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2024-0156 '' �___ SEPTIC DISPOSAL PERMIT Office Use Only -A 1 APPLICATION Permit#: 2- 2 01rD\o Tours ofQucensbury Permit Fee:$ 65 Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Septic Variance No Flood Zone? No Wetlands? No Reviewed By: la. C } 1sl. LAN. j E �N Project Location: � v� Tax Map #: 2 9 . 1 - ) -l 4S MAR 29 2024 ,� RESIDENCE INFORMATION: TOWN OF taLJE:E.T=LINY BUIW Ns & 1;i�i_rL Year Built Gallons #of bedrooms: X gallons per =total daily flow ___ = -y- _ = - _ _._ per day bedroom Garbage Grinder Yes No 1980 or older 150 - Installed? (choose one) ❑ e 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 Installed? (choose one) ❑ ?S❑ q 1 10 2_20 PARCEL INFORMATION: Topography El Flat Rolling ❑ Steep Slope -% Slope Soil Nature K Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? 51 Bedrock/Impervious material At what depth? N trA Domestic Water Supply ❑ Municipal [ Well ❑Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: <'5 per minute per inch (test to be completed by a licensed engineer/architect) S e_e_ p Gol-. PROPOSED SYSTEM INFORMATION: Tank size )0on 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: i)� r ?Um r ..S k \on Holding Tank System Total required capacity? ;.tank size ; -# of tanks Septic Application Revised July 2022 n CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • A licant: (� Name(s): �c,•r Mailing Address, C/S/Z: 9' I � IFj QS LI Cell Phone: cI k-- 222-0Y3-6 — Land Line: Email: J bkrdt 774r�9r,.U;1,��„�. • Primary-Owner(s : Name(s): e\f \Ir:A\ Mailing Address, C/S/Z: )LflF U.\kri QL Cell Phone: s(c- —1I oD Land Line: — Email: 51s-G,LI c c rri ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): ( kr c(cNrk._ Contractor Trade: C Mailing Address, C/S/Z: 5 k 6 tp.y �J Cell Phone: -22-47d 3— Land Line: Email: (, �,.,,�� r— **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): er„r� r eat:,, snr _ • Mailing Address, C/S/Z: Cell Phone: q- -7 9h— 1t 26 S Land Line: Email: 3roL.J(1%._pQ ev,,aTt•COM Contact Person for Compliance in regards to this project: c)0,-}i\c_k Cell Phone: Si`s 'Z 2 2-9•--7--6 F Land Line: Email: f 7 era 5 >a•r.. ®,r 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: SIGNATURE: DATE: 3 Z 2, Septic Application Revised July 2022 • . / . »' T#�.7R, r TOWN (F QUEENSBl.IRY . • ,• �''.R 742 B Road, , Queensbury,NY. 12804-5902 p.• Septic System Checklist • 4lantoscale • *c4-16 �°��� . . c Received Deep hole pert test results from engineer/Architect if applicable(Town Approved Engineers and • • Architects;June 30 to April 15 p Town Engineer/or unapproved Engineers and Architects) g l (All wells on property and adjacent properties shown ater line shown Municipal or well 10'separation to any part of system V___ • Setback to property lines show 10'or more for any part of system • 1,r4Septic tank and pump stations 10'from foundation.50'from any well/lake/wetland 10'from any waterline . fu m—septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for0',Separation required(field verification required) 5Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi g a tubs/garbsggrinder each q ieech Field 20'from foundation 100'from any well 10'from water lin • e ±Seepage pit 150'from.well 50'from septic tank . Ph-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 mottling 36"within 1000'of Lake George • f1Leech field 100'from watercourse or wetland . &b!oe of mound or bottom of retaining wali.l0'from property line 100'from well 20'from • Foundation • C f 5 rovide'Engineer/Architect stamp for bed or design systems • . �p . • Department of Health Approval for all mobile home park new systems Flood Plain requirements • . .2'above established flood elevation to bottom of system • &AII tanks anchored or 2'above flood elevation 12" COVER MIN. 4" INLET PIPE MIN. SLOPE 1/8 "/FT. O O �•''``' 12" MIN. COURSE ;`•;�: SAND OR PEA STONE SECTION A -A EACH OUTLET FITTED = WITH SPEED LEVELERS A INLET I 4" OUTLET PIPE MIN. SLOPE 1 /8 "/FT. OUTLET (TYP. OF 8) GROUT UNUSED OPENINGS Aj I T-1" PLAN VIEW —DISTRIBUTION BOX TO BE #2 DB BY FORT MILLER CO. OR EQUAL. —PROVIDE EXTENSION COLLAR IF COVER OVER BOX EXCEEDS 12". —BAFFLE MUST BE PROVIDED. PIPING BENDS CANNOT BE UTILIZED AS A BAFFLE. —FOR PUMPED FEED TO D—BOX PROVIDE A RETAINING FITTING AT THE ENTRANCE AND EXPAND FTHE D DISTRIBUTION BOAv MOUND GR DEORCE OVER DISTRIBUTION BOX TO HELPMAIN PIPE SIZE TO 4" 8EP ERVENTTFR EZING'STRIBUTION BOX. NOT TO SCALE PROPOSED LEACH FIELD -1 ELJEN LINE @ 44% 11 ELJEN PADS -FIELD SIZE OF 4'x45' PROPOSED -10' MIN. TO PROPERTY I 100% RESERVE PT LINE I AREA -100' MIN. TO WELL -20' MIN. TO HOUSE i XIST. i PROPOSED I ME TP DISTRIBUTION BOX PROPOSED 4"0 ST DISCHARGE ©,$'/FT. SLOPE -IF SLOPE OF 20 IS NOT AVAILABLE A i PUMP STATION WILL BE REQUIRED AND A 2" HDPE OR \ SCH. 80 FORCE MAIN IS I REQUIRED I z PUMP STATION LOCATION o FOR ALTERNATE PLAN (SEE DETAIL ON SHT. 2) I EXISTING WELL � 4"0 GRAVITY LINE FROM LEACH FIELD 100 FROM �`�\ � ST. TO PS. FOR ALTERNATE PLAN (SEE DETAIL ON SHT. 2) I EXISTING WELL NO LONGER IN USE I \ I 2 / 1 EXISTING 1000 GAL. SEPTIC TANK ,CD: OPERTY �1NE PR , SEPTIC SYSTEM LAYOUT SCALE: 1" = 30't LIQUID LEVEL OUTLET EFFLUENT FILTER — ZABEL RETROFIT ACCESS _ SYSTEM OR EQUAL 26"0 RISER DEPTH TO FIT 3--- 4"0 OUTLET PIPE MIN. SLOPE J"/FT EFFLUENT FILTER REQUIRED TO BE PLAN VIEW INSTALLED FOR ' :r+ . • ELJEN WARRANTY TO BE IN EFFECT SECTION VIEW EFFLUENT FILTER ADDITION RECOMMENDED NOT TO SCALE FINISH GRADE 4" TOPSOIL . } ♦ ♦ r 4 + } } r ♦ } ♦ i ♦ ♦ ♦ } ♦ + ♦ r + ♦ ♦ r r + ♦ } ♦ + + ♦ ♦ ♦ + + ♦ } r + + ♦ + + + ♦ ♦ ♦ ♦ r r + + ♦ ♦ ♦ ♦ } + ♦ ♦ ♦ r } ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ + ♦ + ♦ ♦ ♦ ♦ ♦ ♦ + } ♦ ♦ ♦ + ♦ ♦ ♦ ♦ + + ♦ + + ♦ ♦ } } SUITABLE BACKFILL 4" PERF. PIPE (ROCK, COBBLES TO BE REMOVED) LAID LEVEL GEOTEXTILE COVER TYP. HOLES AT BANDING STRAPS 5 & 7 O'CLOCK GSF UNIT LAID LEVEL CONCRETE SAND N.Y.S.D.O.T. #703 07:.............................................................. SEE DETAIL THIS SHEET 6" 36" 6" N OTE: I _ 2' MIN. TO IMPERVIOUS STRATA, BEDROCK OR SEASONAL HIGH GROUNDWATER ELJEN GSF CROSS SECTION NOT TO SCALE 6" CONCRETE SAND (SEE SPECS) ALL AROUND AND UNDERNEATH UNITS 45' 4"0 PVC ® J"/FT 11 ELJEN GSF UNITS 4' TYP. 3' TYP. FROM SEPTIC -------- — — — — --I� TANK D—BOX GSF UNITS 4":�/0 PVC LAID LEVEL LAID LEVEL ELJEN GSF SYSTEM PLAN NOT TO SCALE 4� MIN. 4' TYP. 10' MIN TO STABILIZED I ( FILL TOIL PROPERTY LINE PSO & SEED ELJEN GSF UNIT 3 1 GR PGT QU, ELJEN GSF SYSTEM SECTION NOT TO SCALE ALTHOUGH THIS PROPERTY IS LOCATED PARTIALLY IN A FLOOD ZONE, TOWN MAPPING INDICATES THAT THE ELJEN SYSTEM IS LOCATED OUT OF THAT ZONE. SYSTEM MAINTENANCE NOTES IT IS IMPERATIVE THAT THE OWNER PROVIDE QUALITY MAINTENANCE FOR THIS SYSTEM. SEND AS LITTLE GREASE AS POSSIBLE TO HOUSE DRAINS. MONITOR EFFLUENT FILTER AND CLEAN AS REQ'D, I.E. INITIALLY CHECK AT 3 MONTHS AND IF NOT CLOGGED CHECK AT 6 MONTHS, ETC. UNTIL A TIME PERIOD FOR CLEANING THE FILTER CAN BE ESTABLISHED. REMOVE FILTER & HOSE CLEAN THEN REPLACE. MONITOR SEPTIC TANK AND CLEAN TANK WHEN THE DEPTH TO THE SLUDGE LAYER IS 10" BELOW THE BOTTOM OF THE OUTLET BAFFLE AND THE DEPTH FROM THE BOTTOM OF THE SCUM LAYER IS 3" ABOVE THE BOTTOM OF THE OUTLET BAFFLE. PROPER MAINTENANCE WILL EXTEND THE LIFE OF THE LEACHING SYSTEM. PROVIDE CERTIFICATION TO ENGINEER FROM PIT THAT MATERIAL PROVIDED MEETS THE SPECS SHOWN BELOW. ELJEN SAND ASTM C33 SAND SPECIFICATION SIEVE SIEVE SQ. % PASSING SIZE OPENING SIZE WET SIEVE .375" 9.5 MM 100 #4 4.75 MM 95-100 #8 2.36 MM 80-100 #16 1.18 MM 50-85 #30 600 NM 25-60 #50 300 NM 5-30 #100 150 pM <10 #200 75 p M <5 PERCOLATION TEST RESULTS: PERC. RATE DEPTH No. MIN: SEC INCH IN. EXISTING SOILS PT 1 2 min. 18 sec. 22 PT 2 1 min. 57 sec. 24 TEST PIT RESULTS No. DESCRIPTION 1 0-5" TOPSOIL & SHALLOW ROOTS 2 5"-5t' MED. TO FINE BROWN SAND NO MOTTLING, GROUNDWATER OR ROCK PERCOLATION TESTS COMPLETED BY CARRY ROBINSON, P.E. ON 12-29-23 A NOTE ABOUT EFFLUENT FILTERS AND WIPES THE USE OF AN EFFLUENT FILTER IS HIGHLY RECOMMENDED. AN EFFLUENT FILTER PROVIDES ANOTHER CHANCE TO REMOVE SOLIDS FROM THE WASTE STREAM PRIOR TO THEM ENTERING THE DISTRIBUTION BOX AND CAUSING PROBLEMS WITH THE LEACHING SYSTEM. DO NOT REMOVE IT ACCEPT FOR CLEANING. WHEN CLEANING PULL THE FILTER OUT BUT DO NOT PUT FILTERED MATERIAL BACK IN THE TANK. PUT THE FILTER IN A HEAVY DUTY GARBAGE BAG, SHAKE THE FILTER THEN SPRAY IT WITH THE HOSE TO CLEAN IT. THROW OUT THE GARBAGE BAG AND PLACE THE CLEAN EFFLUENT FILTER BACK IN THE EFFLUENT TEE BAFFLE. HAVE YOUR CONTRACTOR SHOW YOU HOW TO FIND THE EFFLUENT FILTER. WIPES, BABY WIPES, TAMPONS, KOTEX, ETC. THESE ITEMS DO NOT BELONG IN THE SEPTIC SYSTEM. THEY EXPAND AND THEN CLOG PIPING, THE EFFLUENT FILTER AND IF THEY GET THERE, THE DISTRIBUTION BOX & POTENTIALLY THE LEACHING SYSTEM. IF YOUR EFFLUENT FILTER OR OTHER SYSTEM COMPONENTS ARE CLOGGED YOU MAY NOTICE THAT THE TOILET IS SLUGGISH AND YOU MAY HEAR SOME GURGLING WHEN IT FLUSHES. IF THIS OCCURS CLEAN YOUR EFFLUENT FILETER AND IT SHOULD TAKE CARE OF THE SITUATION. IF IT DOES NOT YOU MAY HAVE OTHER ISSUES THAT REQUIRE THE HELP OF A PROFESSIONAL. THIS PLAN IS FOR A REPLACEMENT SYSTEM AND INCLUDES THE INSTALLATION OF A DISTRIBUTION BOX AND AAN ELJEN GSF LEACHING SYSTEM. THE EXISTING SERVICE FROM THE HOME AND THE SEPTIC TANK ARE TO REMAIN AS IS, IF AFTER INSPECTION IT IS DEEMED TO BE IN GOOD CONDITION AND NOT LEAKING. IT IS RECOMMENDED THAT AN EFFLUENT FILTER BE INSTALLED AND THE OPENING OVER THE FILTER BE EXTENDED TO GRADE. EXISTING DISTRIBUTION BOX AND LEACH FIELD ARE TO BE EXCAVAT 3 MOVED OUT OF THE AREA OF THE PROPOSED FACILITIES. PIPE IS T CLEANED AND DISPOSED OF. DBOX AND STONE ARE TO BE BURIED 3ITE OR REMOVED TO A LEGAL DISPOSAL FACILITY. IT IS RECOMMEND[ kT THE DBOX AND STONE REMAIN ON SITE. CONTRACTOR NOTIFICATION: THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER PRIOR TO THE START OF CONSTRUCTION TO ENSURE COMPLETE UNDERSTANDING OF SYSTEM DESIGN INTENT. IF DIFFERING SITE CONDITIONS FROM THOSE PRESENTED IN THIS PLAN ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK BEING COMPLETED. GARRY ROBINSON, P.E. PHONE: 518-695-3655 EMAIL: grobinsonpe®gmail.com P.E. UC. NO.: NY-060166 I REV. I DATE INOW'0P /oao Rio SITE SITE LOCATION MAP N TS SEWAGE DISPOSAL SYSTEM NOTES: 1.) SEWAGE FLOWS: 2 BEDROOM AT 110 GAL/DAY/BEDROOM TOTAL EXPECTED FLOW = 220 GAL/DAY 2.) SEPTIC TANK DESIGN SIZING: 2 BEDROOMS — 1000 GAL (EXISTING). ELJEN GSF LEACHING SYSTEM PERCOLATION RATE = 1-5 MINUTES/INCH — LOADING RATE = MINIMUM 5 ELJEN UNITS PER BEDROOM — USE A TOTAL OF 11 ELJEN UNITS —AT ONE LEACHING LINE - 11 ELJEN UNITS = 44' TOTAL LENGTH. — ELJEN SYSTEM SIZE = 4' WIDE FIELD SIZE = 4'x45' —MAX. SLOPE IN EXISTING SOILS IS LESS THAN 15% TO BE FLAT WITH THE ADDITION OF FILL - SEE DETAIL 4.) CONTRACTOR SHALL AT ALL TIMES COMPLY WITH THE REQUIREMENTS OF THE N.Y.S.D.O.H. DESIGN DOCUMENT APPENDIX 75-A-WASTEWATER TREATMENT STANDARDS FOR INDIVIDUAL HOUSEHOLD SYSTEMS THE N.Y.S.D.O.H. PUBLICATION "INDIVIDUAL RESIDENTIAL WASTEWATER TREATMENT SYSTEMS DESIGN HANDBOOK" (MOST RECENT EDITION) & NY GSF DESIGN & INSTALLATION MANUAL, NOVEMBER 2020 EDITION. 5.) THE LOT INFORMATION HAS BEEN TAKEN FROM THE QUEENSBURY CIS MAPPING SYSTEM AND ASSOCIATED TAX INFORMATION. THE PARCEL IS XXX ACRES IN SIZE AND IS TAX PARCEL # 279.13-1-18. 6.) HOUSE, DRIVE, WELL AND SEPTIC SYSTEM LOCATIONS INDICATE ONE SCENARIO THAT MEETS REGULATORY REQUIREMENTS. OTHER LAYOUTS MAY BE ACCEPTABLE. 7.) CONTRACTOR TO SECURE ALL REQUIRED PERMITS FOR PROJECT. 8.) CONTRACTOR RESPONSIBLE FOR COMPLIANCE WITH ALL OSHA REGULATIONS AND REQUIREMENTS. 9.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND LOCAL CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 10.) ALL UTILITY LOCATIONS, IF SHOWN, ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY AND CONTACT UFPO AS REQUIRED. 11.) CONTRACTOR TO PROVIDE RECORD DRAWINGS FOR THE ON -SITE SEWAGE DISPOSAL SYSTEM TO THE TOWN OF QUEENSBURY CODE ENFORCEMENT OR BUILDING DEPARTMENT OFFICE IF REQUIRED. 12.) A PROFESSIONAL ENGINEER CAN PERFORM INSPECTIONS OF THE SYSTEM AT THE FOLLOWING TIMES: SEPTIC TANK OPEN, LEACH FIELD W/LATERALS EXPOSED. A 48 HR. NOTICE REQUIRED. ENGINEER TO CERTIFY THAT THE SYSTEM WAS INSTALLED IN SUBSTANTIAL ACCORDANCE W/PLANS. A FEE IS REQUIRED FOR THIS SERVICE. THIS DOES NOT CONSTITUTE FULL TIME INSPECTION OR PROJECT SUPERVISION. THESE SERVICES CAN BE PROVIDED AT ADDITIONAL COSTS. 13.) THERE ARE NO EXISTING DRILLED WELLS WITHIN 100 FEET OF PROPOSED LEACH FIELD. 14.) 50% REPLACEMENT AREA IS LOCATED ADJACENT TO THE PROPOSED LEACH AREA 15.) ALL REFUSE, DEBRIS AND MISC. ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE GENERAL CONTRACTOR. 16.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD OR ON THE PAVED AREAS OF THE SITE. 17.) GRAVITY PIPING TO BE PVC SDR-35 OR SCH. 40. 18.) CONTRACTOR TO FOLLOW EROSION CONTROL GUIDELINES FOR ALL WORK AS PROVIDED FOR IN "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL" DATED APRIL 1997 OR ITS MOST CURRENT UPDATE. 19•) OWNER SHALL NOT ALLOW ANY CLEAR WATER DISCHARGES SUCH AS A SUMP PUMP DISCHARGE, ROOF OR FOUNDATION DRAINS OR WATER SOFTENER BACKWASH TO BE DIRECTED TO THE SEPTIC SYSTEM AS IT WILL CAUSE SYSTEM FAILURE. 20.) NO STRUCTURES SUCH AS SHEDS, 'POOLS, BARNS, ETC. ARE TO BE CONSTRUCTED WITHIN 5' OR ON TOP OF THE LEACHING SYSTEM. ALL TRAFFIC OR ANY USE THAT MAY CAUSE COMPACTION OF THE SOILS OR RESULT IN COLLAPSE OF THE LEACHING SYSTEM COMPONENTS MUST BE DIVERTED FROM THE LEACHING SYSTEM AREA. 21.) SOME LEACHING SYSTEMS REQUIRE THAT AN EFFLUENT FILTER BE INSTALLED PRIOR TO THE LEACHING SYSTEM IN ORDER TO VALIDATE AND KEEP ANY WARRANTY IN FORCE. AMONG OTHER TYPES OF LEACHING SYSTEMS THIS INCLUDES ELJEN GSF SYSTEMS AND N PUR—A—FLO PEAT FIBER SYSTEMS. EFFLUENT FILTERS REMOVE SOLIDS THAT MIGHT PASS THROUGH THE SEPTIC TANK AND CONTINUE INTO THE LEACHING SYSTEM. THEY Ff REQUIRE ROUTINE MAINTENANCE (SEE OTHER NOTES) TO OPERATE PROPERLY. A BACK (D r* v UP FROM A CLOGGED EFFLUENT FILTER IS NOT A FAILURE OF THE SEPTIC SYSTEM, IT a3 R MERELY INDICATES THAT THE EFFLUENT FILTER NEEDS MAINTENANCE. AN EFFLUENT U a FILTER IS RECOMMENDED ON ALL ON SITE SEPTIC SYSTEMS. -p R ' NOTE: CONTRACTOR TO ADJUST GRADES TO ENSURE THAT THE ELJEN FIELD nD CAN BE FED BY GRAVITY. IF IT CANNOT AND A PUMP STATION BECOMES REQUIRED IT IS TOCOMPLY WITH THE DESIGN ON SHEET 2 OF THESE PLANS. rr I OV MINI Or QDE O BUILDING DEPARTMENT Based on our limited examination, compliance BUILDING & CODE with our comments shall not be construed as indicating the plans and specifications are in ReViewe : B _ foil comes ,�e n .," wilding Codes of New Yolk Date" -• Lands of Revival Designer Homes 18 Chelsie Way TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK '= SEWAGE DISPOSAL SYSTEM PLAN DATE: 1-15-24 SCALE: AS NOTED DWG. NO.: burkseptic.dwg CARRY ROBINSON, P.E. NOTE CONSULTING ENGINEER SHEET OF 2 PROVIDE SEAL OFF - FITTINGS IN ACCORDANCE WITH NEC AND 10 STATES STANDARDS TO PREVENT MOVEMENT OF GAS INTO THE CONTROL PANEL CONTROL PANEL -WALL MOUNTED ­-.'_�ON BUILDING EXTERIOR OR ON 6x6 TR. POST. NEMA 3R OR 4X MOUNTED SECURELY TO A POST OR BUILDING 4"0 SCEREENED PVC VENT (SHOWN HERE FOR CLARITY) INSTALL FREE /-� STANDING OR RUN TO / \ BUILDING PLUMBING VENT MIN 2' ABOVE GRADE I I FINISHED GRADE 2" MIN. PVC CONDUIT WITH LEVEL SWITCH AND POWER WIRES -SEPARATE CONDUITS PREFERRED -COORDINATE W/MANUFACTURER NEMA 3R OR 4 JUNCTION BOX IF REQUIRED BY CODE r-, 1 I l�J uw SEAL OFF FITTING IF JCT. of BOX UTILIZED IIN Ilw Ilp Ilw RISER WALL IIN 2" MIN. PVC---� SCH 40 CONDUIT/POWER - SECURELY MOUNT LEVEL-�� FROM BUILDING SWITCH SUPPORT ROD TO FROM SEPTIC TANK WALL WITH STANDOFFS. Y8"/FT SLOPE FIRMLY ATTACH LEVEL SWITCHES TO ROD. ALARM FLOAT SWITCH ELEVATIONS PUMP PUMP OFF 2.0' AFF PUMP TO BE SUBMERGED PER ON MANUFACTURER'S SPECIFICATION PUMP ON 2.2' AFF PUMP OFF ALARM 2.8' AFF A 750 GAL. OR 500 GAL. 1000 GALLON PRECAST CONCRETE SEPTIC CONCRETE OR PLASTIC TANK TANK (SEE CONSTRUCTION DETAIL BELOW ) MAY BE SUITABLE FOR THE PUMP STATION. SUBMIT SHOP DRAWING FOR USE OF AN ALTERNATE. PUMP STATION SCHEMATIC SECTION PUMP CONTROL WALL MOUNT ON GARAGE HEIGHT & LOCATION BY OWNER HOME ELECTRICAL DISTRIBUTION PANEL MIN. 1-1/4" CONTROL PVC CONDUIT PANEL (IN CONDUIT) PUMPS ) (IN CONDUIT) MOUNT ON 4X4 TREATED - LUMBER AT 30" MIN. ABOVE GRADE. NO WIRE SPLICES TO OR IN PUMP TANK - NEMA 4X JCT BOX MIN. 1-1/4" PVC CONDUIT EXPLOSION PROOF SEAL OFF FITTING WITHIN 18" OF JCT. BOX ZOELLER 98-FLOW MATE - LEVEL SWITCHES SUBMERSIBLE PUMP OR -HIGH WATER ALARM EQUAL. -PUMP ON -PUMP OFF LEVELS TO BE FIELD SET PER CHART -SEE ABOVE NOTES: 1. ALL WORK IS TO COMPLY WITH THE MOST RECENT EDITION OF THE NEC WHICH HAS BEEN ADOPTED BY NYS. 2. ALL ELECTRICAL WORK MUST BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTOR. ELECTRIC SCHEMATIC NOT TO SCALE I CONCRETE DEADMAN PALLETTE VERSATILE BLOCK SEE CHART FOR SIZE (TYP) STRAPPING OVER TOP OF TANK 2 REQUIRED STRAPPING OVER TOP OF TANK 2 REQUIRED SEPTIC TANK/PUMP STATION NOTE: THE CONTRACTOR SHALL FIELD VERIFY DIFFERENCE IN STATIC ELEVATIONS AND PROVIDE THE ENGINEER WITH SHOP DRAWINGS OF SELECTED PUMP FOR APPROVAL. )/4"0 DRAIN HOLE =o INLET- 4" INLET PIPE MIN. SLOPE 1/8-/FT. 3" TAPER ALL SIDES SEPTIC TANK/PUMP STATION SECTION VIEW RISER COVER, EXTENSION AND FRAME PLASTIC IN NON -TRAFFIC AREA CONCRETE RING/HEAVY DUTY FRAME AND COVER IF IN TRAFFIC AREA PVC TEE FITTING SCH 40 -TANK COVER -QUICK DISCONNECT '--BALL VALVE TO DISTRIBUTION BOX & ABSORPTION SYSTEM, z� -r SLOPE CONTINUOUSLY UP SO MAIN WILL DRAIN WHEN PUMP IS DE -ENERGIZED PROVIDE MINIMUM OF 24" COVER. PIPE TO BE 2"0 HDPE. SUBMERSIBLE PUMP TO BE ZOELLER 98 FLOW MATE j HP 1725 RPM MOTOR 220V. COORDINATE WITH CONTROL PANEL. TYP OF 1. IT IS RECOMMENDED THAT A SPARE PUMP BE KEPT ON SITE. CONCRETE BLOCK 24" INSPECTION COVER (TYP.) I O LO in 8'-8» FINAL GRADE CONCRETE DEADMAN PLAN VIEW BUOYANCY CONTROL CHART CAPACITY DEADMAN SIZE 1000 GALLONS 2- 24"x24"x48" BUOYANCY CONTROL SCHEMATIC DETAIL 1500 GALLONS 2- 24"x24"x72" Scale: None GARRY ROBINSON, P.E. CONSULTING ENGINEER 114 MONUMENT DRIVE SCHUYLERVILLE, NY 12871 PHONE: 518-695-3655 grobinsonpe@gmail.com PLAN VIEW " L 4' 6 18" r3" WALLS (TYP.) r4" TYP. 8'-8" SECTION VIEW SIMPLEX PUMP STATION AND ELECTRICAL NOTES: 1. PUMP STATION PIT TO BE FULLY WATERPROOF AND WATERTIGHT. 2. PUMPS, CONTROLS, VALVES, HATCHWAY, ETC TO BE PROVIDED BY EMMONS PUMP OR EQUAL. 3. ALL INTERIOR PIPING AND VALVES TO BE 1-1/2" DIAMETER. 4. INTERIOR PIPING TO BE GALVANIZED STEEL OR PVC SCH 80. 5. ALL PIPE OPENINGS THROUGH CONCRETE PIT TO BE PROVIDED WITH LINK SEAL AND BE WATERTIGHT. 6. PUMP STATION POWER SUPPLY TO BE RUN FROM CIRCUIT BREAKER PANEL IN BUILDING TO PUMP STATION CONTROL PANEL. EXTERIOR RUN TO BE IN CONDUIT. PROVIDE CIRCUIT BREAKER SIZE AT CB PANEL AS RECOMMENDED BY MANUFACTURER. MAKE MODIFICATIONS REQUIRED AT ELECTRIC PANEL. 7. ALL WORK TO CONFORM TO NATIONAL ELECTRIC CODE AND THE BUILDING CODE OF NYS. ALL ELECTRICAL WORK TO BE INSPECTED BY NEW YORK STATE BOARD OF FIRE UNDERWRITERS OR AN EQUIVALENT ORGANIZATION. 8. CONTROL PANEL TO BE A SIMPLEX MODEL BY RHOMBUS TECHNOLOGIES OR EQUAL. RHOMBUS MODEL 112-1-W-1-0-4-H-3A,6A,10E,146,19B WITH A LOCKABLE LATCH IN A NEMA 4X EXTERIOR ENCLOSURE, PROVIDE 3 FLOAT SWITCHES (OFF, ON, ALARM), SWITCH LEADS TO MEET FIELD REQUIRED LENGTH. MOUNT ON THE GARAGE EXTERIOR WALL ADJACENT TO THE PUMP STATION. MOUNTING BOARD TO BE :Y4" PAINTED AC PLYWOOD WITH PINE EDGE TRIM. FASTEN TO WALL ATTACH PANEL TO BOARD. CONTRACTOR TO MAKE ALL CONNECTIONS TO AND FROM THE PANEL. 9. CONTRACTOR TO INSPECT ELECTRIC PANEL. IF PANEL IS NOT GROUNDED PROVIDE TWO 5/8"x8' GROUND RODS. CONNECT TO WATER SERVICE. PROVIDE A SURGE ARRESTOR IN THE ELECTRICAL PANEL. IF NO SPACE IS AVAILABLE IN THE EXISTING PANEL PROVIDE A SQ D TYPE QO LOAD CENTER ADJACENT TO THE EXISTING PANEL. BREAKER SIZE AND WIRE SIZE FOR THE PUMP CONTROL PANEL TO BE AS RECOMMENDED BY THE MANUFACTURER. CONTRACTOR TO COMPLETE ALL REQUIRED WORK TO ENSURE THAT THE PUMP STATION CONTROLS AND PUMPS ARE FULLY OPERATIONAL. PROVIDE START UP TESTING TO ENSURE THAT ALL SYSTEMS PERFORM PROPERLY. ENGINEER TO WITNESS TESTING. NOTE: 1. SEPTIC TANK TO BE FORT MILLER OR EQUAL. OUTLET TANK TO BE HEAVY DUTY IF WITHIN TRAFFICED AREA. TANK TO PREFERABLY BE SEAMLESS IF NOT PROVIDE SECURE WATERPROOF JOINTS. 2. PROVIDE 6"-12" OF COVER OVER TANK. PROVIDE EXTENSION COLLAR IF COVER OVER TANK EXCEEDS 12". 3. PROVIDE MIN. 3" PEA STONE, COARSE SAND OR GRAVEL BASE UNDER SEPTIC TANK. -ZABEL RETROFIT ACCESS SYSTEM 4. WHERE SEASONAL HIGH GROUNDWATER (SHGW) CAN RISER DEPTH AS REQ.-26" DIA. RISE ABOVE THE TANK BASE, ANCHOR AGAINST 1-1/2" FORCE MAIN FLOTATION. THIS APPLIES. 3" MIN. COARSE SAND, GRAVEL OR PEA STONE PUMP STATION TANK DETAILS - 1000 GAL. (ST) NOT TO SCALE SEPTIC TANK AND PUMP STATION BUOYANCY CONTROL IT IS LIKELY THAT IF THE SEPTIC TANK IS PUMPED DURING PERIODS OF SEASONAL HIGH GROUNDWATER THAT THE TANK MAY FLOAT DUE TO BUOYANT FORCES. IN ORDER TO PREVENT THIS IT IS RECOMMENDED THAT A DEADMAN SYSTEM IS PROVIDED UTILIZING PALLETTE VERSATILE WALL BLOCKS. UTILIZE ONE BLOCK ON EACH SIDE OF THE TANK AND STRAP OVER THE TANKS FROM FROM BLOCK TO BLOCK. STRAPS ARE TO BE NYLON OR POLYESTER WITH A MINIMUM OF 10,000 POUNDS CAPACITY. ALL HARDWARE TO BE CORROSION RESISTANT BY WAY OF COATING OR ENCAPSULATING. THEY SHALL HAVE TURN BUCKELS OR A RATCHET SYSTEM TO TIGHTEN THEM OVER THE TANK AND AROUND THE DEADMAN. PLACE STRAPS AS SHOWN. AS THE PUMP STATION IS NEVER MEANT TO BE FULL IT MUST BE PROTECTED AS WELL. IT IS IMPERITIVE THAT SEPTIC AND PUMP STATION TANKS ARE WATERTIGHT AS THEY MAY BE LOCATED BENEATH SEASONAL HIGH GROUNDWATER FOR A CONSIDERABLE PART OF THE YEAR. STEPS SHOULD BE TAKEN TO SECURE JOINTS AND ENSURE WATER TIGHTNESS. IF EITHER TANK LEAKS IT WILL EVENTUALLY CAUSE THE LEACH FIELD TO FAIL. HOUSE EXISTING EXISTING ASSUMED 77'-4"0 PVC ® 1 /8"/FT. 100.0 INV. OUT 98.Ot EXISTING SEPTIC TANK EXISTING 10. THE PUMP STATION CONTAINS 1.5' OF CAPACITY ABOVE THE HIGH LEVEL ALARM SWITCH PRIOR TO THE SEPTIC TANK BACKING UP. THIS EXCEEDS. 1 DAYS STORAGE (275 GAL/FT x 1.5 FT = 412 GAL.) IN EVENT OF A POWER OUTAGE OR PUMP FAILURE. 11. DO NOT INSTALL JUNCTION BOXES OR SPLICE WIRE INSIDE PUMP PIT OR UNDERGROUND. 12. PUMP TO BE LOCATED SO AS TO BE EASILY REMOVED FROM PUMP PIT THROUGH HATCH. 13. CONTROL PANEL AND SCREENED VENT CAN BE INSTALLED ON BUILDING EXTERIOR IF DESIRED OR BE POST MOUNTED NEAR PUMP STATION. 14. WHERE SEASONAL HIGH GROUNDWATER CAN RISE ABOVE THE BASE OF THE PUMP PIT, ANCHOR AGAINST FLOATATION (SEE DETAIL). 15.) DOSE VOLUME FOR THE ELJEN SYSTEM TO BE NO MORE THAN 4 GAL. PER UNIT (44 GAL.). TOTAL DOSE VOLUME = 112 LF x (.75/12Y x 3.14 x 7.48 = 10.3 GALLONS PLUS ELJEN LIN VOLUME = 44 LF x (.2/12Y x 3.14 x 7.48 = 29.3 FOR A TOTAL OF 39.6 GAL. DRAIN BACK VOLUME = 112 LF x (.75/12� x 3.14 x 7.48 = 10.3 GALLONS PUMP PIT VOL. = 4.5' X 8.16' X 7.48 GAL/FT = 275 GAL./FT. APPROXIMATE DOSE VOLUME IS TO BE 0.20' (2.4") OF PUMP PIT DEPTH. CONTRACTOR TO FIELD TEST DOSE VOLUME TO ENSURE MAX. 40 GALLON DOSE VOLUME. 16.) HEAD REQUIRED FOR PUMP DISCHARGE IS APPROX. 10.0' OF STATIC AND UTILIZING A 1-1/2" PVC SDR 21 OR HDPE DR11 FORCE MAIN, 10 GPM @ 12.5 TDH & 30 GPM ® 19.0 TDH. ZOELLER 98-FLOW MATE PUMPS APPROX. 29 GPM @ 18 TDH. PUMP RUN TIME PER DOSE ESTIMATED AT 1.4 MINUTES/CYCLE. PUMP SHUTOFF HEAD TO BE A MIN. OF 23 FT. 17.) THE ATMOSPHERE IN THE PUMP STATION PUMP PIT OR WET WELL IS CONSIDERED TO BE A CLASS 1, GROUP D, DIVISION 1 RATED SPACE UNDER THE NATIONAL ELECTRIC CODE. THE CONTRACTOR SHALL PROVIDE THAT ALL WORK CONFORMS TO THE APPROPRIATE DETAILS FOR THIS CONSTRUCTION. THIS INCLUDES INSTALLING SEAL OFF FITTINGS ON ANY ELECTRICAL LINE THAT RUNS BETWEEN THE PUMP STATION AND THE CONROL PANEL AND/OR OTHER ELECTRICAL PANELS, FILLED WITH THE APPROPRIATE SEALANT TO PREVENT GASSES FROM ENTERING THE ELECTRICAL PANELS. THEY ARE TO BE INSTALLED NO CLOSER THAN 18" FROM THE ELECTRICAL PANELS. 18.) THE CONTRACTOR TO TEST THE PUMP STATION TO DETERMINE PROPER FLOAT SETTING LEVELS, PUMP RATE AND SPECIFIED DOSE VOLUME. IN ADDITION ALARM SYSTEMS ARE TO BE TESTED. ENGINEER TO WITNESS ALL TESTING. 19.) IT IS RECOMMENDED THAT A SPARE PUMP BE KEPT ON SITE SO IT IS AVAILABLE AT A MOMENTS NOTICE FOR REPLACEMENT. 1000 GALLON 1-1/2"0 GALVANIZED SEPTIC TANK OR SCH. 80 PIPING INSIDE THE P.S. SUBMERSIBLE PUMP 1-1/2"0 DISCHARGE OPENING ABOVE SIZED TO EASILY REMOVE PUMPS. RAIL SYSTEM MAY BE USED FOR PUMP WITHDRAWAL. QUICK DISCONNECT 1-1/2"0 BALL VALVE PUMP STATION SCHEMATIC PLAN VENT PIPE 4"0 PVC TO GARAGE OUTLET NOT TO SCALE FORCE MAIN TO BE PVC SDR21 OR HDPE DR11 RUN ENTIRELY UPHILL FROM PUMP STATION TO DIST. BOX -LAST 5' MIN. SECTION TO BE 4"0 PIPE INV. OUT 102.7t 10 17 107f' _/ FROM FINV. IN LINV. IN PUMP 2.86f 102.5t STATION TO DIST. ( GSF UNITS BOX 4" DIA PVC LAID LEVEL 2" DROP TO GSF UNIT NOTE: ALL DIMENSIONS ARE APPROXIMATE AND THE SYSTEM IS TO BE CONSTRUCTED BASED ON ACTUAL FIELD CONDITIONS SCHEMATIC PROFILE OF ONSITE SEPTIC SYSTEM NOT TO SCALE BASE EL. 101.4f GW @ EL. 96.2f NOT TO SCALE PUMP STATION 0 & M NOTES IN GENERAL, THERE ARE NO ROUTINE MAINTENANCE MEASURES THAT NEED TO BE TAKEN FOR THE PUMP STATION. PUMP STATIONS HOUSE MECHANICAL AND ELECTRICAL EQUIPMENT THAT THE HOMEOWNER SHOULD NOT ALTER. TRAINED PROFESSIONALS SHOULD MAINTAIN A PUMP STATION. THE PUMP STATION IS EQUIPPED WITH AN ALARM THAT WILL BE ENERGIZED WHEN THE WATER LEVEL IN THE STATION BECOMES TOO HIGH. A LEVEL SWITCH ENERGIZES AN AUDIO AND VISUAL ALARM LOCATED IN THE PUMP STATION CONTROL PANEL. AT SUCH TIME THE HOMEOWNER SHOULD LIMIT ACTIVITIES THAT GENERATE WASTEWATER AND CALL A REPAIR PERSON. TWO PUMPS ARE PROVIDED IN THE STATION AND NORMALLY SHOULD BE ALTERNATED. IF ONE PUMP FAILS IT SHOULD BE REPLACED AS SOON AS POSSIBLE. PUMP FAILURE IS ONE OF THE COMMON EMERGENCIES THAT OCCUR. IT IS, HOWEVER, RECOMMENDED THAT YOU VISUALLY CHECK THE INTERIOR OF THE PUMP STATION AT LEAST ONCE A YEAR TO SEE IF GREASE BALLS OR OTHER FLOATING SOLIDS MAY EXIST AS THEY CAN FOUL THE OPERATION OF THE LEVEL SWITCH SYSTEM. REMOVE ANY SOLIDS FROM THE STATION AND DISCARD IN THE GARBAGE. TAKE CARE NOT TO MOVE THE LEVEL SWITCHES OUT OF POSITION AS THIS CAN CAUSE ISSUES DOWNSTREAM IN THE SYSTEM. 6" SEEDED LOAM EXISTING GRASS r-PAVEMENT7 SURFACE 5' MIN. COVER UNLESS FULLY DRAINED AFTER BACKFILL WITH EACH PUMP EXCAVATED MATERIAL CYCLE (CAN FREE FROM ROCKS REDUCE TO 3' (COMPACTED UNDER ROADWAYS, WALKS °� :•i;'=:'>�:': 6" MIN. OR DRIVEWAYS) ;' "'` '` PIPE DIA. 4" MIN. PVC OR HDPE FORCE 2'+OD PIPE MAIN (TYP.) COARSE SAND OR PEA STONE BEDDING WHEN PIPING IS TO BE BURIED IN GROUNDWATER USE CRUSHED STONE WRAPPED IN FABRIC AS A BEDDING AND CONTINUE TO 6" ABOVE THE PIPE. USE HDPE PIPE OR PVC SCH. 80 PIPE WITH AS FEW JOINTS AS POSSIBLE. IF PIPING IS TO BE CONSTRUCTED AT A DEPTH LESS THAN 5' INSTALL INSULATION BOARD - CONSULT W/ENGINEER. IF PIPE IS INSTALLED SLOPED TO DRAIN INSULATION BOARD IS NOT NEEDED. IF PIPING IS TO BE PLACED UNDER A DRIVEWAY W/LESS THAN 4 FT OF COVER USE HDPE PIPE. FORCE MAIN TRENCH DETAIL Scale: None 12" COVER MIN. 4" INLET PIPE MIN. SLOPE 1 /8 "/FT. O 12" MIN. COURSE SAND OR PEA STONE SECTION A -A EACH OUTLET FITTED _ WITH SPEED LEVELERS �A INLET I 4" OUTLET PIPE MIN. SLOPE 1 /8 "/FT. OUTLET (TYP. OF 8) GROUT UNUSED OPENINGS PLAN VIEW —DISTRIBUTION BOX TO BE #2 DB BY FORT MILLER CO. OR EQUAL. —PROVIDE EXTENSION COLLAR IF COVER OVER BOX EXCEEDS 12". —BAFFLE MUST BE PROVIDED. PIPING BENDS CANNOT BE UTILIZED AS A BAFFLE. —FOR PUMPED FEED TO D—BOX PROVIDE A RETAINING FITTING AT THE ENTRANCE AND EXPAND FTHE DISTRIBUTION BOX —MOUND GRADEORCE OVER DISTRIBUTION BOX TO HELPMAIN PIPE SIZE T4" 8EP ERVENTTFR EZINGSTRIBUTION BOX. NOT TO SCALE ti PROPOSED LEACH FIELD —1 ELJEN LINE @ 44', 11 ELJEN PADS —FIELD SIZE OF 4'x45' PROPOSED —10' MIN. TO PROPERTY 100% RESERVE PT LINE AREA —100' MIN. TO WELL —20MIN. TO HOUSE � EXIST. PROPOSED i HOME DISTRIBUTION BOX TP \ A PUMP STATION HAS BEEN REQUIRED AND A 2" HDPE / FORCE MAIN RUNS FROM THE M / PS TO THE DISTRIBUTION BOX l 1 EXISTING WELL — 100' FROM LEACH FIELD I EXISTING WELL NO LONGER IN USE I 1 EXISTING 1000 GAL. ' SEPTIC TANK P ERTY SINE SRO LAYOUT PUMP STATION (500 gallon tank) 4"0 GRAVITY LINE FROM ST. TO PS. DREAM LAKE SCAL ZABEL RETROFIT ACCESS SYSTEM OR EQUAL 26"0 RISER DEPTH TO FIT LIQUID 4"0 OU',tET PIPE LEVEL MIN. SLOPE J"/FT OUTLET EFFLUENT FILTER EFFLUENT FILTER REQUIRED TO BE PLAN VIEW INSTALLED FOR r ELJEN WARRANTY :: :......,:. TO BE IN EFFECT SECTION VIEW EFFLUENT FILTER ADDITION RECOMMENDED NOT TO SCALE FINISH GRADE 4" TOPSOIL ♦ + i + + i + + + + + + + + + + ♦ + + P ♦ + + 4 4 ♦ + + + i ♦ 4 4 + + ♦ ♦ + + ♦ + ♦ + + + + ♦ ♦ i + + + + ♦ 4 + + ♦ + + + + ♦ ♦ + + + ♦ ♦ a + + + + 4 + + + SUITABLE BACKFILL 4" PERF. PIPE (ROCK, COBBLES TO BE REMOVED) LAID LEVEL GEOTEXTILE COVER TYP. HOLES AT BANDING STRAPS 5 & 7 O'CLOCK GSF UNIT LAID LEVEL TYP. ........ CONCRETE SAND ......•.•.•.•.•.•.•.•. ........... N.Y.S.D.O.T. #703-07................................. ............................................... SEE DETAIL THIS SHEET 6" 36" 6" NOTE: — _ _ 2' MIN. TO IMPERVIOUS STRATA, BEDROCK OR SEASONAL HIGH GROUNDWATER ELJEN GSF CROSS SECTION NOT TO SCALE 6" CONCRETE SAND (SEE SPECS) ALL AROUND AND UNDERNEATH UNITS 45' 4"0 PVC ® A"/FT 11 ELJEN GSF UNITS 4' TYP. �3' TYP. FROM — SEPTIC — — — — — — — — ---- � TANK D-BOX GSF UNITS 4"4 PVC —, LAID LEVEL LAID LEVEL ELJEN GSF SYSTEM PLAN NOT TO SCALE 4' MIN. 4' TYP. 10' MIN TO STABILIZED PROPERTY LINE FILL TOPSOIL & SEED ELJEN GSF UNIT 3 /1 �— SANG GR PST - EX� _ / T �T T xi SKI AY IIIIII�IIIIIIIlII�IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� 'IIII�IIIIIIII ELJEN GSF SYSTEM SECTION NOT TO SCALE ALTHOUGH THIS PROPERTY IS LOCATED PARTIALLY IN A FLOOD TONE, TOWN MAPPING INDICATES THAT THE ELJEN SYSTEM IS LOCATED OUT OF THAT ZONE._ SYSTEM MAINTENANCE NOTES IT IS IMPERATIVE THAT THE OWNER PROVIDE QUALITY MAINTENANCE FOR THIS SYSTEM. SEND AS LITTLE GREASE AS POSSIBLE TO HOUSE DRAINS. MONITOR EFFLUENT FILTER AND CLEAN AS REQ'D, I.E. INITIALLY CHECK AT 3 MONTHS AND IF NOT CLOGGED CHECK AT 6 MONTHS, ETC. UNTIL A TIME PERIOD FOR CLEANING THE FILTER CAN BE ESTABLISHED. REMOVE FILTER & HOSE CLEAN THEN REPLACE. MONITOR SEPTIC TANK AND CLEAN TANK WHEN THE DEPTH TO THE SLUDGE LAYER IS 10" BELOW THE BOTTOM OF THE OUTLET BAFFLE AND THE DEPTH FROM THE BOTTOM OF THE SCUM LAYER IS 3" ABOVE THE BOTTOM OF THE OUTLET BAFFLE. PROPER MAINTENANCE WILL EXTEND THE LIFE OF THE LEACHING SYSTEM. PROVIDE CERTIFICATION TO ENGINEER FROM PIT THAT MATERIAL PROVIDED MEETS THE SPECS SHOWN BELOW. ELJEN SAND ASTM C33 SAND SPECIFICATION SIEVE SIEVE SQ. % PASSING SIZE OPENING SIZE WET SIEVE .375" 9.5 MM 100 #4 4.75 MM 95-100 #8 2.36 MM 80-100 #16 1.18 MM 50-85 #30 600 NM 25-60 #50 300 NM 5-30 #100 150 N M <10 #200 75 N M <5 PERCOLATION TEST RESULTS: PERC. RATE DEPTH No. MIN: SEC INCH IN. EXISTING SOILS PT 1 2 min. 18 sec. 22 PT 2 1 min. 57 sec. 24 TEST PIT RESULTS No. DESCRIPTION 1 0-5" TOPSOIL & SHALLOW ROOTS 2 5"-5t' MED. TO FINE BROWN SAND NO MOTTLING, GROUNDWATER OR ROCK PERCOLATION TESTS COMPLETED BY CARRY ROBINSON, P.E. ON 12-29-23 A NOTE ABOUT EFFLUENT FILTERS AND WIPES THE USE OF AN EFFLUENT FILTER IS HIGHLY RECOMMENDED. AN EFFLUENT FILTER PROVIDES ANOTHER CHANCE TO REMOVE SOLIDS FROM THE WASTE STREAM PRIOR TO THEM ENTERING THE DISTRIBUTION BOX AND CAUSING PROBLEMS WITH THE LEACHING SYSTEM. DO NOT REMOVE IT ACCEPT FOR CLEANING. WHEN CLEANING PULL THE FILTER OUT BUT DO NOT PUT FILTERED MATERIAL BACK IN THE TANK. PUT THE FILTER IN A HEAVY DUTY GARBAGE BAG, SHAKE THE FILTER THEN SPRAY IT WITH THE HOSE TO CLEAN IT. THROW OUT THE GARBAGE BAG AND PLACE THE CLEAN EFFLUENT FILTER BACK IN THE EFFLUENT TEE BAFFLE. HAVE YOUR CONTRACTOR SHOW YOU HOW TO FIND THE EFFLUENT FILTER. WIPES, BABY WIPES, TAMPONS, KOTEX, ETC. THESE ITEMS DO NOT BELONG IN THE SEPTIC SYSTEM. THEY EXPAND AND THEN CLOG PIPING, THE EFFLUENT FILTER AND IF THEY GET THERE, THE DISTRIBUTION BOX & POTENTIALLY THE LEACHING SYSTEM. IF YOUR EFFLUENT FILTER OR OTHER SYSTEM COMPONENTS ARE CLOGGED YOU MAY NOTICE THAT THE TOILET IS SLUGGISH AND YOU MAY HEAR SOME GURGLING WHEN IT FLUSHES. IF THIS OCCURS CLEAN YOUR EFFLUENT FILETER AND IT SHOULD TAKE CARE OF THE SITUATION. IF IT DOES NOT YOU MAY HAVE OTHER ISSUES THAT REQUIRE THE HELP OF A PROFESSIONAL. THIS PLAN IS FOR A REPLACEMENT SYSTEM AND INCLUDES THE INSTALLATION OF A DISTRIBUTION BOX AND AAN ELJEN GSF LEACHING SYSTEM. THE EXISTING SERVICE FROM THE HOME AND THE SEPTIC TANK ARE TO REMAIN AS IS, IF AFTER INSPECTION IT IS DEEMED TO BE IN GOOD CONDITION AND NOT LEAKING. IT IS RECOMMENDED THAT AN EFFLUENT FILTER BE INSTALLED AND THE OPENING OVER THE FILTER BE EXTENDED TO GRADE. THE EXISTING DISTRIBUTION BOX AND LEACH FIELD ARE TO BE EXCAVATED AND MOVED OUT OF THE AREA OF THE PROPOSED FACILITIES. PIPE IS TO BE CLEANED AND DISPOSED OF. DBOX AND STONE ARE TO BE BURIED ONSITE OR REMOVED TO A LEGAL DISPOSAL FACILITY. IT IS RECOMMENDED THAT THE DBOX AND STONE REMAIN ON SITE. CONTRACTOR NOTIFICATION: THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER PRIOR TO THE START OF CONSTRUCTION TO ENSURE COMPLETE UNDERSTANDING OF SYSTEM DESIGN INTENT. IF DIFFERING SITE CONDITIONS FROM THOSE PRESENTED IN THIS PLAN ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK BEING COMPLETED. LEMAIL: BINSON, P.E. PHONE: 518-695-3655 obinsonpe@gmail.com I HEREBY CERTIFY THAT THE ONSITE SEPTIC SYSTEM WAS CONSTRUCTED, TESTED AND IS OPERATING IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED SEPTICDESIGN PLANS AND THIS RECORD DRAWING. P.E. LIC, NO.: NY-060 ss R� fo°d SITE SITE LOCATION MAP N TS SEWAGE DISPOSAL SYSTEM NOTES: 1.) SEWAGE FLOWS: 2 BEDROOM AT 110 GAL/DAY/BEDROOM TOTAL EXPECTED FLOW = 220 GAL/DAY 2.) SEPTIC TANK DESIGN SIZING: 2 BEDROOMS - 1000 GAL (EXISTING). ELJEN GSF LEACHING SYSTEM PERCOLATION RATE = 1-5 MINUTES/INCH - LOADING RATE = MINIMUM 5 ELJEN UNITS PER BEDROOM - USE A TOTAL OF 11 ELJEN UNITS —AT ONE LEACHING LINE - 11 ELJEN UNITS = 44' TOTAL LENGTH: — ELJEN SYSTEM SIZE = 4' WIDE FIELD SIZE = 4'x45' — MAX. SLOPE IN EXISTING SOILS IS LESS THAN 15% TO BE FLAT WITH THE ADDITION OF FILL - SEE DETAIL 4.) CONTRACTOR SHALL AT ALL TIMES COMPLY WITH THE REQUIREMENTS OF THE N.Y.S.D.O.H. DESIGN DOCUMENT APPENDIX 75-A-WASTEWATER TREATMENT STANDARDS FOR INDIVIDUAL HOUSEHOLD SYSTEMS THE N.Y.S.D.O.H. PUBLICATION "INDIVIDUAL RESIDENTIAL WASTEWATER TREATMENT SYSTEMS DESIGN HANDBOOK" (MOST RECENT EDITION) & NY GSF DESIGN & INSTALLATION MANUAL, NOVEMBER 2020 EDITION., 5.) THE LOT INFORMATION HAS BEEN TAKEN FROM THE QUEENSBURY GI,S MAPPING SYSTEM AND ASSOCIATED TAX INFORMATION. THE PARCEL IS XXX ACRES IN SIZE AND IS TAX PARCEL # 279.13-1-18. 6.) HOUSE, DRIVE, WELL AND SEPTIC SYSTEM LOCATIONS INDICATE ONE 'SCENARIO THAT MEETS REGULATORY REQUIREMENTS. OTHER LAYOUTS MAY BE ACCEPTABLE. 7.) CONTRACTOR TO SECURE ALL REQUIRED PERMITS FOR PROJECT. 8.) CONTRACTOR RESPONSIBLE FOR COMPLIANCE WITH ALL OSHA REGULATIONS AND REQUIREMENTS. 9.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND LOCAL CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 10.) ALL UTILITY LOCATIONS, IF SHOWN, ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY AND CONTACT UFPO AS REQUIRED. 11.) CONTRACTOR TO PROVIDE RECORD DRAWINGS FOR THE ON -SITE SEWAGE DISPOSAL SYSTEM TO THE TOWN OF QUEENSBURY CODE ENFORCEMENT OR BUILDING DEPARTMENT OFFICE IF REQUIRED. 12.) A PROFESSIONAL ENGINEER CAN PERFORM INSPECTIONS OF THE SYSTEM AT THE FOLLOWING TIMES: SEPTIC TANK OPEN, LEACH FIELD W/LATERALS EXPOSED. A 48 HR. NOTICE REQUIRED. ENGINEER TO CERTIFY THAT THE SYSTEM WAS INSTALLED IN SUBSTANTIAL ACCORDANCE W/PLANS. A FEE IS REQUIRED FOR THIS SERVICE. THIS DOES NOT CONSTITUTE FULL TIME INSPECTION OR PROJECT SUPERVISION. THESE SERVICES CAN BE PROVIDED AT ADDITIONAL COSTS. 13.) THERE ARE NO EXISTING DRILLED WELLS WITHIN 100 FEET OF PROPOSED LEACH FIELD. 14.) 50% REPLACEMENT AREA IS LOCATED ADJACENT TO THE PROPOSED LEACH AREA 15.) ALL REFUSE, DEBRIS AND MISC. ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE GENERAL CONTRACTOR. 16.) ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD j AUG 2 U OR ON THE PAVED AREAS OF THE SITE. 17.) GRAVITY PIPING TO BE PVC SDR-35 OR SCH. 40. nF QU 18.) CONTRACTOR TO FOLLOW EROSION CONTROL GUIDELINES FOR ALL WORK AS PROVIDED' FOR IN "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL" DATED APRIL 1997 OR ITS MOST CURRENT UPDATE. 19.) OWNER SHALL NOT ALLOW ANY CLEAR WATER DISCHARGES SUCH AS A SUMP PUMP DISCHARGE, ROOF OR FOUNDATION DRAINS OR WATER SOFTENER BACKWASH TO BE !N, OF QU DIRECTED TO THE SEPTIC SYSTEM AS IT WILL CAUSE SYSTEM FAILURE. UIL®ING 20.) NO STRUCTURES SUCH AS SHEDS, POOLS, BARNS, ETC. ARE TO BE CONSTRUCTEfbwi0wed By WITHIN 5' OR ON TOP OF THE LEACHING SYSTEM. ALL TRAFFIC OR ANY USE TH,�T MAY CAUSE COMPACTION OF THE SOILS OR RESULT IN COLLAPSE OF THE LEACHING ' - SYSTEM COMPONENTS MUST BE DIVERTED FROM THE LEACHING SYSTEM AREA. 21.) SOME LEACHING SYSTEMS REQUIRE THAT AN EFFLUENT FILTER BE INSTALLED PRIOR TO THE LEACHING SYSTEM IN ORDER TO VALIDATE AND KEEP ANY WARRANTY IN FORCE. AMONG OTHER TYPES OF LEACHING SYSTEMS THIS INCLUDES ELJEN GSF SYSTEMS AND PUR-A-FLO PEAT FIBER SYSTEMS. EFFLUENT FILTERS REMOVE SOLIDS THAT MIGHT PASS THROUGH THE SEPTIC TANK AND CONTINUE INTO THE LEACHING SYSTEM. THEY REQUIRE ROUTINE MAINTENANCE (SEE OTHER NOTES) TO OPERATE PROPERLY. A BACK UP FROM A CLOGGED EFFLUENT FILTER IS NOT A FAILURE OF THE SEPTIC SYSTEM, IT MERELY INDICATES THAT THE EFFLUENT FILTER NEEDS MAINTENANCE. AN EFFLUENT FILTER IS RECOMMENDED ON ALL ON SITE SEPTIC SYSTEMS. NOTE: CONTRACTOR TO ADJUST GRADES TO ENSURE THAT THE ELJEN FIELD CAN BE FED BY GRAVITY. IF IT CANNOT AND A PUMP STATION BECOMES REQUIRED IT IS TOCOMPLY WITH THE DESIGN ON SHEET 2 OF THESE PLANS. AS BUI RECORD DRAWtNG Lands of Revival Designer Homes 12 Chelsie Way TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK SEWAGE DISPOSAL SYSTEM PLAN DATE: 1-15-24 SCALE: AS NOTED DWG. NO.:burkseptic.dwg a/12/24 RECORD opAwlNc GARR Y ROBINSON, P♦ r' ' SHEET 1 of 2 SATE NOTE CONSULTING ENGINEER I BI RY '.DES Y1a1w PROVIDE SEAL OFF - FITTINGS IN ACCORDANCE WITH NEC AND 10 STATES STANDARDS TO PREVENT MOVEMENT OF C'�S INTO THE PANEL CONTROL PANEL -WALL MOUNTE!1 ,,.-- ON BUILDING EXTERIOR OR ON 6x6 TR. POST. NEMA 3R OR 4X MOUNTED SECURELY TO A POST OR / BUILDING 4"0 SCEREENED PVC VENT (SHOWN HERE FOR CLARITY) INSTALL FREE STANDING OR RUN TO BUILDING PLUMBING VENT MIN 2' ABOVE GRADE FINISHED GRADE 2" MIN. PVC CONDUIT W+I'TH LEVEL SWITCH AND POWER WIRES -SEPARATE CONDUITS PREFERRED -COORDINATE W/MANUFACTURER NEMA 3R OR 4 JUNCTION BOX IF REQUIRED BY CODE r-� lmJ In SEAL OFF FITTING IF JCT. ns BOX UTILIZED it A e� pw RISER WALL AI �- 2" MIN. PVC- SCH 40 CONDUIT/POWER - - FROM BUILDING SECURELY MOUNT LEVEL------ FROM FROM SEPTIC TANK SWITCH SUPPORT ROD TO SLOPE WALL WITH STANDOFFS. FIRMLY ATTACH LEVEL SWITCHES TO ROD. ALARM C FLOAT SWITCH ELEVATIONS PUMP PUMP OFF 2.0' AFF PUMP TO BE SUBMERGED PER ON C PUMP ON 2.2' AFF MANUFACTURER'S SPECIFICATION PUMP OFF ALARM 2.8' AFF A 750 GAL. OR 500 GAL. CONCRETE OR PLASTIC TANK 500 GALLON PRECAST CONCRETE SEPTIC MAY BE SUITABLE FOR THE TANK (SEE CONSTRUCTION DETAIL BELOW ) PUMP STATION. SUBMIT SHOP DRAWING FOR USE OF AN ALTERNATE. PUMP STATION SCHEMATIC SECTION PUMP CONTROL WALL MOUNT ON GARAGE HEIGHT & LOCATION BY OWNER HOME ELECTRICAL DISTRIBUTION PANEL MIN, 1-1/4" CONTROL PVC CONDUIT PANEL 15A CONTROLS (IN CONDUIT) 20A 1 PUMPS MIN. 1-1/4- (IN CONDUIT) PVC CONDUIT MOUNT ON 4X4 'REATED JCT LUMBER AT 30" MIN. ABOVE BOX GRADE. NO WIRE SPLICES TO OR IN PUMP TANK - EXPLOSION PROOF SEAL NEMA 4X OFF FITTING WITHIN 18" OF JCT. BOX t ZOELLER 98-FLOW MATE LEVEL SWITCHES ' ( SUBMERSIBLE PUMP OR -PUMP WATER ALARM EQUAL. ON -PUMP OFF LEVELS TO BE FIELD SET PER CHART -SEE ABOVE NOTES: 1. ALL WOPK IS TO COMPLY WITH THE MOST RECENT EDITION OF THE NEC WHICH HAS BEEN ADOPTED BY NYS. 2. ALL ELECTRICAL WORK MUST BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTOR. ELECTRIC SCHEMATIC NOT TO SCALE INLET 4" INLET PIPE MIN. SLOPE 1/8"/FT. NOTE: THE CONTRACTOR SHA11 FIFI_D VFF?IF'Y 01P1= RENOF IN PT TI .�.Au� ELEVATIONS AND PROVIDE THE ENGINEER WITH SHOP DRAWINGS OF SELECTED PUMP FOR APPROVAL. RISER COVER, EXTENSION AND FRAME PLASTIC IN NON -TRAFFIC AREA CONCRETE RING/HEAVY DUTY FRAME AND COVER IF IN TRAFFIC AREA PVC TEE FITTING SCH 40 -TANK COVER J.,---QUICK DISCONNECT _____----BALL VALVE TO DISTRIBUTION BOX & ABSORPTION SYSTEM, I - - SLOPE CONTINUOUSLY UP SO MAIN WILL DRAIN WHEN PUMP IS DE -ENERGIZED PROVIDE MINIMUM OF 24" COVER. PIPE TO BE 2"0 HDPE. Y4"0 DRAIN HOLE SUBMERSIBLE PUMP TO BE ZOELLER 98 FLOW MATE I HP 1725 RPM MOTOR 220V. COORDINATE WITH CONTROL PANEL. TYP OF 1. IT IS RECOMMENDED THAT A a SPARE PUMP BE KEPT ON SITE. ---CONCRETE BLOCK 8'-8- PLAN VIEW -, 1. PUMP STATION PIT TO BE FULLY WATERPROOF AND WATERTIGHT. 2. PUMPS, CONTROLS, VALVES, HATCHWAY, ETC TO BE PROVIDED BY EMMONS PUMP OR EQUAL. 3. ALL INTERIOR PIPING AND VALVES TO BE 1-1/2" DIAMETER. 4. INTERIOR PIPING TO BE GALVANIZED STEEL OR PVC SCH 80. 5. ALL PIPE OPENINGS THROUGH CONCRETE PIT TO BE PROVIDED WITH LINK SEAL AND BE WATERTIGHT. 6. PUMP STATION POWER SUPPLY TO BE RUN FROM CIRCUIT BREAKER PANEL IN BUILDING TO PUMP STATION CONTROL PANEL. EXTERIOR RUN TO BE IN CONDUIT. PROVIDE CIRCUIT BREAKER SIZE AT CB PANEL AS RECOMMENDED BY MANUFACTURER. MAKE MODIFICATIONS REQUIRED AT ELECTRIC PANEL. 7. ALL WORK TO CONFORM TO NATIONAL ELECTRIC CODE AND THE BUILDING CODE OF NYS. ALL ELECTRICAL WORK TO BE INSPECTED BY NEW YORK STATE BOARD OF FIRE UNDERWRITERS OR AN EQUIVALENT ORGANIZATION. 8. CONTROL PANEL TO BE A SIMPLEX MODEL BY RHOMBUS TECHNOLOGIES OR EQUAL. RHOMBUS MODEL 112-1-W-1-0-4-H-3A,6A,10E,14B,19B WITH A LOCKABLE LATCH IN A NEMA 4X EXTERIOR ENCLOSURE, PROVIDE 3 FLOAT SWITCHES (OFF, ON, ALARM), SWITCH LEADS TO MEET FIELD REQUIRED LENGTH. MOUNT ON THE GARAGE EXTERIOR WALL ADJACENT TO THE PUMP STATION. MOUNTING BOARD TO BE 3/4" PAINTED AC PLYWOOD WITH PINE EDGE TRIM. FASTEN TO WALL ATTACH PANEL TO BOARD. CONTRACTOR TO MAKE ALL CONNECTIONS TO AND FROM THE PANEL. 9. CONTRACTOR TO INSPECT ELECTRIC PANEL. IF PANEL IS NOT GROUNDED PROVIDE TWO 5/8"x8' GROUND RODS. CONNECT TO WATER SERVICE. PROVIDE A SURGE ARRESTOR IN THE ELECTRICAL PANEL. IF NO SPACE IS AVAILABLE IN THE EXISTING PANEL PROVIDE A SO D TYPE QO LOAD CENTER ADJACENT TO THE EXISTING PANEL. BREAKER SIZE AND WIRE SIZE FOR THE PUMP CONTROL PANEL TO BE AS RECOMMENDED BY THE MANUFACTURER. CONTRACTOR TO COMPLETE ALL REQUIRED WORK TO ENSURE THAT THE PUMP STATION CONTROLS AND PUMPS ARE FULLY OPERATIONAL. PROVIDE START UP TESTING TO ENSURE THAT ALL SYSTEMS PERFORM PROPERLY. ENGINEER TO WITNESS TESTING. NOTE: OUTLET 1. SEPTIC TANK TO BE FORT MILLER OR EQUAL. TANK TO BE HEAVY DUTY IF WITHIN TRAFFICED AREA. TANK TO PREFERABLY BE SEAMLESS IF NOT PROVIDE SECURE WATERPROOF JOINTS. 2. PROVIDE 6"-12" OF COVER OVER TANK. PROVIDE EXTENSION COLLAR IF COVER OVER TANK EXCEEDS 12". 3. PROVIDE MIN. 3" PEA STONE, COARSE SAND OR GRAVEL BASE UNDER SEPTIC TANK. -ZABEL RETROFIT ACCESS SYSTEM 4. WHERE SEASONAL HIGH GROUNDWATER (SHGW) CAN RISER DEPTH AS REQ.-26" DIA. RISE ABOVE THE TANK BASE, ANCHOR AGAINST 1-1/2" FORCE MAIN FLOTATION. THIS APPLIES. 18" reduced to ° °D 8� 500 gal. tank in 1� 1 in 3" WALLS 4 (TYP.) 4" TYP. 3" TAPER ALL SIDES - ` �.".r•" 8'-8" 3" MIN. COARSE SAND, GRAVEL OR PEA STONE SECTION VIEW PUMP STATION TANK DETAILS - 500 GAL. (ST) CONCRETE "EARS" WERE POURED AND RODDED INTO THE PUMP STATION TANK AT THE FACTORY. THIS WAS ADEQUATE TO I RESIST FLOTATION OF I' THE PUMP STATION TANK. FINAL GRADE CONCRETE DEADMAN PALLETTE VERSATILE BLOCKi SEE CHART FOR SIZE (TYP) STRAPPING OVER CONCRETE TOP OF TANK DEADMAN 2 REQUIRED STRAPPING OVER integral to TOP OF TANK base of tank SEPTIC 2 REQUIRED no holdown TANK/PUMP strapping -71 STATION SEPTIC TANK/PUMP STATION SECTION VIEW PLAN VIEW BUOYANCY CONTROL CHART CAPACITY DEADMAN SIZE 1000 GALLONS 2- 24"x24"x48" BUOYANCY CONTROL SCHEMATIC DETAIL 1500 GALLONS 2- 24"x24"x72" Scale: None SEPTIC TANK AND PUMP STATION BUOYANCY CONTROL IT IS LIKELY THAT IF THE SEPTIC TANK IS PUMPED DURING PERIODS OF SEASONAL HIGH GROUNDWATER THAT THE TANK MAY FLOAT DUE TO BUOYANT FORCES. IN ORDER TO PREVENT THIS IT IS RECOMMENDED THAT A DEADMAN SYSTEM IS PROVIDED UTILIZING PALLETTE VERSATILE WALL BLOCKS. UTILIZE ONE BLOCK ON EACH SIDE OF THE TANK AND STRAP OVER THE TANKS FROM FROM BLOCK TO BLOCK. STRAPS ARE TO BE NYLON OR POLYESTER WITH A MINIMUM OF 10,000 POUNDS CAPACITY. ALL HARDWARE TO BE CORROSION RESISTANT BY WAY OF COATING OR ENCAPSULATING. THEY SHALL HAVE TURN BUCKELS OR A RATCHET SYSTEM TO TIGHTEN THEM OVER THE TANK AND AROUND THE DEADMAN. PLACE STRAPS AS SHOWN. AS THE PUMP STATION IS NEVER MEANT TO BE FULL IT MUST BE PROTECTED AS WELL. IT IS IMPERITIVE THAT SEPTIC AND PUMP STATION TANKS ARE WATERTIGHT AS THEY MAY BE LOCATED BENEATH SEASONAL HIGH GROUNDWATER FOR A CONSIDERABLE PART OF THE YEAR. STEPS SHOULD BE TAKEN TO SECURE JOINTS AND ENSURE WATER TIGHTNESS. IF EITHER TANK LEAKS IT WILL EVENTUALLY CAUSE THE LEACH FIELD TO FAIL. NOT TO SCALE HOUSE EXISTING EXISTING ASSUMED 100.0 77'-4"0 PVC ® 1 /8"/FT. INV. OUT-\ 98.Ot EXISTING SEPTIC TANK 10. THE PUMP STATION CONTAINS 1.5' OF CAPACTY ABOVE THE HIGH LEVEL ALARM SWITCH PRIOR TO THE SEPTIC TANK BACKING UP. THS EXCEEDS. 1 DAYS STORAGE (275 GAL/FT x 1.5 FT = 412 GAL.) IN EVEN- OF A POWER OUTAGE OR PUMP FAILURE. 11. DO NOT INSTALL JUNCTION BOXES OR SPLICE WIRE INSIDE PUMP PIT OR UNDERGROUND. 12. PUMP TO BE LOCATED SO AS TO BE EASILY REMOVED FROM PUMP PIT THROUGH HATCH. 13. CONTROL PANEL AND SCREENED VENT CAN 8- INSTALLED ON BUILDING EXTERIOR IF DESIRED OR BE POST MOUNTED NEAR PUMP 'TATION. 14. WHERE SEASONAL HIGH GROUNDWATER CAN ESE ABOVE THE BASE OF THE PUMP PIT, ANCHOR AGAINST FLOATATION (SEE DETAIL). 15.) DOSE VOLUME FOR THE ELJEN SYSTEM TO IE NO MORE THAN 4 GAL. PER UNIT (44 GAL.). TOTAL DOSE VOLUME = 112 LF x (.75/12� : 3.14 x 7.48 = 10.3 GALLONS PLUS ELJEN LIN VOLUME = 44 LF x (.2/12} x 3.'4 x 7.48 = 29.3 FOR A TOTAL OF 39.6 GAL. DRAIN BACK VOLUME = 112 LF x (.75/12� 3.14 x 7.48 = 10.3 GALLONS PUMP PIT VOL. = 4.5' X 8.16' X 7.48 GAL`T = 275 GAL./FT. APPROXIMATE DOSE VOLUME IS TO BE 0.20' (2.4") OF PUMP PIT DEPTH. CONTRACTOR TO FIELD TEST DOSE VOLUME '0 ENSURE MAX. 40 GALLON DOSE VOLUME. 16.) HEAD REQUIRED FOR PUMP DISCHARGE IS A'PROX. 10.0' OF STATIC AND UTILIZING A 1-1/2" PVC SDR 21 OR HDPE DR11 FORC_ MAIN, 10 GPM ® 12.5 TDH & 30 GPM ® 19.0 TDH. ZOELLER 98-FLOW MATE PUMPS APPROX. 2c GPM ® 18 TDH. PUMP RUN TIME PER DOSE ESTIMATED AT 1.4 MINUTES/CYCLE. PUMP Sl`JTOFF HEAD TO BE A MIN. OF 23 FT. 17.) THE ATMOSPHERE IN THE PUMP STATION PUMP PROR WET WELL IS CONSIDERED TO BE A CLASS 1, GROUP D, DIVISION 1 RATED SPACE UNDER THE NAIONAL ELECTRIC CODE. THE CONTRACTOR SHALL PROVIDE THAT ALL WORK CONFORMS TO THE APPROPRIATE DETAILS FOR THIS CONSTRUCTION. THIS INCLUDES INSTALLING SEAL OFF FITTINGS ON ANY EECTRICAL LINE THAT RUNS BETWEEN THE PUMP STATION AND THE CONROL PANEL AND/OR OTHER IL ECTRICAL PANELS, FILLED WITH THE APPROPRIATE SEALANT TO PREVENT GASSES FROM ENTERING THE ELECTRICAL PANELS. THEY ARE TO BE INSTALLED NO CLOSER THAN 18" FROM THE ELECTRICAL PANELS. 18.) THE CONTRACTOR TO TEST THE PUMP STATION TO DETERMINE PROPER FLOAT SETTING LEVELS, PUMP RATE AND SPECIFIED DOSE VOLUME. IN ADDITION ALARM SYSTEMS ARE TO BE TESTED. ENGINEER TO WITNESS ALL TESTII`G. 19.) IT IS RECOMMENDED THAT A SPARE PUMP BE KEPT ON SITE SO IT IS AVAILABLE AT A MOMENTS NOTICE FOR REPLACEMENT. 1000 GALLON 1-1/2"0 GALVANIZED SEPTIC TANK OR SCH. 80 PIPING reduced to 500 INSIDE THE P.S. gal. tank SUBMERSIBLE PUMP _ 1-1/2"0 DISCHARGE OPENING ABOVE QUICK _DISCONNECT SIZED TO EASILY REMOVE PUMPS. RAIL SYSTEM MAY BE USED 1-1/2"0 BALL VALVE FOR PUMP WITHDRAWAL. PUMP STATION SCHEMATIC PLAN VENT PIPE 4"0 PVC TO GARAGE INV. OU I 96.8f INV. IN 97.1 f PUMP STATION 107f' FROM PUMP STATION TO DIST. BOX OUTLET - NOT TO SCALE FORCE MAIN TO BE PVC SDR21 OR HDPE DR11 RUN ENTIRELY UPHILL FROM PUMP STATION TO DIST. BOX -LAST 5' MIN. SECTION TO BE 4"0 PIPE INV. OUT 102.7f 10 7 v INV. IN E- INV. IN 102.86f 102.5t GSF UNITS 4" DIA PVC LAID LEVE-L 2" DROP TO GSF UNIT EXISTING NOTE: ALL DIMENSIONS ARE APPROXIMATE AND THE SYSTEM IS TO BE CONSTRUCTED BASED ON ACTUAL FIELD CONDITIONS I SCHEMATIC PROFILE OF ONSITE 'SEPTIC SYSTEM I HEREBY CERTIFY THAT THE ONSITE SEPTIC SYSTEM L RUCTED, TESTED AND IS OPERATING INL ACCORDANCE WITH THE APPROVEDGN PLANS AND THIS RECORD DRAWING. NOT TO SCALE BASE EL. 101.4f GW ® EL. 96.2f NOT TO SCALE PUMP STATION 0 & M NOTES IN GENERAL, THERE ARE NO ROUTINE MAINTENANCE MEASURES THAT NEED TO BE TAKEN FOR THE PUMP STATION. PUMP STATIONS HOUSE MECHANICAL AND ELECTRICAL EQUIPMENT THAT THE HOMEOWNER SHOULD NOT ALTER. TRAINED PROFESSIONALS SHOULD MAINTAIN A PUMP STATION. THE PUMP STATION IS EQUIPPED WITH AN ALARM THAT WILL BE ENERGIZED WHEN THE WATER LEVEL IN THE STATION BECOMES TOO HIGH. A LEVEL SWITCH ENERGIZES AN AUDIO AND VISUAL ALARM LOCATED IN THE PUMP STATION CONTROL PANEL. AT SUCH TIME THE HOMEOWNER SHOULD LIMIT ACTIVITIES THAT GENERATE WASTEWATER AND CALL A REPAIR PERSON. TWO PUMPS ARE PROVIDED IN THE STATION AND NORMALLY SHOULD BE ALTERNATED. IF ONE PUMP FAILS IT SHOULD BE REPLACED AS SOON AS POSSIBLE. PUMP FAILURE IS ONE OF THE COMMON EMERGENCIES THAT OCCUR. IT IS, HOWEVER, RECOMMENDED THAT YOU VISUALLY CHECK THE INTERIOR OF THE PUMP STATION AT LEAST ONCE A YEAR TO SEE IF. GREASE BALLS OR OTHER FLOATING SOLIDS MAY EXIST AS THEY CAN FOUL THE OPERATION OF THE LEVEL SWITCH SYSTEM. REMOVE ANY SOLIDS FROM THE STATION AND DISCARD IN THE GARBAGE. TAKE CARE NOT TO MOVE THE LEVEL SWITCHES OUT OF POSITION AS THIS CAN CAUSE ISSUES DOWNSTREAM IN THE SYSTEM. 6" SEEDED LOAM PAVEMENT EXISTING GRASS 7 SURFACE 5' MIN. COVER UNLESS FULLY DRAINED AFTER BACKFILL WITH EACH PUMP EXCAVATED MATERIAL CYCLE (CAN FREE FROM ROCKS REDUCE TO 3' (COMPACTED UNDER ROADWAYS, WALKS 4r ;, >;; ?, 6" MIN. OR DRIVEWAYS) PIPE DIA. 4" MIN. PVC OR HDPE FORCE MAIN (TYP.) 2'+OD PIPE COARSE SAND OR PEA STONE BEDDING WHEN PIPING IS TO BE BURIED IN GROUNDWATER USE CRUSHED STONE WRAPPED IN FABRIC AS A BEDDING AND CONTINUE TO 6" ABOVE THE PIPE. USE HDPE PIPE OR PVC SCH. 80 PIPE WITH AS FEW JOINTS AS POSSIBLE. IF PIPING IS 1-0 BE CONSTRUCTED AT A DEPTH LESS THAN 5' INSTALL INSULATION BOARD - CONSULT W/ENGINEER. IF PIPE IS INSTALLED SLOPED TO DRAIN INSULATION BOARD IS NOT NEEDED. IF PIPING IS TO BE PLACED UNDER A DRIVEWAY W/LESS THAN 4 FT OF COVER USE HDPE PIPE. FORCE MAIN TRENCH DETAIL Scale: None RECORD DRAWtNG Lands of Revival Designer Homes 12 Chelsie Way TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK PUMP STATION - ALTERNATE PLAN DATE: 1-15-24 ( SCALE: AS NOTED DV!^'• '.�..uurKsepuC.awg CARRY ROBINSON, P.11j. aHEET 2 OF 2 CONSULTING ENGINEER P.E. LIC. NO.: NY-060166 RECORD DRAWING NOTE