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plot plan ° SITE SOILS DATA Map Reference TEST PIT TP-1 - 11/8/17 BY TOM center, P.E. Map of a Survey made for l 0-2" - TOPSOIL; ORGANIC WATERTIGHT COVER John A. & Deborah P . Shahay 2-25" - LOAMY MEDIUM FINE SAND `ed : DCcemter t15 . 2001 25-59 - FINE SAND WITH GRAVEL & COBBLES By : Van Dusen & SteveS ^ ¢ TRACE SILT 18 MIN .77777777777 r Land Surveyors y' SLIGHTLY COMPACT ® 32 . 5' MINIMUM COVER 777777 y:. WATER OR MOT 1 G E — .• ,: ,:. ,..: : ._< .: ,.; TL OBSERVED RVED _ - - Ma of a Survey o f .: Map Y TION TESTW .= „ :�t= ,. - •.. .. < - . ..._ _�._ .._. . . -. .::. . •..- ... ;_ STABILIZED PERCOLATION RATE OFMINUTES _ � <. �. __..� E' -: 0 , . ,,.•_ 4 26 SECONDS - f� Lands being Retained by ciRF 1 -. 0 RR TIE AT 12 INCHES IN A 18 INCH DEEP HOLE FINISHED GRADE n Mrs . Florence Hewitt 86'5210011 E To HOUSE Dated : October 19, 1970 $ o (10' MIN) �`—PITLESS ADAPTER S; 6 52 00 E WASTEWATER SYSTEM DESIGN By : John B . Van Dusen 179. Fj9 Guide Post -�, / k i (Proposed) C 175 , $$ ' iPi 4-BEDROOM RESIDENCE (DESIGN TO 5-BEDROOM) Deed Reference : (Proposed) DESIGN FLOW - 110 GPD/BEDROOM A 2" ANNULUS OF NEAT CEMENT OR _ 30`F.00K SYSTEM DESIGN FLOW - 550 GPD BENTONITE GROUT IS REQUIRED. F sert3facK SEPTIC TANK - PROPOSED 1,500 GALLON REFER TO CITED PUBLICATION FOR SEAL CASING TO BEDROCK Martha A. D O U g h e r x ` v r PRECAST CONCRETE MINIMUM REQUIRED DEPTH 'OF GROUT 50' MIN. CASING TO Y ro Q LEACH FIELD - PIPE-IN-STONE ABSORPTION TRENCHES Thomas Callahan and W< } o 1N SHALLOW CONFIGURATION Marianne Callahan x UJn N� f DESIGN PERCOLATION RATE = 6-7 MIN/IN Dated : April 19, 201 6 ® _ APPLICA77ON RATE = 1.0 GPD/SF ® �0 ABSORPTION TRENCH AREA REQUIRED = 550 SF WATER SUPPLY WELLS SHALL BE Recorded : April 22, 2016 _ _ CONSTRUCTED IN ACCORDANCE WITH L a n d s N/F O f ® 2' WIDE ABSORPTION TRENCH REQUIRED = 275 L.F.B : 5342 P : 1 43 �• THE STANDARDS OF APPENDIX 5-B x `Anna DO U her °� I sto ® TALL 6 TRENCHES.AT 50 LF. = 300 LF OF THE NYS SANITARY CODE SUBMERSIBLE PUMP INS Or Woed Frame ® : Lands N/F of p : House POTABLE WATER SUPPLY IS ON-SITE WELL Joshua D . Fish x P r O p o S e d Lot 2 0 - MAINTAIN 50' MIN. SEPARATION BETWEEN j Deck /.. Area B J: 7,o, ® WELL & SEPTIC TANK 1 Garage 87135 . $ Sq Feet - - - •� __ - MAINTAIN 100' MIN. SEPARATION BETWEEN - - WELL & ABSORPTION AREA ER 4 2 .0 Acres Garage �. Asptalt Prove `� Pro`.�seano5e _ SHALLOW TRENCH FILL MATERIAL NOTES WELL TAIL <; AFTER REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO, NTS x IPF S 8601910011 ESTABLISH REQUIRED GRADES .OVER THE ENTIRE AREA OF, E PROPOSED ABSORPTION FIELD AND TAPER AREA. ' 9. 82 ' IPF x GuideLst E SHALLOW TRENCH FILL TO HAVE SIMILAR PERCOLATION RATE TO {{ -. (Deed.Line) Guide Post „ EXISTING IN-SITU SOILS. FILL TO BE STABILIZED IN 6 LIFTS TO 25`SIDE PF sEraacK REQUIRED GRADES PRIOR TO CONSTRUCTING ABSORPTION o i l TRENCHES. FILL MATERIAL, INCLUDING A 4" TOPSOIL LAYER s. \ SHALL EXTEND 3' HORIZONTALLY FROM THE EDGE OF THE TRENCHES. TAPER THE FILL AREA TO MEET WITH THE EXISTING i "t - GRADE AT t,-j � A MAXIMUM 1:3 SLOPE. U-1 " \ 00 0 1 � J PROOOSED NEW P io n o ' ® SYSTEM INSTALLATION NOTES Lands N/F O f - N WELL o ,'� CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT David J . Strainer ^ HOUS@ _ � LO OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND ° o I Proposed Lot 1 r- r CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ® Area AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL . z o 76278 . 6 Sq , `lFeet BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. �I -r IPROPOSED'-1500 GAL PRECAST - _ - _ , ;.,-,:. ....• ;.._ `Acres . ' .. •. - . .;- - - _ , CONCRETE SEPTIC TANK PLACEMENT' OF AGGREGATE.SHALL-BE AS SHOWN, AND CARE SMALL BE EXERCISED TO AVOID INCLUSION OF I O.O' FINE GRAINED SOILS-AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. 100' WELL SETBACKS t +I MW -� rP _ THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT I� Guide Post Lan SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. . PROPOSED DISTRIBUTION BOX BrC ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND, DIVERT SURFACE RUNOFF AWAY FROM THE X / 3o`ReaR PROPOSED 2' WIDE ABSORPTION w DISPOSAL FIELD. t TRENCHES, 6 AT 50' REQUIRED - DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. _ : ._.......:.._ .. -. /WIPP IRFi., _z ® 1 j 264. - THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE , N $5 r EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE 83° ° GRINDERS. . W 52+, IAF O NOV 2 2 2017 4 �; 202. 05 ' . 3.5' ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE I . (Proposed) 4 WASTEWATER SYSTEM. TOWN OF QUEEN S15unY Lands N/F of shed N :$ COMMUNi r DEVELOPMENT 3°3 7 1 52 11 W Guide Post '; Richard Edwards SYSTEM MATERIAL SPECIFICATIONS (� Lands N/F o f -�---_ ® ABSORPTION FIELD.AGGREGATE � C+ i Traci Mastroieni a (Proposed) Lands N/F Of STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. SEPTIC PLOT PLAN• I David C . Nelson EFFLUENT FILTER: i I I HAVE SEEN OR 08SERREE�SA��I��EJE�TC Lands N/F Of EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. SUCH AS HOUSES,WELLS, 1 EFFLUENT SEWER PIPE SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY ME�GT HE DIST "ICEISET FORTH Q. rAmRobert Ciano PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" P'ER FOOT MINIMUM SLOP_. � _MAP REFERENCE: WASTEWATER SYSTEM PLANFILTER FABRIC DDig BASE MAP PREPARED FROM PARCEL SURVEY BY t 6 SSafely. VAN DUSEN & SIEVES SURVEYORS DATED 01110117 „ FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140ti OR EQUIVALENT. SCALE 1 =40NewYork WITH A DRAWING NUMBER OF 70-126. " +f HOUSE SEWER PIPE a p Call Before You Dig 4" MIN TOPSOIL OVER THE ENTIRE GL PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1l4" PER FOOT MINIMUM SLOPE. ©Wait The Required Time 4" MIN TOPSOIL OVER THE ENTIRE ABSORP71ON FIELD; SEED AND ABSORPTION FIELD; SEED & SHALLOW TRENCH FILL MATERIAL D Confirm utility Response ESTABLISH TURF i ©Respect The Marks ESTABLISH TURF ! OVERFILL TO ALLOW FOR MATERIAL To HAVE SIMILAR PERCOLATION RATE TO EXISTING IN-S"ITU SOILS. NO PARTICLES GREATER THAN 3". ©Dig With Care BACKr LL FREE OF SETTLEMENT POLYETHYLENE EXTENSION TO APPROXIMATE POLYETHYLENE EXTENSION To : FILTER FABRIC MIRAFI 140N OR STONE OVER 3" SEE "SHALLOW TRENCH FILL MATERIAL NOTES." I 800-962-7962 GRADE WITH TAMPER RESISTANT FINISH GRADE GRADE WITH TAMPER RESISTANT EQUIVALENT www.digsatelynewyork.com_ ACCESS COVER COVER } L TOPSOIL 1 2" MIN. DROP 12" MAX II FIL7E FABRIC PLACE.4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. r BETWEEN INVERTS 12" MIN. SUGGESTED: INSTALL POLYLOK + + 6» MIN. MIRAF 140N 2' TRENCH WIDTH s-t2" COVER PL-122 FILTER SUCH THAT IT IS --- -- OR EQUAL TAX MAP # 290.6-1-62.2 Trr I. r_._-� READILY REMOVABLE THROUGH 12' MIN. COVER 2 MIN. o COPE \ A TANK ACCESS CovER- - ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL -v + 2" MIN. � ' 4" PVC SDR-35 t _1 DISTRIBUTION•,BOX r r ^- + \✓ ENGINEER 1S A VIOLATION OF NYS EDUCATION LAW. 4" PVC SDR-35 Itl.. g �II I 6» . � D v o4 12" MIN. INLET i !— r 2" 4" PERFORATE PVC LATERAL, 4 6" �0 000 MIN. SLOPE - — LIQUID LEVEL f-� oun Er 2" MIN. SLOPE 1/16" - 1/32" PER FT.END CA 1/4" PER FOOT MIN. SLOPE : j, " 1/a" PER FOOT BAFFLE -4" PERFORATED PVC LATERAL, ls" 3/4" TO 1-1/2" WASHED CRUSHED SLOPE 1/16" - 1/32" PER FT. 18"MIN. USE SPEED LEVELERS TO 3/4" TO 1 1/ STONE WATERTIGHT SLEEVEJ ASSURE ALL OUTLETS ARE AT CRUSHED STONE Tj /� /� AND SEAL (TYP) EXACTLY THE SAME ELEVATION ABSORPTION TRENCH SECTION ABSORPTION TRENCH PROFILE o 4" PVC SDR-35 SOLID HEADER TO PERFORATED TRENCH PIPING, SCALE: NTS �•'.; r0j 1/8" PER FOOT MIN SLOPE SCALE: NTS al PROPOSED 1500 GAL 0 ISSUED FOR PERMIT . 11116117 i PRECAST CONCRETE J SHALLOW TRENCH I sEPnc TANK 6' TYP. TRENCH SPACING z MINIMUM 2x WIDTH REMOVE ORGANICS N o. Revision S Date' ' - MAXIMUM 4X WIDTH ' 1 I 4" MIN. TOPSOIL FILL MATERIAL AND TOPSQ(L ... :.. NATIVE SOILS PRIOR TO PLACINGWASTEWATER �/ /� f FILL MATERIAL j /V' LA DETAILS .. .5•�: istial-: . i y• SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE .,...:. ;0.. ., ;,, 1 MAX. INTO ' Q' prepared for: DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS - --- I :'` EXISTIN GRADE .,, ..... j Imo-24" MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. __.. Pa(� ALL STRUCTURES SHALL BE PLACED ON FIRM COMPACT SAND OR GRAVEL BASE. - J. -Callaha - t' _ WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE - ., _ l7nyS1CI PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. - ' E East 40 Su Town sb ury,�.W County, N Y - T wn of Queen arren ' SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY PROPOSED 24" WIDE ABSORPTION CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. TRENCH; Drawn: TRC I Checked: GTH I Scale: NOTED ( Date: 11/15/2017 ALL JOINTS MUST BE SEALED WITH BUM SEALANT. JOINTS BELOW THE LIQUID (6) REQUIRED AT 50' LONG EACH LEVEL MUST BE TESTED BEFORE BACKFILLING. 169 Havilohd Road SEPTIC TANK DETAIL SHALLOW AB ,_9FILE Queensbury, NY 12x04 291226-01 SCALE: NTS SCALE: NTS (518) 745-0307 Phone Hutchins Engineering g g (518) 745-0308 Fax ;