Loading...
SEP-0655-2023 SEPTIC DISPOSAL PERMIT Office Use Only I APPLICATION Permit#: � 'OCQ - 202 Town of Quccnsbury 85 Permit Fee:$ Invoice#: (C)(o3. 742 Bay Road,Queensbury,NY 12804 i P:518-761-8256 www.queensbury.net Septic Variance. NO Flood Zone? No Wetlands? No Reviewed By: Project Location: 14 Seneca Drive ME Tax Map #: 239.8-1-27 Oe 12 2023 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daiJ Q QUEENSBURY per day bedroom BU►L in er Yes No 1980 or older 150 Installed? (choose one) ❑ x❑_ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 2 110 220 Installed? (choose one) ❑ x❑ PARCEL INFORMATION: Topography n Flat Rolling ❑ Steep Slope % Slope Soil Nature ❑ Sand • Loam • Clay [' Other, explain: Groundwater At what depth? 25"—GLAr Bedrock/Impervious material At what depth? Domestic Water Supply ❑ Municipal ❑ Well ❑Lake Cd/f/f7*i'/T-Y5 f5iF/1 (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: 10 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size loon 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 ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: 18' x 35' Absorption Bed 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): George and Lucienne Walker Mailing Address, C/S/Z: 2453 McLin Lane The Villages, FL 32163 Cell Phone: Land Line: Email: • Primary Owner(s): Name(s): same as applicants 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): Crandall Excavating, Inc. Contractor Trade: Exacavation/Installation Mailing Address, C/S/Z: 63 Woodchuck Hill Road Lake George, NY 12845 Cell Phone: (518)470-4694 Land Line: (518)793-0431 Email: chriscrandalldigs@gmail.com **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: Iwdobie@hutchinsengineering.com Contact Person for Compliance in regards to this project: Lucas Dobie, P.E. Cell Phone: Land Line: 518-745-0307 Email: Iwdobie@hutchinsengineering.com 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: Lucas W. Dobie, P.E. -Agent SIGNATURE: DATE: lV/2-/q Septic Application Revised July 2022 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist YPlan to scale '( Received 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) ` `( All wells on property and adjacent properties shown Y' Water line shown Municipal or well 10'separation to any part of system • YSetback to property lines show 10'or more for any part of system i(Septic 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 1f Leech Field 20'from foundation 100'from any well 10'from water line aA Seepage pit 150'from well 50'from septic tank Af N Seepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetland Distance from bottom of trench or system 24"to bedrock or mottli g 36" •' n 1000'of Lake George /Leech field 100'from watercourse or wetland 1 Toe 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 j. bAll tanks anchored or 2'above flood elevation WASTEWATER SYSTEM DESIGN WASTEWATER SYSTEM MATERIAL WASTEWATER SYSTEM FILL MATERIAL NOTES W/W SYSTEM INSTALLATION NOTES ABSORPTION FIELD NOTES EXISTING 2--BEDROOM RESIDENCE SPECIFICATIONS AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE THIS DESIGN UTILIZES STANDARD PIPE-IN-STONE ABSORPTION BED INSTALLED IN WATER SAVING FIXTURES OF PROPOSED ABSORPTION BED AND TAPER AREA. WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS STABILIZED FILL, CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) HOUSE SEWER PIPE AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED AND REMOVE. REMOVE STUMPS AND EXISITNG TOPSOIL AND ORGANIC MATERIAL DESIGN FLOW - 110 GPD/BEDROOM PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, MINIMUM SLOPE SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLATION RATE OF 3-6 TUBING IN SEPTIC TANK LEACH FIELDS. FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL SYSTEM DESIGN FLOW- 220 GPD EFFLUENT SEWER PIPE MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 107 BY AFTER EXCAVATION OF 18' x 35' ABSORPTION BED TO THE DEPTH REQUIRED, WORK IN ABSORPTION FIELD AREA. EXISTING SEPTIC TANK - 1000 GAL PRECAST CONCRETE - PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO TO BE PUMPED, INSPECTED, NEW OUTLET BAFFLE TO INSTALLED MINIMUM SLOPE WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE LOOSEN SMEARED SECTIONS OF BED. CONSTRUCT DRAINAGE SWA B UPGION FIT OF SYSTEM IN ORDER TO DIVERT & REUSED IF FOUND TO BE IN GOOD CONDITION. REPLACE IF NEEDED EFFLUENT FORCE MAIN MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1 2"SIEVE SURFACE RUNOFF AROUND ABSORPTION FIELD. PIPING TO BE 2" PVC SDR-26 OR SCH-40, PROVIDE 3' MIN. COVER AND / PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE POSITIVE DRAWBACK V PUMP STATION EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE NEW PUMP STATION - 1000 GAL PRECAST CONCRETE WITH SIMPLEX PUMP ABSORP77ON AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM BOTTOM OF BED INSTALLATION ELEVATION AT EXISTING HIGHEST GRADE NEAR FILTER FABRIC MATERIAL IN THE ABSORPTION BED. OF 3-FEET BETWEEN BOUNDARY CONDITION (BEDROCK, CLAY OR SEASONAL HIGH HOUSE (PROVIDE 36" OF VERTICAL SEPARATION FROM BOTTOM OF STONE TO FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARA77ON FABRIC, TENCATE • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, PUMP TANK TO HAVE AN71-FLOATA170N BASE EXTENSIONS GROUNDWATER) AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL BOUNDARY CONDITION (CLAY LAYER, 25" DEPTH). REMOVE ORGANICS AND MIRAFI 14ON OR EQUIVALENT. MAINTAINING STRAIGHT CON77N000S GRADES WITHOUT SAGS, HUMPS, SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA AND TAPER .AREAS. TOPSOIL AND TOP 2-FT OF NATIVE SOILS PRIOR TO PLACING SYSTEM FILL. LEACH FIELD - STONE ABSORP77ON BED IN STABILIZED FILL SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH NO PARTICLES GREATER THAN 3" AS DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN • ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT INSPECTION REQUIREMENTS ABSORPTION BED - DESIGN TO 4-BEDROOM 12"LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLA77ON OF ABSORPTION BED. SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. ABSORPTION AREA O'D = GPD)/(0.7 GPD = 629 SF . DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO INSTALLING THE ABSORPTION (8-10 MIN PERCOLATI77ON RATEE PER NYSDOH APPENDIX NOTES."T0PSOrL PLACEMENT TO BE INSPECTED BY DESIGN ENGINEER AFTER STABILIZATION X 75-A, TABLE 5) INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PLACE 4"MINIMUM TOPSOIL OVER EN77RE ABSORPTION FIELD AREA. SEED, MULCH PRIOR TO 7RANSPOR71NG TO SITE HAS BEEN INSTALLED. BED. ABSORPTION BED AREA TO BE PROVIDED = 18'x35' = 630 SF AND ESTABLISH TURF. • THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DOSING A PERCOLATION TEST IS TO BE PERFORMED PRIOR TO INSTALLING ARSORP71ON BED DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC SEPTIC TANK, PUMP STATION, PIPING, ABSORP77ON FIELD COMPONENTS TO BE DOSING TO BE DEMAND DOSING THROUGH DISTRIBUTION BOX TO VERIFY IN-PLACE PERCOLATON RATE IS IN ACCORDANCE WITH FILL LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. INSPECTED BY THE TOWN OF QUEENSBURY BUILDING DEPARTMENT & DESIGN VIA SIMPLEX PUMP STA77ON SPECIFICATIONS. • ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE ENGINEER PRIOR TO BACKFILL 77 GAL CAPACITY IN DISTRIBUTION PIPING EXCLUDED FROM THE WASTEWATER SYSTEM. (4 LATERALS OF 4" PIPE @ 30', 0.64 GAL/LF) VOLUME OF DOSE TO BE 50t GALLONS POTABLE WATER SUPPLY IS EXISTING COMMUNITY WATER SYSTEM - MAINTAIN 10'MINIMUM SEPARATION BETWEEN WATERLINES & WASTEWATER COMPONENTS 4"PVC PERFORATED -MAINTAIN 50' MINIMUM SEPARATION BETWEEN SHORELINE AND SEPTIC TANK DISTRIBUTION PIPING \ & PUMP STATION 35' -MAINTAIN 100' MINIMUM SEPARATION BETWEEN SHORELINE AND SEPTIC777 �- TANK & PUMP STATION r u' 71 24'MIN. WIDTH OF TOP OF SYSTEM FILL THIS WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED 43'MIN. LENGTH OF TOP OF SYSTEM FILL 2 5 ' r { t 2 5 UPON THE WSTALLA71ON OF WATER CONSERVING FIXTURES AND A DESIGN 12"OF 3/4-1 "- FILTER FABRIC FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO WASHED CRUSHED STONE MIRAFI 140N OR EQUAL 30 LENGTH r ✓ 'r i I� ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA ABSORPTION BED OVER TOP OF STONE - OF PERT.TUBS OR OR WATER TREATMENT EQUIPMENT. THE SYSTEM IS NOT DESIGNED TO 3' TO TOP 3' TO TOP r - -_ 10'MIN. TAPER 18'BED WIDTH ---- 10'MIN. TAPER i PROPOSED H 4 PRECAST CONCRETE ACCOMODATE GARBAGE GRINDERS. THE INSTALLA71ON OF GARBAGE GRINDERS, OF TAPER OF TAPE 4' TYP. PIPE r d '' DISTRIBUTION BOX NON-CONSERVNG WATER FIXTURES OR EXTREME WATER USE FIXTURES IS SPACING 6"MIN. COVER AT 4" TOPSOIL ON ENTIRE FILL AREA, W/BAFFLE CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. EDGE' OF MOUND SEED AND ESTABLISH TURF 3 AX ✓ d r MAAINSTO 4"PVCTION E 10 M - COVER r i MAX � � UTS IDE 0 -F D 80X r 0 G SLOPE I ^¢�,. , .a: 1 r :. �..:,�. i f�.� —.�_�. .. ..:-.ter+.�.� .��.....�..,.�...Lf..�.--i• ,..fin..• .ter .�......r,w- ....+ „ .,.��.': .-.. a� - i 12 MiN ABOVE- 6 MIN STONE - �-2"SDR-26 PVC 3 3 MIN. APPROXIMATE NATIVE GRADE.'-, _,. . BELOW PIPE , . . _ >r_ .. �:._ ,.. FORCEMAIN . EXIST. GRADE (.., . Y CONDITION AT BOUNDAR 25.. I 1 j EXIS77NG ORGANICS& TOP 24"OFNATIVE-j 4718�x.35'STONE 4"PERFORATED PVC TAPER AREA MAXIMUM SLOPE 1 3. LOAM TC BE EXCAVATED & REMOVED ABSORPTION BED LATERALS W/MANIFOLDED ENDS, SYSTEM FILL MATERIAL ALL AROUND PRIOR TO PLACING FILL INSTALLED LEVEL MOUND ABSORPTION FIELD SECTION SCALE:NTS MOUND AB AN SORPTION BED PLO LIMIT OF ' ABSORPTIONON BED SCALE:NTS 30" POLYETHYLENE EXTENSION EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). POLYETHYLENE EXTENSION POLYETHYLENE EXTENSION-,, NEW 1000 GAL PRECAST TO GRADE WITH TAMPER SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. TO GRADE WITH TAMPER TO GRADE WITH TAMPER , CONCRETE SEPTIC TANK RESISTANT ACCESS COVER ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED RESISTANT ACCESS COVER RESISTANT ACCESS COVER AS SIMPLEX PUMP STATION \ / CHAIN ON PUMP TO TOP ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP NEW 4" PVC TEE & TAIL OF TANK TO ALLOW FOR STATION. PIECE OUTLET BAFFLE FUTURE PUMP REMOVAL APPROXIMATE FINISHED GRADE WITHOUT ENTERING TANK 12" MIN. COVER / BALL VALVE - TRANSITION TO 4" 12"f COVER INSTALL VALVE AND UNION OUTSIDE OF D-BOX -1 SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED 1 WITHOUT REQUIRING PIT ENTRY " a 4"PVC ° a t. _ INLET r 2 4"PVC SDR-35 BAFFLE - - MIN.SLOPE — LIQUID LEVEL OUTLET EFFLUENT SEWER USE SPEED LEVELERS TO 2"MIN. ASSURE ALL OUTLETS ARE AT 1/4" PER FOOT MIN. SLOPE EXACTLY THE SAME ELEVATION 2 MIN. WATERTIGHT SLEEVE 16° 2" DROP 1/8"PER FOOT PVC SDR-26 4" PVC SDR-35 SOLID HEADER JBE7;E EN INVERTS I 18 � � AND SEAL (TYP) - MIN, FLOAT SWITCHES - INSTALL i OR SCH-40 TO ABSORPTION LATERALS, INSIDE PUMP PIT IN LOCA77ON O FORCEMAIN \-PROVIDE 3' MIN. COVER 1/8"PER FOOT MIN SLOPE 4" PVC TEE & TAIL x ACCESSIBLE WITHOUT PIT ENTRY QU & POSITIVE DRAWBACK PIECE INLET BAFFLE w Z ALARM /\ V TO PUMP STA170N EXISTING 1000 GAL- o o Q 60-75% OF 25-40%OF LAG PUMP ON 4" PUMP STATION NOTES PUMP STATION TANK NOTES PRECAST S CONCRETE ONC ET E M D TANK VOLUME TANK VOLUME SEAL ALL TANK OPENINGS WATER77GHT PUMP ON ALL UNITS SHALL COMPLY WITH THE VOLUME OF DOSE --2" SCH-40 PVC INSIDE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP REQUIREMENTS OF THE NEW YORK STATE OF MINIMUM 2X WIDTH PUMP OFF PER NOTE WET WELL THROUGH WALL CONTROL PROVIDE AND INSTALL UL LISTED PRECADEPARSTENT OF CONCREIEALTH AND SHALL BE AS MANUFACTURED BY TAX MAP#239.8-1-27 MAXIMUM 4X WIDTH '� PACKAGED PUMP CONTROL PANEL WITH VISUAL AND 16" MIN. GATE VALVE AUDIBLE ALARM, INSTALL DUPLEX, ALTERNATING, UTOPIA PRECAST OR EQUAL. DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN _ --REDUCING TEE POINTED DOWNWARD ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE ALL STRUCTURES SHALL BE PLACED ON Dig ®Safely. --- - e ° a WITH 1"BALL VALVE THROTTLED TO PHASE DUPLEX DEMAND DOSE CONTROLLER. FIRM, COMPACT SAND OR GRAVEL BASE. New lYork - - a ALLOW TRICKLE DRAIN BACK INTO IM Call Before You DigWETWE — ALLOW TR LLER WHERE EXISTING SOIL CONDITIONS ARE INSTALL POW RIN CONTROL IN RING TOACCORDANCECONTRoW 1H UNSUITABLE, CRUSHED STONE SHALL BE ®wait The Required Time - ,1Confirm Utility Response -UNION - LOCATE SUCH THAT UNION MANUFACTURER'S INSTRUC77ONS AND NATIONAL PLACED AS NECESSARY TO ACHIEVE AIII- Respect The Marks i r ✓ CAN BE DISCONNECTED AND EACH ELECTRIC CODE(N.E.C.) REQUIREMENTS. STABLE BASE. IM Dig with Care am PUMP REMOVED WITHOUT TANK ENTRY 800.962.7962 0 ISSUED FOR PERMIT 10/12/20h3 PUMP CONTROL AND FLOAT LEVELS TO BE SEPTIC TANKS INSTALLED IN TRAFFIC AREAS www.digsafelynewyork can BALL CHECK VALVE PRECAST CONCRETE INSTALLED TO PROVIDE A 40 GALLON DOSE. SHALL BE OF EXTRA HEAVY CONSTRUCTION No. Revisions Date SIMPLEX(1) EFFLUENT PUMP ANTI-FLOATATION DESIGNED FOR H-20 WHEEL LOADING. BASE EXTENSION EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, WASTEWATER SYSTEM DETAILS 12` OF 3/4-1-1/2"-- BY MANUFACTURER MODEL WE05H SUBMERSIBLE EFFLUENT PUMP 1/2 ALL JOINTS MUST BE SEALED WITH BUTYLE CRUSHED STONE HP, 230 VOLT, 1PH SEALANT. JOINTS BELOW THE LIQUID LEVEL � r ALE t 79 prepared for: VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO MUST BE TESTED BEFORE BACKFILLWG. George& Lucienne Walker PURCHASING PUMP. 14 Seneca Drive-Takundewide,Cleverdale,Lake George ALL ELECTRICAL WORK S BE INSPECTED BY A Town of Queensbury,County of Warren,State of New York SEPTIC TANK& PUMP STATION DETAIL � SCALE:NTS TO START-UP 7 OFF PUMP7STATION -,0966 ON AGENCY PRIOR Drawn:LWD Checked:GTH Scale: NOTED Date: 1011012023 Igo 169 Haviland Road BYTALICEENSEED PROFESSIONATION OF THIII DOC L ENGINEER Queensbury, NY Phone 292249-01-S2 IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC ((51 7745-030 Phone g� g (518) 745-0308 Fax FM ' LAKE "�' \ ---- GEORGE FM --- FM _ M®M_Flol ®S S 290 LF 6"EFFLUENT SEWER 3 w w w w l Flog -�� -�-__ S w w / / -r- 8' DIAMETER PUMP FM FM M FMFRItom,- HARRIS STATION; RIM 331t M ---__ FM �lR, -- S S ww w�_ w w FOR COMMUNITY SYSTEM FM I�j BAY � Tn -"""'— FM '"- � -----.-- � '-�.. W w W f s a+� � �' � � eia�s ��� W r3 SDR-26 FORCE MAINS FM _ r FOR COMMUNITY SYSTEM M FM --�_ �g � w 1 FM GE �t GE BAY f t ,l t I r �1 LMH-3 is�. zta I , r RIM 336.5 �t P \ INV. 6" PVC 331.4 Q s s i WASTEWATER SYSTEM / .,., I j � WASTEWATER SYSTEM � s� ;t� L d ; w- __ FROM MAP REFERENCE-j �� APPROXIMATE LOCATION 1 �y i FROM MAP REFERENCE �- ---- -- OF COMMUNITY WATER PIPING REPUTED ti W V COMMUNITY a _ 4 LKWEI SUPPLY cp REPUTED W -'�' W p Ts COMMUNITY W W �? WAER SUPPLY ' W w , l r Pst j _ LOCATION MAP 3 SEN � —� �:, 1— w w �� SITE L rioN LANDS N/F SMl' H 239.8�1-29 W W �-__ Ig / w 10 SENEC Olt __._._..- W __ w � � �a n 3 w �a 1 R� -- �— - ., � �� LANDS OF MASON� � � �� � a ro + ., 10 A / SPHAL f ,t � �� , PAR � TAKUNDEWffE ,.'. w A_ yy NNE DTODTO K1N� ", ` \ COMMUNITY — s r y ° a s �z a0 " 335 O� WASTEWATER / 240.5-1-13 SYSTEM C, ) — �. �39,��`• LANDS OF TANUNDEWIDE �ter ri . ,- FTP , s #..,.. �n Asa IZS�NE HOMEOWNERS ASSOCIATION SOS � �1t ` \ EXIST.W ATER SH FF ��SQ�/ ,3 2 �SENE . R / � `� � PER MAP REFERE CE , . s' CONN ED TO ��C/ � COMMUNITY �.2 C MUNITY � WATER SUPPLY drSa � � SYSTEM � ��" �� '� •8 y� '� � n_c3 A. / o RAI REPUTED 1000-GAL N�SO SITE LO T / PRECAST CONCRETE COMMUNITY F�/ CA ION NEIGHBORHOOD MAP SEPTIC TANKTO BE q� Q WATER SUPPLY PUMPED,INSPECTED 14 REUSED 2. ISTI l REPDrE°1 } BFDRo 239.8-1-29 SITE SOILS DATA REPLIED COMMUNITY , PRECAST CONCRETE o GALHOUSE M � 40 BOATHOUSE RD I TEST PIT PERCOLATION TESTS COMMUNITY ty 1 WATER SUPPLY / PUMP STATION TP-1 -5/2023 BY T.HUTCHINS,RE, PT-1 -10/1112023 BY L.W.DOBIE,P.E. WATER SUPPLY MH-4 WI SIMPLEX PUMP / 3 RIM 332 /i LANDS OF MASON AREA OF PROPOSED ABSORPTION FIELD REPUTED EXIST.ABSORPTION—/ C, r""�- WS J EXIST.W AT4 R SHUTOFF 0-6" TOPSOIL AREA OF PROPOSED ABSORPTION FIELDS BED PE't MAP REFERENCE �l PER MAP R ERENCE _ 6-12" - DARK BROWN LOAM STABILIZED PERCOLATION RATE: J / 12-25" LIGHTER BROWN SILTY CLAY LOAM 10 MINUTES PER INCH 3 PROP.2` PVC .ry.S -�� ------` r jam- FORCkMAIN 3 PRECAST CONCRETE 239'�-1-2� / �� 1 J \ 25-32" OLIVE-BROWN CLAY LOAM SEPTICTAJ\' PUMPED,RKTOBF INSPECTED 1 SENECA DR // 32 58" DARK BLACKMUCK > / &REUSED F SMITH PT-2-1011112023 BY L.W.DOBIE,P.E. �\ 3 LANDS N/ / I BOUNDARY CONDITION @ 25" PROP.5000 GAL PROVIDE 36"VERTICAL SEPARATION AREA OF PROPOSED ABSORPTION FIELDS \ \ PRECAST CONCRETE 31 / TO BOUNDARY CONDITION WITH / \ �\ W►SIMP EX PUMP P STATIONI / I BOTTOM OF ABSORPTION BED 8 MINUTES PER ISTABILIZED OC TION RATE: 239.8-1-221 \, TRANSFORMERt � o Rq J // / 3 C V ` REPUTED ABSORPTION --- (BOTTOM OF STONE) LANDS N F FORBES \ / /y PROP.ABSORPTION BED -IN-STOED �\ �' / �e ~� �i\�NG AS NEEDED _ [FROM MAP REFERENCE .,........_,.,_ 1 SENECA OR ` / /� BED TO BE REMOVED WASTEWATER SYSTEM l IN STABILIZED FILL, �`�°cf7C! \_ .a :,. . / I _ ..� / TO SERVE 12 SENECA DRIVE 3 N(r R��� PROP,Y'PVC FORCEMAIN, W4 y PROVIDE T MIN.COVER& / POSITIVEDRAINBACKTO / -Cc u/ �" T� PUMP STATION t{ --- FRO r�S/ypR� l �' rr z roPpF °�°PPru '--- --�_ - L FR°, gT�Rsy 240.5-1-2.1 �� .....�. �,� WASTEWATER SYSTEM M ro �1N�C l / , ` FI<l ESTIM \ F�chF M w w_ FROM MAP REFERENCE j FOFFI� < / tP-1 / ��� U ATEp SUBZY SURF `� \. ONCE / 34 BOATHOUSE RD `t`CVldl\8 L)P t Il r,!''I �74I'I C TICITIESgLO ACE o, l LANDSN/FBETTE �:���s�.�W�p,1wt������ TOp` l ll 1 TG BE LO NG RD,gD -` QUALIFIED PER TRUST... _.._._. .u._ . _ //l RI�T.'BEGINNING FIELD VERIFY WATERLINE LOCATIONS, `� \` SEP-0655-2023 TOE TO MAINTAIN 10'SEPARATION BETWEEN 239.8-1-27 MAP REFERENCE: OFglt TOP OF FILL,T HEIGHTt WASTEWATER COMPONENTS&WATERLINES, ABOVE EXIST.GRADE ASIDE FROM PIPE CROSSINGS, \ < Walker,George BASE SURVEY INFORMATION TAKEN FROM "MAP MADE !N WHICH CASE,MAINTAIN 18"VERTICAL ]4 Seneca Dr FOR TAKUNDEWIDE..." PREPARED BY VAN DUSEN & NOW'ELLSAREVISIBLEWITHIN100` PROP.18'x35'PIPE-IN-STONE SEPARATION BETWEEN W/WPIPING ~`� gr ,` ,I'", Residential Septic Alteration ABSORPTION BED INSTALLED IN &WAERLINES AT CROSSINGS SIEVES LAND SURVEYORS, DATED MARCH 13, 2003, OFTHEPROPOSEDABSORPTIONBEDS STABILIZED FILL, AST REVISED OCTOBER 1, 2003. BOTTOM OF STONE 12"MIN. ABOVE EXISTING GRADE ADDITIONAL LOCATIONS TAKEN INFORMATION FROM / TAX MAP#239.8-1-27 WARREN COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD p MEASUREMENTS. 239.0-1-21 g �7`afelya PLAN REFERENCE: 52 BOATHOUSE RD De -— - N��wOYork 1. NEIGHBORHOOD WASTEWATER INFORMATION TAKEN ` 1) Call Safe YouDig - - - LANDS N F ARMSTEIN 11 Wait The R tliretl Time / � ®Gmfirm Utility Response FROM: "SITE PLAN COMMUNITY WASTEWATER SYSTEM ®Respect The Marks -- PREPARED FOR TAKUNDEWIDE HOMEOWNERS IS Dig With Care _ ASSOCIATION-" DATED FEBRUARY 6, 2007. 80`0.962.7962 0 ISSUED FOR PERMIT 1011112023 www.tligsafelynewyork.com ---- _ PREPARED BY. HUTCHINS ENGINEERING UNDER N o. Revisions Date PROJECT NUMBER 29-188 i � WASTEWATER SYSTEM SITE PLAN WASTEWATER SYSTEM PLAN �� „ o`� WASTEWATER SYSTEM SETBACK REQUIREMENTS SCALE: 1"=20' prepared forFMI George&Lucienne Walker STREAM,LAKE, GRAPHIC SCALE t 14 Seneca Drive-Takundewide Cleverdale,Lake George PROPERTY LINE HOUSE WATERCOURSE, WELL 20 0 10 20 40 80 i 9 WETLAND Town of Queensbury,County of Warren,State of New York °� SEPTIC TANK 10' 10' S0' S0' ( IN FEET ) / w pf� � , p �, Drawn:LWD Checked.GTH Sc' /e: 1"=20' Date: 1011012023 Hartland Road ABSORPTION FIELD 10' 20' 100` 100' ALTERATION OF THIS DOCU Queeneensbury, NY 12804 BY A LICENSED PROFESSIONAL ENGI EER (518) 745-0307 Phone 292249-01-S 1 IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax LAKE �� I; - _-�- �- ._ 1 W j ��- w / GEORGE „� M � __._ �_S S _ 290 LF 6" EFFLUEN W - FM --_._- FM ! v FM FM R S — �- W W j S 8' DIAMETER PUMP � M "'----- M ---_..--"""`- Fl�j _�''"' A ------_ S $ W � �� STATION; RIM 33it FM --- --F-,._ , S -- -_ w - HARRIS FOR COMMUNITY SYSTEM FM �" ' — � `� W W�� w w 6AN " BAY FM -------- -------_ '� - w w (3) 2 PVC FM. _:: F _ -------_.. w �- SDR-26 FORCE MAINS M -`~ FMj �AKE �: "? FOR COMMUNITY SYSTEM M -----.._ FM- WAR A FM GEORGE BAY : I c MH-3 S r RIM 336.5ss z � IN 6" PVC 331.4 t c va:r��,;, ���: s✓ la --- � i L7 WASTEWATER SYSTEM.... � � WASTEWATER SYSTEM �,,, R I FROM MAP REFERENCE i FROM MAP REFERENCE x ' W, - j APPROXIMATE LOCATION „ > £ W — - OF COMMUNITY WATER PIPING W ,� . __. - t✓ `� = W ,. REPUTED 7Is COMMUNITY - <v -___ ` G `�. WATER SUPPLY REPUTED W w ` - - COMMUNITY 3 �, 9.8 2 �,by+ p�� I WATER SUPPLY RECORD DRAVVIlVl7 LMil Yk7� S \ 3 sly` SITE LOCATION W --- w LOCATION MAP J TABLE W LANDS NJF SMI` H 239.8 -29 - w W � p s � -- 77 _ CORNER C CORN D � ,� � � �a �� ��� 10 SENE w I W h�„, ;, 3 / �: S.T. INLET PORT 18' 2.5' LANDS:OF MASON EW PUMP STATION , , 14 29 Y 10 A xa y� s 3 5r RISER SP r: � .. v, N y >i ACT �' � �.�`� DEW PARKING TAtCCIN IDE CONNECTED TO y / COMMUNITY335 � p �;€:- WASTEWATER ` _ 240 5-1-13 I 1 ab � s SYSTEM 2 39 1tt s 3.p .°.°Q.��dt w..:. ,,,`(, 4d^?ijd d'Ig —�6 LANDS OF TANUNDEWIDE � �, 1 r� �'�SENE1 HOMEOWNERS ASSOCIATION �2100- I O �/J4sgg �425ae IIr is jti aat s42$ SENE R 1F z _.. R f , NOS NjF MA CONK, ED TO COMMUNITY I » 'J CO MUNTIY WATER SUPPLY i 2 �� - ` S EWATER SYSTEM - `�,�. WASTEWATER SYSTEM I � q NEW 1000 GAL Q � � O 5�s ,,�' FRAM MAP REFERENCE J a �rs A9: are` e I Q P CAST CONCRETE 0 O N� �N� v PUMP STATION s� I �. � gx J''� (� W I DUPLEX PU14PS COMMUNITY F j�j SITE LOCATION NEIGHBORHOOD MAP I WATER SUPPLY14 NEW 1000-GAL— f ANKWITH ( ° "G p SITE SOILS DATA REPUTED 239.t?-1-29 I REPUTED COMMUNITY SUPPL � TEST PIT PERCOLATION TESTS COMMUNITY m WATER SUPPLY RISER GRADE ON INLET 40 BOATHOUSE RD O WATER SUPPLY MH-4 j /� 3 j ( TP-1 -512023 BY T. HUTCHINS, P.E. PT-1 -10/1112023 BY L.W. DOBIE, P.E. RIM 332 1 Q LANDS OF MASON I t AREA OF PROPOSED ABSORPTION FIELD REPUTED EXIST.ABSORPTION L � Q ` BED PER MAP REFERENCE / / 0-6" - TOPSOIL AREA OF PROPOSED ABSORPTION FIELDS 7 NEW 2"PVC 6-12"`r - DARK BROWN LOAM STABILIZED PERCOLATION RATE: 3` F FORCEMAIN 3 f EXISTING 1000_L;AL ..28 12-25 - LIGHTER BROWN SILTY CLAY LOAM 10 MINUTES PER INCH ,/�� Q i� \ PRECAST CONCRETE 239. 1 \ SEPTIC TANK WITH RISE °` ECA DR 25-32 - OLIVE-BROWN CLAY LOAM 3 TH , > 32-58" - DARK BLACK MUCK PT-2 -1011112023 BY L.W. DOBIE, P.E. � � To GRADE oN OUTLET '. 3f SEN -n LANDS NSF SM1 I BOUNDARY CONDITION @ 25" . NEW 1000 GAL � PROVIDE 36°VERTIC4L SEPARATION AREA OF PROPOSED ABSORPTION FIELDS RECORDRAWING DIMENSIONS /� �. PRECAST CONCRETE 31 TO BOUNDARY CONDITION WITH STABILIZED PERCOLATION RATE: PUMP STATION , TAB I BOTTOM OF ABSORPTION BED 8 MINUTES PER INCH 239.8-1-22 / i TRANSFORMERS •,\ �.. / G�,� V W�SIMPLEx PUMP 1 SENECA DR j j / )q �C BED TO BE REMOVED ON CORNER "A" CORNER "e" (BOTTOM OF STONE) NEW 18 x 35 PIPE-IN-S'TO R LANDS NjF FORBES j j ABSORPTION BED INSTAL D ~ ~`` K�NG / AS NEEDED EXISTING S.T. 23.5' 20.5' j OUTLET PORT i RECORD DRAWING j j IN STABILIZED ILL, 57.�� Tp�p'r << �~ �.�.,, EXI,STING NEW 2"PVCFORCEMAIN, NEW PUMP STATION 30' 15'j TO SERVE 12 sENE RIVE INSTALLATION DATE. I2J01J2023 `�'' ��A©CyAY � PROVIDE 3'MIN.COVER& f` ` RISER POST[IVEDRAINBACKTO 1 NEW PUMP STATION , j 1�5• �, _ PUMP STATION yv�sr COVER 33.5 20 INSTALLED BY - CRANDALL EXCAVATING 240 5-1-21 \ � WASTEWATER SYSTEM F,QOl�►©SyQ�'ElI j `'� Pr�' E '—' ._ `' �fiRa�'�q , FROM MAP REFERENCE ©/C F� `� f j7p_ `MA;ZD$�Uasu -.,,, `_ �ENCtc l 34 BOATHOUSE RD LANDS N/F BE77E It ss oo' ----t Al01V� FACE .� ` 'J rOpoF <t ` TO BELOW ROAD ..,� QUALIFIED PER TRUST.. RECORD of oGuR NOTE: �cEdvts�TFD THE s�TF N �`"TED ��`'` DURING CONSTRUCTION AND IT IS MY OPINION THAT T B �INf�/�/� �'`• \� THE SYSTEM IS INSTALLED /N GENERAL CONFORMANCE EARTy G '�,� WTH THE APPROVED PLAN AND THIS RECORD DRAWING. FINAL SURFACE FINISHING AND TURF FIELD VERIFY WATERLINE LOCATIONS, ``. `�, ESTABLISHMENT IS ONGOING. TDFQF�?CC TO MAINTAIN 10'SEPARATION BETWEEN MAP REFERENCE: TOP OF FILL,T"EIGH'TI WASTEWATER COMPONENTS&WATERLINES, �~`� '" , G. THOMAS HUTCHINS, P.E. ABOVE EXIST.GRADE ASIDE FROM PIPE CROSSINGS, "\ ` - 1210412023 BASE SURVEY INFORMATION TAKEN FROM "MAP MADE IN WHICH CASE,MAINTAIN 18"VERTICAL FOR TAKUNDEMDE..." PREPARED BY VAN DUSEN & NEW'IV x 35'PIPE-IN-STONE SEPARA77ON BETWEEN W/W PIPING SIEVES LAND SURVEYORS, DATED MARCH i3, 2003, NO WELLS ARE VISIBLE WITHIN IQO' ABSORPTION BED INSTALLED IN &WATERLINES AT CROSSINGS �- OF THE PROPOSED ABSORPTION BEDS STABILIZED FILL, LAST REVISED OCTOBER 1, 2003. BOTTOM OF STONE i.2"MIN. ADD177ONAL LOCATIONS TAKEN 1NFORMAVON FROM ABOVE EXISTING GRADE TAX MAP # 239.8-1-27 WARREN COUNTY GIS, AERIAL PHOTOGRAPHY, AND FIELD /4�j R 23./.V-1-21 D,g Safely MEASUREMENTS. rk PLAN REFERENCE: 52 BOATHOUSE RD EM Call New B You efore 1. NEIGHBORHOOD WASTEWATER INFORMA77ON TAKEN EM Wait The Required Time LANDS N/F ARMSTEIN / Confirm Utility Response FROM: "SITE PLAN COMMUNITY WASTEWATER SYSTEM Respect The Marks 1 RECORD DRAWING 1210412023 PREPARED FOR TAKUNDEMDE HOMEOWNERS ®Dig With Care 800-962.7962 Q S D OR PE MI /2 23 ASSOCIA770N..." DATED FEBRUARY 6, 2007. www.digsafelynewyork.com PREPARED BY HUTCHINS ENGINEERING UNDER No. Revisions Date PROJECT NUMBER 29-188 WASTEWATER SYSTEM SITE PLAN WASTEWATER SYSTEM PLAN 0 ®OAS WASTEWATER SYSTEM SETBACK REQUIREMENTS SCALE. 1"=20' prepared for. GRAPHIC SCALE � � ���,£ � � , George & Lucienne Walker STREAM, LAKE, 14 Seneca Drive - Takundewide, Cleverdale, Lake George PROPERTY LINE HOUSE WATERCOURSE, WELL 20 0 10 20 40 80 Town of Queensbury, County of Warren, State of New York WETLAND Og?g79 SEPTIC TANK 10` 10` 50' 50' ( IN FEET } OpC- Drawn: LWD Checked: GTH Scale: 1"=20' Date: 1011012023 169 Havitand Road ABSORPTION FIELD 10' 20' 100` 100' ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 292249-®� -�.7 BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax