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SEP-0643-2022 !- 't SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: ' - '3z - 202Z Town ofQueens•ury e) Permit Fee:$ b Invoice#: L s. 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Flood Zone N Reviewed By. a_ 1. C-le-ko Zt Q L V c Project Location: 28 COBY DRIVE Tax Map #: 316.10-1-39 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) X _ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 3 110 330 Installed? (choose one) X PARCEL INFORMATION: Topography ✓ Flat Rolling Steep Slope % Slope Soil Nature Sand ✓ Loam Clay Other, explain: Groundwater At what depth? 78" 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 MIN per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub NEW 1250 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:10 FT X 35 FT Holding Tank System Total required capacity? ; tank size , # of tanks Septic Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): ROBERT MCDONALD Mailing Address, C/S/Z: 593 CORINTH RD , QUEENSBURY,NY 12804 Cell Phone: Land Line: Email: • 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):SAME AS APPLICANT 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: Email: Contact Person for Compliance in regards to this project: COBY MCDONALD Cell Phone: Land Line: 518-744-2808 Email: 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: TOM CENTER- HUTCHINS ENGINEERING, PLLC SIGNATURE: DATE: Septic Application Revised January 2021 nv (,# SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only 742 Bay Road,Queensbury,NY 12804 Town off eensbury > fi P:518-761-8256 www.queensbury.net Permit#: " 9 -1�` Tax Map ID#: 316.10-1-39 Permit Fee: $ ; Invoice#: J1O Project Location: 28 COBY DRIVE Septic Variance? Yes No Primary Owner(s) ROBERT MCDONALD Mailing Address 593 CORINTH ROAD,QUEENSBURY NY Phone & Email (� �� 2� 1 Cl1.l� '1--z\ _ z& Installer/Builder SAME AS OWNER r� i Mailing Address IU) ` •' �= 11 w i7 11! 1 Phone & Email I Il 1i I nu 2 0 2099 I II II Engineer TOM CENTER HUTCHINS ENGINEERING I l:! Mailing Address 169 HAVILAND RD I TOWN OF QUE,E1;VU Y P1111 rim ,, rn, Phone & Email 518-796-2515 TCENTER36@YAHOO.COM Contact Person for Building&Code Compliance: COBY MCDONALD Phone: 518-744-2808 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present 3 110 330 PARCEL INFORMATION: Topography ✓ Flat Rolling Steep Slope %Slope Soil Nature Sand ✓ Loam Clay Other Groundwater At what depth? 78INCHES Bedrock/Impervious material At what depth? NA Domestic Water Supply ✓ Municipal _Well (if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: 2 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1250 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length_ ft.; Each Trench ft. Seepage Pit with#3 stone How many: ; Size: • Alternative System Bed or other type: 10 FT X 35 FT Holding Tank System Total required capacity? ;tank size ;#of tanks NOTES: 1.Alarm system&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. 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: TOM CENTER HUTCHINS ENGINEERING DATE: 11-6-18 SIGNATURE: Town of Queensbury Building&Code Enforcement Revised February 2017 Ie TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Plan 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 Water line shown Municipal or well 10'separation to any part of system Setback to property lines show 10'or more for any part of system Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline Ne 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 'N('Leech Field 20'from foundation 100'from any well 10'from water line ON,Seepage pit 150'from well 50'from septic tank �PSeepage 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 mottling 36"within 1000' of Lake George Leech field 100'from watercourse or wetland 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 4%Department of Health Approval for all mobile home park new systems Flood Plain requirements NL(2'above established flood elevation to bottom of system N( tanks anchored o 2' above flood elevation MAP REFERENCE BASE MAPPING PREPARED FROM WARREN COUNTY CIS MAPPING. POINT ELEVATIONS PREPARED FROM BASE ELEVATIONS PREPARED BY VAN DUSEN & STEVES SURVEYORS AND HUTCHINS ENGINEERS. CONTRACTOR TO VERIFY REQUIRED SETBACKS DURING INITIAL S17E LAYOUT NO nu N/1 100 FT 4" PVC SDR-35 Lj INLET MIN. SLOE 1/4' PER FOOT 16' WATERTIGHT SLEEVE AND SEAL (n?) 1000 GAL PRECAST — CONCRETE SEPTIC TANK NO 1/BLL w/I 100 FT APPROXIMATE FINISH GRADE 12" MIN, COVER J 2" 18`MIN. 1• s" SEPTIC TANK NOTES L UNITS SHALL COMPLY WI7H THE REQUIREMENTS OF THE NEW YORK STATE 'pfLOP TMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED �y UTOPIA ENTERPRISES OR EQUIVALENT. LE STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE EXIS71NG SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE rCED AS NECESSARY TO ACHIEVE A STABLE BASE all ANTS MUST BE SEATED IM Burn SEALANT, JOINTS BELOW THE LIQUID LEVEL US16E TESTED SUNE BOUNG, ECTED BY S1EEl CABLE ON SIDES OF Sit CONCRETE S.1 BARRIERS CHIN TEa CAe� AND ...,,i, a uio VITIN FOR W-ROATAVON. USE S 10.0' MIN. FROM WATERLINE TOP OF FILL ELEK--- = 29315 STABILIZED FILL LIMITS NO 11866 W/,z 100 FT APPROXIMATE LOCATION OF STREAM NO ABLE W/1 100 FT S05 ' TREA SETBACK EXISTI 2 BEM" CAMP 10' MIN FROM WA TER ELEV. vi WATERLINE —-NEW HOUSE SEWER NEW 1,000 GALLON PRECAST CONCRETE SEPTIC TANK 100' STREAM cro _ SETBACK 01 PROP. 500 GALLON PRECAST o _2 PT-1 CONCRETE PUMP STATION - '\ PROP. 1-112' SDR-11 Zcn HDPE FORCEMAIN 10.0' MIN. FROM \ PROPERTY LINE PROP. DISTRIBUTION BOX PROP. 10 FT WIDE BY 35 FT LONG ABSORPTION BED WITH 2 - 30 FT LONG INTERCONNECTED 4' PVC PERFORATED LATERALS SITE SOILS DATA W1W SYSTEM INSTALLATION NOTES WASTEWATER SYSTEM DESIGN SYSTEM MATERIAL SPECIFICATIONS TEST PIT • CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN 3-BEDROOM RESIDENCE ABSORPTION FIELD AGGREGATE TP-1 - 1014118 BY TOM CENTER, P.E. ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL 0-48" - LOAMY SAND FILL DESIGN FLOW - 110 GPD/BEDROOM HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. 48-" - LOAMY MEDIUM FINE SAND SYSTEM DESIGN FLOW - 330 GPD PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. EFFLUENT FILTER SEPTIC TANK - EX. 1,000 GAL. PRECAST CONCRETE AFTER EXCAVA710N OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS EFFLUENT FILTER TO HAVE 1 16-INCH FILTRATION, POLYLOK 56-92" -LOAMY FINE SAND AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO PL-122 OR EQUIVALENT. (RECOMMENDED) 92-98 - FINE SAND LEACH FIELD - RAISED PIPE -IN -STONE ABSORPTION LOOSEN SMEARED SECTIONS OF TRENCH. EFFLUENT SEWER PIPE BED • PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 118" MOTTLING ®78" EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE PER FOOT MINIMUM SLOPE. GROUNDWATER OBSERVED 0 92" DESIGN PERCOLATION RATE = 1-5 MINIIN MATERIAL IN THE ABSORPTION TRENCHES. FILTER FABRIC APPLICATION RATE = 0.95 GPD/SF • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, PROVIDE 24" VERTICAL SEPARATION TO ABSORPTION TRENCH AREA REQUIRED = 348 SF MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, TENCATE MIRAFl 140N OR EQUIVALENT. MOTTLING CONDITION SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. HOUSE SEWER PIPE PERCOLATION TESTS INSTALL 10 FT X 35 FT ABSORPTION BED • ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH PT-1 - 1014118 BY TOM CENTER, P.E. SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. 1/4" PER FOOT MINIMUM SLOPE. STABILIZED RATE = 2 MINUTES 15 SECONDS POTABLE WATER IS TOWN OF QSBY MUNICIPAL WATER • DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED TOPSOIL PT-2 - 1014118 BY TOM CENTER, P.E. - MAINTAIN 10' MIN. SEPARATION BETWEEN HAS BEEN INSTALLED. PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFlLL AREA. SEED, STABILIZED RATE = 1 MINUTES 45 SECONDS WATER LINE & ABSORPTION SYSTEM THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND /S NOT MULCH, AND ESTABLISH TURF. DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC PERCOLATION RATE OF 1-5 MIN/INROOF, LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS FORCE MAIN FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE 1- 112" HDPE SDR 11, FORCE MAIN SECTION UNDER THE \USEESIGN EXCLUDED FROM THE WASTEWATER SYSTEM. DRIVEWAY SHALL MAINTAIN 5' OF COVER 4" MINIMUM TOPSOIL ON ENTIRE BACKFlLL AREA; SEED AND ESTABLISH TURF 4" TOPSOIL COVER ABOVE TOP OF STONE 4" PVC PERFORATED LATERAL INSTALLED FILTER FABRIC BED; LEVEL, IN BED CONFIGURATION WITH MIRAFl 140N OR EQUAL SEED & ESTABLISH TURF MANIFOLDED ENDS 5' PIPE SPACING 2.5' ro EDGE OF BED XF „ .. -•W ate... ... ,. ..,...w .. .:..,.. •.y .. •••.: ..�. ..,..... rr. •••.. ..,,. .<• w• :rk,,,. t r.a, �,,w •'. 'Y..• ..•'. �: .. .. . • . ,• . •.r ,. r •1 : �••• it ' .t r :Y aA• a.y . 1 •� I :may :; .•�,.`, .•,�,.'.. •M: � t•t nr : 4�1 v • a.•!ter r '+•�� :.L i COVER Cr: •' n •a ' 2 STONE 12 TOTAL COVER OVER: w 7}I=" ..... ... . _.., � TONE ... ...•• .. •... :`...�. ,:_a ^ i x y., � < < >� ;.a., _, '4^ �S r � < i. � r _ < a/�� .c <,�/ 1 < i� 'r � ati� :• •'}. •• ems.. 4. ., ...... � : k � � wa•r •r •,:. .•r w .stc `y,�:fi?.>•�." !-i.ztya, a,. ,w .x••4»•ua,`r ?.. .'�. `3i .,d ': ,"♦5x•'t n •;'s...y ii,:r!"•7r1 ,`k •'a •„". `;.r ::. Y. .-.. .. .. }•: ''. ... , r ... t k.x�.. - ,..t ,, ] i t,.F f l- ,,, i'♦ t+:i'. k. 4. ..5 : "': x } •a `" 'u . y }-T'...< �` rt 6 MIN STONE"--'-`!_'- �• s ,>',,' c:" r�. 2 MINIMUM 10 BED WIDTH,r 7' SEPARA N •:♦Jti } . t.w:, ...... BELOW PIPE • i• 9• Y e' 'Y is :�tin� Y t .•J TO BOUNDARY f• , 4 5: it ' •t.' +t , T..♦i.. .a•fa'r •:;`��: .:,< :°;'.:..:::•: � N.• MIN.. ..,- CONDITION & 2 1• a' } to ABOVE 0 r • r. ii• 3/4"-1-1/2" WASHED-1TYPICAL ABSORPTION BED SECTION CRUSHED STONE SCALE: NTS r1 SUGGESTED: POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER SUGGESTED: INSTALL POLYLOK PL-122 FILTER SUCH THAT IT IS READILY REMOVABLE THROUGH TANK ACCESS COVER 4' PVC SDR-35 OUTLET EFFLUENT SEWER MIN. SLOPE ON zQ 1/8" PER FOOT ALARM/LAG PUMP ON LEAD PUMP ON PUMP OFF INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED BALL VALVE INSTALL VALVES AND UNIONS SUCH THAT PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY FLOAT SWITCHES - INSTALL INSIDE PUMP \ PIT IN LOCATION ACCESSIBLE WITHOUT P11 4' ENTRY VOLUME OF DOSE / 9"SEE NOTE .': = 30 GALLONS = 2.25' -{) (IF UTOPIA 500 GAL. TANK) 16' MIN. NEW SEPUC -1 BALL CHECK VALVE EFFLUENT PUMP "-EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT POLYETHYLENE EXTENSION TO GAS TIGHT. INSTALL CONTROL PANEL GRADE WITH TAMPER RESISTANT IN HOUSE ACCESS COVER 12 t COVER 2' MIN. DROP DISTRIBUTION BOX BETWEEN INVERTS 2' MIN. TRANSITION TO 4" OUTSIDE OF D-BOX 2' FORCEMAIN BAFFLE USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR-35 SOLID HEADER TO ' PERFORATED ABSORPTION BED PIPING, 1/8' PER FOOT MIN SLOPE PUMP STATION NOTES 2" SCH-40 PVC OR SEAL ALL TANK OPENINGS WATERTIGHT, GALVANIZED PIPING INSIDE WET '• WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL GATE VALVE AND AUDIBLE ALARM. INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. REDUCING TEE POINTED DOWNWARD INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN WITH 2' BALL VALVE THROTTLED TO ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC ALLOW TRICKLE DRAIN BACK INTO CODE (N.E.C.) REQUIREMENTS W 74M ' CONTROL AND FLOAT LEVELS TO BE INSTALLED TO 30 GALLON DOSE.. UNION - LOCATE SUCH THAT UNION PUMP) TO BE GOULDS MODEL 3885, WE05H 230V; SINGLE PHASE, 20 GPM PUMP CAN BE DISCONNECTED AND PUMP 5 F7 TDH. PUMP 500 GAL PRECAST CONCRETE REMOVED WITHOUT TANK ENTRY AT l ff EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. PUMP TANK VERIF 10' BED WIDTH RASIED ABSORPTION BED SECTION SCALE: NTS 10'rv5' Y x :•' f _jr r t , r 'Y '—k-ir i<,.. _Yf`__ / .._. .Y'„_k r r f r t f J. T :e.1.f "_er'.. _..... ... rs.. .... ... is ..... r... rs, ,....rY J. : J J 00, x x_ .2.5 / s 35' L MATERIAL NOTES FILL ABSORPTION BED SYSTEM PLAN AFTER SCALE: NTS THE ENTIRE AREA OF PROPOSED REMOVING ORGANICS PLACE SYSTEM FILL OVER , WITH TRACKEDEQUIPMENT, ABSORPTION BED AND TAPER AREA P FILEY�J MOUND SYSTEM "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL IMTH IN -PLACE PERCOLATION RATE OF 1-3 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER TOWN OF QU THAN 0.075mm (1200 SIEVE). AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN BUILDING & O Pj THE RANGE OF 0.50mm TO 2.0mm (jf35 SIEVE TO jf10 SIEVE). LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2' SIEVE Reviewed B Date: " """POSED RIBU71ON BOX TRANSITION FORCE MAIN TO 4" PVC OUTSIDE OF D-BOX SYSTEM FILL MATERIAL SHALL BE MIXED WITH THE FIRST 12 OF NATIVE MATERIAL. 316.1 - 39 SEP-0643-2022 SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 24" BETWEEN TILLED 28 COb McDonald, Robert NATIVE MATERIAL AND BOTTOM OF ABSORPTION TRENCHES ONLY SYSTEM FILL MATERIAL y Dr SHALL BE INSTALLED THROUGHOUT THE MOUND AREA AND TAPER AREAS Residential Septic Alteration SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF BED. TAX MAP # 316.10-1-39 INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSEDEDUCATION PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. TRANSPORTING TO SITE INSTALLER TO NOTIFY ENGINEER WHEN SOIL HAS BEEN PLACED PRIOR TO INSTALLATION OF ABSORPTION TRENCHES TO CONFIRM IN -SITU SOIL PERCOLATION RATE MEETS THE REQUIRED SPECIFICATIONS. Dig New York ■ Call Before You Dig ■ Wait The Required Time ■ Confirm Udi ft Response Respect The harks ■ Dig With Care 800-962.7962 wwsr,digsafal�nwryoek coM Safely. / . 1 ISSUED FOR SEPTIC PERMIT REVISED FOR 2' FLOOD PLAN SEPERA71ON 1110912022 0 ISSUED FOR SEPTIC PERMIT 1110512018 No. Revisions Date WASTEWATER PLAN prepared for: Robert McDonald 28 Coby Drive Town of Queensbury, Warren County, NY Drawn: TRC Checked: GTH Scale: NOTED Dote: 1012912018 169 Haviland Road Queensbury, NY 12804 291398-01-S 1 (518) 745-0307 Phone Hutchins Engineering 518745-0308 Fax SITE SOILS DATA WNV SYSTEM INSTALLATION NOTES WASTEWATER SYSTEM DESIGN SYSTEM MATERIAL SPECIFICATIONS TEST PIT • CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING " AND IN TP-1 - 1014118 BY TOM CENTER P.E. 3-BEDROOM RESIDENCE ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH 'INDIVIDUAL ABSORPTION FIELD AGGREGATE RECORD DRAWING WING C0 MAP REFERENCE 0-48 " - LOAMY SAND FILL DESIGN FLOW - 110 GPD/BEDROOM HOUSEHOLD. SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC STONE IS TO BE 3 4 TO 1-112- WASHED CRUSHED STONE. � / BASE MAPPING PREPARED ..FROM WARREN COUNTY GIS MAPPING. 48-56" - MEDIUM FINE SAND SYSTEM DESIGN FLOW - 330 GPD PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. EFFLUENT FILTER INSTALLATION DATE. 1010612023 POINT ELEVATIONS PREPARED FROM BASE ELEVATIONS 56-92" .LOAMY -LOAMY FINE SAND NK SEPTIC TA - EX. 1,000 GAL. PRECAST CONCRETE " AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PREPARED BY VAN DUSEN & STEVES SURVEYORS AND AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO PL-122 OR EQUIVALENT. (RECOMMENDED) INSTALLED BY - OWNER HUTCHINS ENGINEERS. 92-98 -FINE SAND LEACH FIELD - R�AII�SED PIPE -IN -STONE ABSORPTION LOOSEN SMEARED SECTIONS OF TRENCH. EFFLUENT SEWER PIPE RECORD DRAWING DIMENSIONS TABLE CORNER "A" CORNER "B" ST. OUTLET PORT 36.5' 21' P.S. OUTLET PORT 45' 21.8' DISTRIBUTION BOX 64' 32' TO VERIFY REQUIRED SETBACKS DURING INITIAL MOTTLING ®78 " PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE PIPING TO BE 4 SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" CONTRACTOR AppRQ AT$ LOCATION OF 5"rREAM EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE PER FOOT MINIMUM SLOPE. SITE LAYOUT GROUNDWATER OBSERVED 0 92" DESIGN PERCOLATION RATE = 1-5 MIN N /I MATERIAL IN THE ABSORPTION TRENCHES. FILTER FABRIC APPLICA 71ON RATE = 0.95 GPD/SF • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, FILTER FABRIC TO BE 4.8 OZ SY NON -WOVEN SEPARATION FABRIC, / PROVIDE 24' VER1)CAL SEPARATION TO = ABSORPTION TRENCH AREA REQUIRED - 348 SF MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, IENCATE MIRAFl 140N OR EQUIVALENT. No HELL MOT)UNG CONDITION SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. HOUSE SEWER PIPE 1►j1 l0o FT PERCOLATION TESTS INSTALL 10 FT X 35 FT ABSORPTION BED • ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT PI PIPIPI PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH PT-1 - 1014118 BY TOM CENTER, P.E. SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. PER FOOT MINIMUM SLOPE. STABILIZED RATE = 2 MINUTES 15 SECONDS POTABLE WATER IS TOWN OF QSBY MUNICIPAL WATER • DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED TOPSOIL PT-2 - 10/4/18 BY TOM CENTER, P.E. -MAINTAIN 10' MIN. SEPARATION BETWEEN HAS BEEN INSTALLED. _ STABILIZED RATE 1 MINUTES 45 SECONDS WATFR LINF & ABSORPTION SYSTFM • THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT PLACE 4 MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, II.UU v 10 FT WIDE BY 35 FT LONG ABSORPTION BED MTH 2 30 FT LONG INTERCONNECTED 4" PVC PERFORATED LATERALS NO HELL W/I 100 Ff 4" TOPSOIL COVER ABOVE TOP OF STONE 4" PVC PERFORATED LATERAL INSTALLED FILTER FABRIC BED; LEVEL, IN BED CONFIGURATION WITH WASTEWATER SYSTEM PLAN Na "JIL MIRAFi 14oN OR EQUAL W/1 100 FT SEED & ESTABLISH TURF MANIFOLDED ENDS SCALE 1 `20' 5' PIPE SPACING 2.5' TO EDGE OF BED GRA PHIC SCA LE777 6-12 0 40 COVER 1 2 .� ,; ..J.. .......' . .a> -. -,.: ' �..,•:... '..:... ___ ... ..,... ._h.,....�, k....��'.?.� -.,.>.,� xA"r �•'k+ :.._- •z�, axr_r a ,•..y... i.r :..7.- xr-','r '',V' '.•' "> 2 STONE .12,l- TOTA., L,..,;<,� � IN FEET 351 .... .. COVER OVER,,,. h� N .. 1. K•..,,mo_:. ... X... TONE DEPTH, 1/ DISTANCES. NS AND DIST :.....::�.•�.� A OR TO FIELD VERIFY PE CONTR CT PI �.a-:.•.- ::....:'. -.....................:..... ::....:..,. ..... .. 2a6 MINIMUM W...,. a �t BELOW PIPE .ABSORP77ON BED SYSTEM PIANTO .BOUNDARYFILL MATERIAL NOTES & 2 MIN..:: SCALE: NTS - ...,_ ....: ....:.>.,:.,..:.:.: ,, . , .:.,......... ... . _ .. •. :. >. ,-.:'t..•..:<',' :...::.:.:.,..:,:' . ., ..., '...:• .. r., :.•:'::.;....... , .... .. ENTIRE AREA OF PROPOSE AFTER REMOVING ORGANICS PLACE SYSTEM -FILL OVER THE RE A D :....:. ABOVE 100 YR FLD.:;:: ....., �..... _ .,: . , ' . ..: . . ... :. . ... .. ... , ,.> : • .,.: ,:.., .::.:-...:.'..:'. �'.. - ,.' ' .... <^ ,...., ..:.;'- , : '•.: �..::...•�,;:'...::..,.- _ .^ •:�.':;.:,:' :::.. ABSORP710N BED AND TAPER AREA WITH EQUIPMENT, "_ ,, MOUND SYSTEM "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY 314 1- 112 WASHED TYPICAL ABSORPTION BED SECTION LOAM OR SANDY LOAMY GRAVEL WITH IN -PLACE PERCOLATION RATE OF 1-3 MIN/INCH AND CRUSHED STONE SCALE: NTS NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL _BE FINER THAN 0.075mm (1200 SIEVE). AT LEAST 259 OF THE MATERIAL BY WEIGHT SHALL BE IN EXTERIOR WEATHERPROOF JUNCTION THE RANGE OF 0.50mm TO 2.Omm (#35 SIEVE TO /10 SIEVE). LESS THAN 157. OF THE SUGGESTED: POLYETHYLENE EXTENSION BOX (IF NECESSARY). SEAL CONDUIT APPROXIMATE TO GRADE W17H TAMPER RESISTANT POLYETHYLENE EXTENSION TO GAS TIGHT. INSTALL CONTROL PANEL MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2 SIEVE FINISH GRADE ACCESS COVER GRADE WI7H TAMPER RESISTANT IN HOUSE ; INSTALL FLOAT SWITCHES TO OPERATE PUMP AND ACCESS COVER SYSTEM FILL MATERIAL SHALL BE MIXED WI7H THE FIRST 12" OF NATIVE MATERIAL. LIMIT 10' PROPOSED DISTRIBUTION BOX TRANSITION FORCE MAIN TO 4" PVC OUTSIDE OF D—BOX MAINTAIN LEVELS AS INDICATED 12 f COVER.. 2" MIN. DROP SUGGESTED: INSTALL POLYLOK SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 24 BETWEEN TILLED i 12" MIN. COVER PL-122 FILTER SUCH THAT IT IS DISTRIBUTION BOX BETWEEN INVERTS Jt S B U I LT READILY REMOVABLE THROUGH TANK 2' MIN. NATIVE MATERIAL AND BOTTOM OF ABSORPTION TRENCHES. ONLY SYSTEM FILL MATERIAL /-� Y .: ' .. ., ACCESS COVER SHALL BE INSTALL THROUGHOUT 0 AREA AND TAPER AC INSTALLED THROUG THE MOUND AREAS. 4" PVC SDR-35 77 2 INLET 4" PVC SDR-35 4 TRANSITION TO SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS WI7H TRACKED LIQUID LEVEL OUTLET EFFLUENT SEWER BALL VALVE 4" OUTSIDE OF EQUIPMENT PRIOR TO INSTALLATION OF BED. MIN. SLOPE d D-Box TAX MAP # 316.10-1-39 MIN. SLOPE INSTALL VALVES AND UNIONS SUCH BAFFLE ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL 1/4' PER FOOT THAT PUMP CAN BE ISOLATED AND 2" FORCEMAIN ,. 1/8' PER FOOT YINSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 16" REMOVED WITHOUT REQUIRING PIT USE SPEED LEVELERS TO ASSURE 4 18"MIN. ENTRY ALL OUTLETS ARE AT EXACTLY TRANSPORTING TO SITE WATERTIGHT SLEEVE AND THE SAME ELEVA71ON _ SEAL (TIP.) 4" PVC SDR-35 SOLID HEADER TO INSTALLER TO NOTIFY ENGINEER WHEN SOIL HAS BEEN PLACED PRIOR TO INSTALLATION OF FLOAT SWITCHES -INSTALL INSIDE PUMP PERFORATED ABSORPTION BED PIPING, ate o ALARM/LAG PUMP ON PIT IN LOCATION ACCESSIBLE WITHOUT PIT ABSORPTION TRENCHES TO CONFIRM IN -SITU SOIL PERCOLATION RATE MEETS THE REQUIRED ENTRY 1/8" PER FOOT MIN SLOPE R CAST o "' SPECIFICATIONS. 2 RECORD DRAWING 1010212024 1000 GAL P E LEAD PUMP ON CONCRETE SEP17C TANK VOLUME OF DOSE PUMP STATION NOTES • 9"SEE NOTE = 30 GALLONS = 2.25" 2" SCH-40 PVC OR SEAL ALL TANK OPENINGS WATERTIGHT. 1 UE FO SE C ER T R VIS F 2 FLO D AN EP ATl N 0 0 MINIMUM 2X'WIDTH PUMP OFF (IF UTOPIA 500 GAL. TANK) GALVANIZED PIPING INSIDE WET MAXIMUM 4X WIDTH WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL 0 ISSUED FOR SEPTIC PERMIT 1110512018 • ` 16" MIN. AND AUDIBLE ALARM. INSTALL DUPLEX ALTERNATING, DEMAND DOSE CONTROL • . GATE VALVE Revisions _ I LOCATION. N o. o n s PANEL INSIDE HOUSE IN ACCESSIBLE LO D d -'•; . v'. - 4. , ..: • ...I " : REDUCING TEE POINTED DOWNWARD INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN WI7H 2 BALL VALVE THROTTLED TO ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND NATIONAL ELECTRIC WASTEWATER PLAN $EPTIC TANK NOTES ALLOW TRICKLE DRAIN BACK INTO BALL CHECK VALVE CODE N.E.C.) REQUIREMENTS "ILL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE WETWE�L D' prepared for. bEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED g m r 'CONTROL AND FLOAT LEVELS TO BE INSTALLED TO 30 GALLON DOSE.. 3Y UTOPIA ENTERPRISES OR EQUIVALENT. EFRUENi PUMP .PUMP � New'York Robert McDonald - At UNION p UNION LOCATE SUCH THAT TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE, 20 GPM PUMP • STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. 0 Call Before You Dig I _U AND PUMP 5 FT TDH. 28 Cob Drive HERE EXISTING _ SOIL CONDI7)ONS ARE UNSUITABLE, CRUSHED STONE SHALL BE CAN BE DISCONNECTED � Wait The Required Time Y ACED AS NECESSARY TO ACHIEVE A STABLE BASE. PUMP 4 THOUT TANK ENTRY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. p Confirm Utility Response n Of UeenSbU Warren County,NY 500 GAL PRECAST CONCRETE REMOVED WI AT 1� Tow Q ►Y� F11 ® Respect The MarksST BE SEATED M N BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MP TANKl J�NTS MU PUMP Dig With Care Date: 10/29/2018 VERIFY 800 962 79 62 Drawn: TRC Checked: GTH Scale: NOTED BEFORE �� BE UST M B ACKf �IIING. wrrw.digsafe eon+ 169 Haviland Road iES hl^e�ork. 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