. WHERE EXISTING 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. 12" OF 3/4-1j" WASHED CRUSHED STONE ABSORPTION BED 1k 6' MIN. TAPER 1 AX�3 S OPE I AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN -PLACE PERCOLATION RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 107. BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 157. OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3-FEET BETWEEN BOUNDARY CONDITION (BEDROCK, CLAY OR SEASONAL HIGH GROUNDWATER) AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA AND TAPER AREAS. ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION BED. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. A PERCOLATION TEST IS TO BE PERFORMED PRIOR TO INSTALLING ABSORPTION BED TO VERIFY IN -PLACE PERCOLATION RATE IS IN ACCORDANCE WITH FILL SPECIFICATIONS. W/W 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 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEP77C TANK LEACH FIELDS. • AFTER EXCAVATION OF 17' x 35' ABSORPTION BED TO THE DEPTH REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF BED. • PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION BED. • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. • 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 BED HAS BEEN INSTALLED. • THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. • ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. 23' MIN. WIDTH OF TOP OF SYSTEM FILL 41' MIN. LENGTH OF TOP OF SYSTEM FILL [FILTER FABRIC MIRAFI 140N OR EQUAL OVER TOP OF STONE 3' TO TAPER TOP 17' BED WIDTH OF TAPER' 3' T OF TTOP 6' MIN. TAPERol 4' TYP. PIPE 6" MIN. COVER AT TOPSOIL ON ENTIRE FILL AREA, lo SPACING EDGE OF MOUND SEED AND ESTABLISH TURF NEW 1000 GAL PRECAST CONCRETE SEPTIC TANK AS DUPLEX PUMP STATION 4" PVC TEE & TAIL PIECE OUTLET BAFFLE BALL VALVE, ONE PER PUMP, INSTALL VALVES AND UNIONS SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY ° ° ; a 4" PVC SDR-35 OUTLET EFFLUENT SEWER MIN. SLOPE 1/8" PER FOOT FLOAT SWITCHES - INSTALL INSIDE ° PUMP PIT IN LOCATION ACCESSIBLE WITHOUT PIT ENTRY ALARM / LAG PUMP ON " 4 PUMP ON 1 PUMP OFF VOLUME OF DOSE PER NOTE 16" MIN. < BALL CHECK VALVE--' DUPLEX (2) EFFLUENT PUMP 12" OF 314-1-112" CRUSHED STONE 30" POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER CHAIN ON PUMP TO TOP OF TANK TO ALLOW FOR FUTURE PUMP REMOVAL WITHOUT ENTERING TANK J PRECAST CONCRETE ANTI -FLOATATION BASE EXTENSION BY MANUFACTURER 2" TEE JOINS TWO PUMP DISCHARGES INTO ONE FORCEMAIN 2" PVC SDR-26 OR SCH-40 FORCEMAIN 17' EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CON77?OL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CER77FIED ELECTRICAL INSPEC77ON AGENCY PRIOR TO START-UP OF PUMP STATION. 12"f COVER r CONNECT TO 2" PVCj PRESSURE DISTRIBUTON MANIFOLD PROVIDE POSITIVE DRAINBACK TO PUMP STATION 2" SCH-40 PVC INSIDE WET WELL THROUGH WALL GATE VALVE REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL UNION (2)- LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND EACH PUMP REMOVED WITHOUT TANK ENTRY PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE DUPLEX DEMAND DOSE CONTROLLER. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE A 40 GALLON DOSE. EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, MODEL WE05H SUBMERSIBLE EFFLUENT PUMP 1/2 HP, 230 VOLT, 1 PH VERIFY EXIS77NG ELEC7RICAL SERVICE PRIOR TO PURCHASING PUMP. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELEC7RICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. THIS DESIGN UTILIZES STANDARD PIPE -IN -STONE ABSORPTION BED INSTALLED IN MOUND CONFIGURATION. CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. REMOVE STUMPS AND EXISTING TOPSOIL AND ORGANIC MATERIAL FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTON FIELD AREA. CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORP7ON FIELD. BOTTOM OF BED INSTALLATION ELEVATION AT EXISTING HIGHEST GRADE NEAR HOUSE (PROVIDE 36" OF VERTICAL SEPARATION FROM BOTTOM OF STONE TO BOUNDARY CONDITION (SEASONAL HIGH GROUNDWATER, 36" DEPTH). REMOVE ORGANICS AND TOPSOIL AND TURN / LOOSEN TOP 2-FT OF NA71VE SOILS PRIOR TO PLACING SYSTEM FILL. INSPECTION REQUIREMENTS FILL PLACEMENT TO BE INSPECTED BY DESIGN ENGINEER AFTER STABILIZATION AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO INSTALLING 7HE ABSORPTION BED. SEPTIC TANK, PUMP STATION, PIPING, ABSORPTION FIELD COMPONENTS TO BE INSPECTED BY THE TOWN OF QUEENSBURY BUILDING DEPARTMENT & DESIGN ENGINEER PRIOR TO BACKFILL I IV/VI •N / V!■ %I I i\/I • ✓I—V I id 11 • SCALE: NTS 2" THREADED PLUG 2" 90' BEND 5/16" HOLES AT 4' O.C. FACING DOWNWARD SITE SOILS DATA TEST PIT TP-1 - 811712023 BY L. W. DOBIE, P. E. AREA OF PROPOSED ABSORPTION FIELD 0 -6" - TOPSOIL & GRASS 6 -24" - ORANGE -BROWN FINE SAND 24 -36" - GRAY -BROWN FINE SAND 36 -72" - BROWN FINE SAND W/SILT SEMI -FIRM MOTTLING @ 36" ROOTS TO 36" BOUNDARY CONDITION @ 36" PROVIDE 36" VERTICAL SEPARATION TO BOUNDARY CONDITION WITH BOTTOM OF ABSORPTION BED (BOTTOM OF STONE) PERCOLATION TESTS PT-1 - 811712023 BY L. W. DOBIE, P. E. AREA OF PROPOSED ABSORPTION FIELD STABILIZED PERCOLATION RATE: 6 MINUTES PER INCH PT-2 - 811712023 BY L. W. DOBIE, P. E. AREA OF PROPOSED ABSORP77ON FIELD STABILIZED PERCOLATION RATE: 3 MINUTES, 45 SECONDS PER INCH DISTAL END CLEANOUT DETAIL SCALE: NTS EM Call Before You Dig R Wait The Required Time ® Confirm Utility Response Respect The Marks 12 Dig With Care 40 PVC PE CH-40 PVC ,EMAIN ABSORPTION BED 2" SCH-40 PVC DIS7RIBUTION TAX MAP # 226.16-1-15 911112023 Date AN -go-govo I Queensbury, NY 12804 291889-01-S2 ALTERATION OF THIS DOCUMENTCEPT BY �. (518) 745-0307 Phone A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering P�.-�-�+ (518) 745-0308 Fax ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING, i , REPUTED LAKE NEIGHBORING t _ s WATER SUPPLY WASTEWATER SYSTEM RESIDENCE _- ROM PLAN REFERENCE NEIGHBORING - y E7(ISTING LANDS NIF OF „P.� PEP,M GARAGE ----- SANDY. \ \ REFERENCE i" LA M. UNRE l l l , 226.16-1-16 \ 3 68 1V0.633' r P.L.$� S81°43' ,' �• �AC•-. Ja E_! I EXISTING DOCK LAKE WATER LANDS OF % SUPPLY _ ________� JOHN H. ENGLANDER & SUSAN FRAILE %% LANDS N F OF tl ;! NEIGHBORING'WAY f i i 1 v� vv 0.67 ACRES a SUNSOVAL INC. v EXIST.LAKE WATER �� I ' NO WELLS ARE VISIBLE WITHIN 100 11 ,s � ���� . .F, .. �. SUPPL_Yf � v - - 226.16-1-31 �v a 226.16 1 5 u� OF THE PROPOSED ABSORPTION BED I EXIST.ELECTRICAL LINE TO BARN&BOATHOUSE Iz o INSTALLED 1500 GALPRECAST .� �C ��� � LL Ltt � ✓'.: r' � vt� �\ u �`\v 2 3 r �v a`�s TO BE FIELD LOCATED s '-' CONCRETE DUAL COMPARTMENT AND AVOIDED \ b Q _ �� ,€ �r E L„ SEPTICTANK&ANTI-FLOAT EXIST.APPROX.10 � ' a..... ... .. ... x „ .,a �' BASE EXTENSIONS „�, SITE LOCATION DRAINLINE W AS INSTALLED 1000 GAL PRECAST �'' NEIGHBORINGLOCATION MAP F REMOVED AS NEEDED `z I XIS CONCRETE PUMP STATION W l GAR,QGLc w DUPLEX PUMPS&ANTI-FLOAT EXIST.600f GAL CESSPOOL I J BASE EXTENSIONS I WASREMOVED EXIST.HOUSE SEWER - g fit A CONNECTED TO /, ✓r x INSTALLED ALLED SEPTIC iC TANK '�+. 7 LIJ 4.00' ,� f INSTALLED 2 PVC Oz� I I xa r Y 77 SCIA-40 FORCEMAIN a ° 21.30' a s 'PORCH I 6.70' 4" 1 LAAC -.I7� " 'A 0", E NETGHgOR� � \ XIS I ;;' NG a GR� -__ a° L:/ �71 U(,-a Rll/EyyAY a a \ GEC?RG� �. _ _ R��fi _ _ �. z !INSTALLED 4"PVCq y - �'; .. - � .: ysr �z �J ,, , o, _ , .. - �� �1Q HOUSE SEWER 411 t \ `E:`? O� `f 1%+Sj 3 HARRIS >ORCy sF �� u� , I ` a°'` tt i ,lI SITE LOCATION._.., .. .: ... ,; .... . ,., / NEIGHBORHOOD MAP BAY ' I TP_ REPUTED LAKE x� WATER SUPPLY I � SITE SDILS DATA t ' 3.9.50 I j,'1 REPUTED LAKE WATER SUPPLY TEST PIT PERCOLATION TESTS �C1((W- -- "J /l TP-1 -811712023 BY L.W. DOBIE,P.E. PT-1 -811712023 BY L.W. DOBIE, P.E. EXI�?L.PER MAP T" 4 11 NEIGHBORING AREA OF PROPOSED ABSORPTION FIELD AREA OF PROPOSED ABSORPTION FIELD l j LANDS N/F OF RESIDENCE 0-6" - TOPSOIL&GRASS STABILIZED PERCOLATION RATE: REFERENCE 1 •i•-,,•.i„N81�Sa'W FINE ND MINUTES PER INCH 167.74 'f - •a.,, // 6-24" - ORANGE-BROWNSA 6 MINU S E NC l — l DAVID W. SANDERSPREE 24-36" - GRAY-BROWN FINE SAND 226.16-1-29 „ LL fl 36-72 - BROWN FINE SAND W/SILT PT-2 811712023 BY L.W. DOBIE, P.E. io �` SEMI-FIRM AREA OF PROPOSED ABSORPTION FIELD s� NEIGHBORING l /;' TOE OF FILL t MOTTLING @ 36", ROOTS TO 36" STABILIZED PERCOLATION RATE: L" i TOP OF FILL& BOUNDARY CONDITION @ 36" 3 MINUTES,45 SECONDS PER INCH NEIGHBORING �' GARAGE � r PROVIDE 36"VERTICAL SEPARATION -` RESIDENCE % /'/ INSTALLED 17'x 35'PIPE-IN-STONE TO BOUNDARY CONDITION WITH ABSORPTION BED IN MOUND CONFIGURATION / W l PRESSURE DISTRIBUTION BOTTOM OF ABSORPTION BED REPUTED LAKE NEjG BOTTOM OF STONE} WATER SUPPLY HARING OUA l l RECORD DRAWING II LANDS N/F OF ;' !,Ill -- -- -- - -- -- - - l' INSTALLATION DATE: 612512024 - 612812024 MA FC 2012 TRUST _-- ` l I�l LANDS NjF OF 226.16-1-14 MA FC 2012 TRUST INSTALLED BY - ELLSWORTH & SON EXCAVATING INC. - O O Q /l 226.16-1-14 WASTEWATER SYSTEM - �� FROM PLAN REFERENCE 1. RECORD DRAWING NOTE: 'i A REPRESENTA77VE OF OUR OFFICE WS17ED THE SITE DURING CONSTRUCTION AND IT IS MY OPINION THAT LANDS NSF OF THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE ` ---'_-----__.____ ( WITH THE APPROVED PLAN AND THIS RECORD FREDERICK& LINDA MCKINNEY ;� i 1� j DRAWING. REVOCABLE TRUST LUCAS W. DOBIE, P.E. 226.16-1-13 711012024 NEIGHBORING DRIVEWAY REPUTEDLAKE TAX MAP # 226.16-1-15 ' LANDS NIF OF wATER suPPLY NEIGHBORING NEIGHBORING DRIVEWAY / �,� / FREDERICK& LINDA MCKINNEY Dig Safely. RESIDENCE l ,; ---- "I REVOCABLE TRUST New York 226.16-1-13 Gail Before You Dig i Wait The Required Time EM Confirm I Respect The Mark pones 1 RECORD DRAWING 711012024 Dig With Care /; WASTEWATER SYSTEM PLAN REFERENCES: 800-962.7962 IS UED FOR PERMIT 9 11 j2O23 1 i FROM PLAN REFERENCE 2. www.digsafelynewyork.com Q Q i. NEIGHBORING WASTEWATER FIELD APPROXIMATE LOCATION FROM / No. Revisions Date NEIGHBORING "WASTEWATER REPLACEMENT PLAN FOR MA FC 2012 TRUST," IN THE GARAGE TOWN OF QUEENSBURY, WASTEWATER SYSTEM SITE PLAN WARREN COUNTY NEW YORK. DATED JULY 23, 1' 2015. PREPARED BY: HUTCHINS ENGINEERING PLLC. � --- 2. NEIGHBORING WASTEWATER FIELD APPROXIMATE LOCATION FROM prepared for: MAP REFERENCES: WASTEWATER SYSTEM PLAN WASTEWATER SYSTEM SETBACK REQUIREMENTS "OVERALL SITE PLAN PREPARED FOR FREDERICK & LINDA MCKINNEY," IN Susan & Bob Fraile, John H. Englander THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED 31 Mason Road- Cleverdale, Lake George 1. BASE MAP INFORMATION FROM "MAP OF LANDS OF SAMUEL H. SCALE: 1"--20' STREAM,LAKE, FEBRUARY 3, 2020. PREPARED BY. HUTCHtNS ENGINEERING PLLC. Town of Queensbury, County of Warren, State of New York ENGLANDER," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW GRAPHIC SCALE PROPERTYLINE HOUSE WATERCOURSE, WELL 3. NEIGHBORING WASTEWATER FIELD APPROXIMATE LOCATION FROM YORK. DATED SEPTEMBER 5, 1975. LAST REVISED SEPTEMBER 15, 1983. WETLAND QFEB � � Drawn: HKB Checked:LWD Scole: 1"=20' Date: 712112023 20 0 10 20 40 80 "REPLACEMENT WASTEWATER SYSTEM FOR 7HE LAWRENCE UNREIN 169 Havilond Road PREPARED BY COULTER AND MCCORMACK, LICENSED LAND SURVEYORS SEPTIC TANK 10' 10' S0` 50` RESIDENCE 37 MASON ROAD..." PREPARED BY ENVIRONMENTAL DESIGN Queensbury, NY 12804 2. BUILDING LOCATION INFORMATION FROM WARREN COUNTY GIs, AERIAL ALTERATION OF THIS DOCU T EX PT B 291 889-01 _S 1 ( IN FEET ) ABSORPTION FIELD 10 20 100 100 PARTNERSHIP LLP, DATED AUGUST 23, 2011, REVISED AUGUST 31, 2011, A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone PHOTOGRAPHY, AND FIELD MEASUREMENTS. VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax