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1023 Plan to Repair Septic System 2002 Plan to Repair SEPTIC SYSTEM for Joseph Dacri Located at 1023 Westhampton Road in Northampton, Massachusetts Thomas S. Leue, R.S. Homestead Inc. 1664 Cape Street Williamsburg, MA 01096 Design Date: 5/18/02 Contents Site Plan: 1 page Site Suitability Form 11.1: 1 page On-Site Review Form 11.2: 2 pages Perc Test Form 12: 1 page Specifications: 3 pages Design Calculations: System 1 page Plan Drawing: 1 page Pump Details: 2 pages Separate To be signed by Owners) Application for Construction Permit: 3 pages Local Upgrade Approval form: 5 pages 413 628-4533 fax: 413 628-3973 EU < C a m m C J W ARK L ER TEL Ha irme Street Atlas USA 6 0 00 for Macintosh gag 14.W Tue May 14 08:12 2002 Scale 1:31,250(at center) 2000 Feet . 1000 Meters. I Local Road State Route Primary State Route Interstate/Limited Access • Summa • Locale + Cemetery / `( 0� e.7,1 T-20-191 Commonwealth of Massachusetts Northampton, Massachusetts Soil Suitability Assessment for On-site Disposal FORM11 -SOIL EVALUATOR FORM med By. ssed By: Thomas S. Leup Date: 9/28/01 peter McErlain . Town of Northampton ration Address or Lot No. LLWesthamDton Road, Northampton N or Repair Construction: Repair Owner's Name. Address & Tel.# Joseph Dacri 1Q23 Westhampton Rd. , Florence. MA 01062 586-9367 Review shed Soil Survey Available: No El Yes rigi Year Published: 1980 Publication Scale: 15840 Soil Map Unit:1Z Drainage Class: Well drained. Soil Limitations: Soil Type: BgA, Hinkley loamy sandy :rficial Geologic Report Available: No la Yes ❑ Year Published Publication Scale: Geologic Material (Map Unit) Landform J Insurance Rate Map: Above 500 year flood boundary No Yes �X Within 500 year flood boundary No Yes Within 100 year flood boundary No Yes and Area National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) ent Water Resource Condition (USGS): Month p Range: Above Normal El Normal [xi Below Normal❑ ?• References Reviewed: X X DEP APPROVED PORK - 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 n Address or Lot No. 1023 Westhampton Road On-site Review Hole Number : 1 Soil Evaluation Number: per-20-191 9/28/01 Time: 9:40 AM Weather: clear Use: lawn Slope (%) 0% Surface Stones na ation: crass orm: Lakeshore ice from: Open Water Body >150 Possible Wet Area >150 Drinking Water Well >150 feet Drainageway >150feet feet Property Line jfeet feet Other DEEP OBSERVATION HOLE LOG* :lath from Surface (inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structures, Stones, Boulders, Consistency, %Gravel) 0 - 8 6 - 16 6 - 42 12 - 100 )0 - 120 A Bw Cl C2 C3 fine sandy loam sand sand sand sand 10YR 3/3 10YR 5/4 10YR 6/8 10YR 5/6 5YR 5/4 no no @ 42" yes yes sand . sand & gravel 60% sand & gravel 25% red gravel sand 7.5YR 5/6, >10% * MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISP ant Material ,deROBA tlpnal nth to Bedrock: ith to Groundwater: nding Water in the Hole: NO aping from Pit Face: NO imated Seasonal High Groundwater: Depth of Excavation: Depth to Water: Depth to Weep: 120 inches 42 inches DEP APPROVED FORM-1207/95 n Addressor Lot No. 1 023 Westhampton Road Hole Number : a 9/28/01 Use: lawn ation: Grass Orm: Lakeshore Ice from: Open Water Body >150 Possible Wet Area >150 Drinking Water Well >150 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 On-site Review Soil Evaluation Number: pT-20-191 Time: 10:20 AM Weather: clear Slope (%)_03. Surface Stones I12 feet Drainageway >150 feet feet Property Line 25-feet feet Other DEEP OBSERVATION HOLE LOG* :pth from Surface ;inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structures, Stones, Boulders, Consistency, % Gravel) 0 - 8 S - 16 6 - 42 2 - 100 )0 - 120 A Bw Cl C2 C3 fine sandy loam sand sand sand sand 10YR 3/3 10YR 5/4 10YR 6/8 10YR 5/6 5YR 5/4 no no @ 42" . yes yes sand sand & gravel 60% sand & gravel 25% .. red gravel sand 7.5YR 5/6, >10% * MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISP ..nt Material depositional rth to Bedrock. nth to Groundwater: nding Water in the Hole: NO eping from Pit Face: N4 Depth of Excavation: 120 inches Depth to Water: Depth to Weep: imated Seasonal High Groundwater: 42 inches I DEP APPROVED FORM-12/07/5 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. 1023 Westhampton Road. Northampton Determination for Seasonal High Water Table Method Used ❑ Depth observed standing in observation hole_ inches ❑ Depth weeping from side of observation hole_ inches ® Depth to soil mottles 42 inches ❑ Ground water adjustment_ feet Index Well Number_ Reading Date _ Index well level Adjustment Factor _ Adjusted ground water level pgpth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes If not, what is the depth of naturally occurring pervious material? Certification I certify that on June. 1995 I have passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR15.017. Signature: " / i rra.e„ Sys Date: 10/18/07 DEP APPROVED FORM - 12/07/95 FORM 12-PERCOLATION TEST on Address or Lot No. 1423 Westhampton Road. COMMONWEALTH OF MASSACHUSETTS Northampton, Massachusetts Percolation Test* Date: 9/28/01 9:06 AM Observation Hole# 1 2 3 4 Depth of Pere: 32 (inches) Start Pre-soak: 9:06 AM End Pre-soak: ended: 24 gallons water added could not maintain in hole Time at 12": Time at 9": Time at 6": Time (9" - 6"): ' Minimum of 1 percolation test must be performed In both the primary area AND reserve area. Site Passes/Site Fails: Passes Performed By: Thomas S. Leue. Homestead Inc. Witnessed By: peterJ4cErlain . Northampton Comments: _ DEP APPROVED FORM - 12/07/95 CONSTRUCTION SPECIFICATIONS Title 5 Septic System Plan for 1023 Westhampton Road Northampton General No work on this system construction shall take place until a permit for the system plan has been :d from the local Board of Health.A copy of the Disposal Works Construction Permit should be on site pection during the time of construction. Additional specifications may be included elsewhere in this Septic Tank Note: Not all repair plans require new septic tanks. Refer to the drawing to determine if a lank is required The septic tank selected by the contractor shall conform with 310 CMR 15.223. The septic tank shall be ninimum effective liquid capacity of 1,500 gallons below the outlet invert,rectangular,and with a inimum length to width ration of 1.5:1. Compartmentalized tanks are not to be used. Septic tank shall be installed on a minimum of 6"of crushed stone,leveled to grade and thoroughly mpacted. Septic tanks shall have a minimum cover of nine inches.No structures shall be located directly an or above the septic tank access locations which interfere with performance,access,inspection, tmping,or repair. The center access hatch to the septic tank shall have a riser of at least 20"diameter,tightly fitted to the nk to resist water infiltration,and terminated with a tight fitting cover no more than 6"below ground irface. Outlet access hatch above filter shall have a riser of at least 12"diameter,tightly fitted to the tank to silt water infiltration,and terminated with a tight fitting cover no more than 6"below ground surface. lf, ith the agreement of the Owner,one or more of the risers are terminated flush with ground,these shall be cured against unauthorized entry with stainless steel hardware. Inlet and outlet tees shall be of Schedule 40 PVC and shall extend a minimum of six inches above the flow ne of the septic tank and be on the center line of the septic tank located directly under the clean-out Manhole. All fittings to be glued and secured against any movement due to horizontal or vertical impacts. ross-sectional flow baffles shall not be used as substitutes for inlet or outlet tees. The minimum separation etween inlet and outlet tees shall be no less than the liquid depth of the septic tank and shall be the longest irection(which shall not include the diagonal distance)across the tank in plan view. Inlet and outlet tees to xtangular tanks shall be set in the end walls or into a side wall within 12 inches of the end wall. The inlet ipe elevation shall be no less than two inches nor more than three inches above the invert elevation of the utlet pipe. There shall be an air space of at least three inches between the tops of the tees and the inside of the tank over. Inlet tees maybe modified or a 6"riser on inlet cover may achieve this spacing. The tops of the tees hall be left open to provide ventilation or separate ventilation shall be provided. The outlet tee and ompartment connection shall be equipped with a gas baffle. The inlet tee shall extend a minimum of ten inches below the flow line.The outlet shall be provided with tee extending below the flow line 14 to 18 inches. The effluent tee shall be fitted with a removable plastic cutlet filter,as manufactured by Polylok Inc.,model PL-120,Zebco, or approved equal.Provide nanufacturef s maintenance data to homeowner and engineer. Septic tank should be inspected by the Owner or his representative for solids accumulation annually. When the sum of the sludge and scum layer approach or exceed 1/3 the net working volume of the tank(net )1.16"total thickness),as measured at the center of the tank,the tank is due for pumping. Septic tanks shall nestead Inc. Page 1 11/1/01 CONSTRUCTION SPECIFICATIONS inspected and maintained in accordance with 310 CMR 15.300 and applicable local requirements. Pump Systtn Note: Not all repair plans require a pump and controls. Refer to the drawing to determine if this system is required. Pump chamber to be 1000 gallon concrete pump chamber. Include one manhole access 24"diameter that minates at or above surface with a steel manhole cover that can be secured. Pump to be used is specified in the pump calculation worksheet. Alarm system to be installed inside of dwelling unit in an accessible location. Alarm unit to have an Jible and visable indicator of water level above the pump on level.Include a shut off or silence mode. Use it Controls model S230 NEMA 4X Simplex or approved equal. Pump and control circuit to be on separate breaker circuit installed by a licensed electrician. Distribution Box, Note: Not all repair plans require new distribution boxes. Refer to the drawing to determine if a d-box is required. The distribution box selected by the contractor shall conform with 310 CMR 15.232. Material of nstruction shall be concrete or plastic lined concrete. The distribution box shall be placed on thoroughly tamped and compacted sand or peastone a minimum '6"thickness,and shall be leveled utilizing a water flow test. Speed levelers shall not be used on a new stallation to obtain level and equal distribution flow,but should be installed after leveling is completed in se uneven settling occurs in the future. For inlet pipe slopes of 8%or greater,or where there is a pumped flow,the distribution box shall have internal cast baffle or solvent welded pipe tee to reduce the velocity of the influent flow. An internal pipe C' is not acceptable. For systems with different sections of the leaching facility at different elevations,the first 2 feet of pipe it of the distribution box to be set dead level. Pipino Piping to the septic tank(the building sewer)shall be Schedule 40 or better. All piping from the septic tank to the end of the system shall be 4" diameter, SDR-35 or better. Leaching Facilities General: All leaching facilities to be of the size and location shown on the drawings. All aggregate used t leaching facilities to be of double washed stone. Pipes in leaching facility shall be pitched downward 0.5% -om inlet end. End caps required on all distribution lines.Additional requirements based on tyep bf leaching icility shown on drawing. Leachfields: 6"double washed stone 3/4"screen size laid essentially level, upon which 4"distribution piping is to be laid. Area between pipes to be filled with additional 3/4" stone. Cover top of field with 2" ouble washed peastone. Total thickness of leachfield is to be 1 foot. Leaching galleries: made with internal piping,either cast in place or of PVC plastic. Gallery dimensions o be 4' x 8' and approximately 19"tall. Galleries to have inspection covers with handles. All galleries to be )laced on a stable base of a minimum of 6"double washed stone of 3/4"size. Leach trenches: construction similar to the materials specified for leachfrelds.For InfiltratorTTM systems, .ee detailed construction procedures on the drawing. iestead Inc. Page 2 11/1/01 CONSTRUCTION SPECIFICATIONS Loading requirements are specified on the system calculations page. Normal loading systems are ignated H-10. If H-20 rating is specified on the drawing and/or on the page for system calculations,the thing facility shall be custom built to meet the increased loading requirements using additonal rebar, ater wall thickness and/or other approved methods. Follow the manufacturer's rating system and tallation procedures. Breakout barrier,if shown on plan,to be minimum 30 mil thick continuous sheet. Install bather tically from bottom of excavation to height of nearest inlet invert. Seams of membrane material to be ;rlapped a minimum of 24 inches and glued with sealant as recommended by manufacturer.Material to be polon,polyethylene,buna-N rubber,EPDM,or approved equal. Backfill in lifts of no more than 6"to are minimal deformation of membrane. Inspection The contractor shall notify the System Designer a minimum of 48 hours in advance of the anticipated mpletion time for a final inspection. The system shall be essentially complete at the time of the final ;pennon, including all components in place,risers and covers installed,electrical components functional, ;.No installed system component shall be buried greater than 1"depth at the time of final inspection. The stem designer shall verify the system was installed as designed and authorize the final grading. If the System Designer finds the system is not ready for inspection after being called,or if serious ficiencies are discovered,the System Designer must be notified to return to the job site when it is mplete. There will be a charge to the installer of$50 for each return trip,payable directly to the System :signer at The time of the reinspection. Final rating At conclusion of work, loam and seed all disturbed areas to perennial grass mixture. Added loam may be quired for adequate grass growth.Mulch slopes with hay,burlap or netting to minimize erosion. Surface over leaching facility shall be pitched so as to shed rainwater. Systems built late in the year,where the grass cover does not have a chance to establish itself,requires e contractor is to return after spring thaw and resurface final grades and add grass seed cover as required to lualize and stabilize all disturbed areas. s testead Inc. Page 3 11/1/01 1023 Westhampton Road, Northampton DESIGN CALCULATIONS Bed System Structure: Single family home 3 bedrooms Design Flow: 110 gallons per bedroom per day Calc. Design Flow: 330 gallons per day Garbage Grinder: Yes 1.5 factor t for Compost Toilet: 0% 0 gallons per day Total Design Flow: 495 gallons per day Percolation Rate: calculated <2 min. per inch Percolation Rate: design rate <5 mim per inch Loading rate: Class I Soil 0.74 gallons/sq.ft./day equired for infiltration: 669 sq. ft. ce Request for Field Reduction: 0% Net Field Size: 669 sq. ft. Bed Width: Bed Length: Pipe Length: Calculated Area: Number of Pipes: Calculated Capacity: Separation of Pipes: Loading: 16.0 feet 42.0 feet 40.0 feet 672 sq. ft. 3 parallel pipes 497 gallons per day H-10 restead Inc. 6 feet maximum 5/18/02 • 5/14/02 1023 Westhampton Road Northampton Volume, Alarm and Flotation Calculations Chamber Tank Dimensions: Minimum requirements Width 58 inches inside measurements Height 58 inches inside measurements Length 84 inches inside measurements Gross Working Volume 1,223 gallons Displacement Volume: 1,324 gallons Alarm Volume: 734 gallons Depth to Invert: 4.25 feet Head Calculations: Force Main Dia: Dosing Rate: Calculated Design Flow: Dosage: Pipe volume: Total Pumped Volume: Number 1 2 0 Iii1g ° bends: ° bends: tees: it pipe length: Total Pipe Length: Friction Head (/100"): 1.5 inch dia. 3 cycle(s) per day 220 gallons per day 73.3 gallons per cycle 10 gallons per cycle 83 gallons per cycle Head_Rpsigance 9 feet 8 feet 0 feet 4 0 feet 104 feet 3.1 3 feet Fitting Number unions: 1 check valves: 1 pipe length: 3 0 Static Head: rise: 3 feet Total Head: 6 feet from pump curve: Meyers Pump WRNS, 1/2 hp Utilize above pump, as available from Blake Equipment Co., or approved equal. y=mx+b intercept: 4 2 slope: -0.32 Flow Rate: 40 gallons per minute Run Time: 2.1 minutes Elevations: GroundSurface: nk Surface Below grade: Pump Inlet Invert: Alarm Setpoint: Pump On Level: Pump Off Level: Bottom of Tank: sonal High Groundwater: Reserve Capacity: Volume Displacement: 9stead Inc. 14 inches 35 inches above bottom 4 2 inches below grade 2.1 days 0.5 feet Elevations 98.5 97.3 96.3 95.4 93.8 93.3 92.5 95.0 Head Resistance 2 feet 15 feet 30 feet 5/18/02 1023 Westhampton Road Northampton yancy Calculations: Pump Tank Weight: Surface Area of Tank: Soil Bury Depth: Volume Over Tank: Weight of Overburden: rtal Empty Tank Weight: of Tank in Groundwater: Volume Displaced: Weight Displaced: Net Bouncy Calculation: Weight of Concrete: Dlume of Counterweight: mess of Counterweight: 6,500 pounds 38 square feet 14.4 inches 45 cubic feet 4,092 pounds @ 90 #/cu. ft. 10,592 pounds 30 inches 718 gallons 5,887 pounds -4,705 pounds lift 175 pound per cubic foot 0.0 cubic feet concrete = 0 bags redi-mix stacked no more 0.0 inches than 1 bag high Note: bouyancy calculations similar for septic tank. 0 bags redi-mix stacked no more than 1 bag high System Designer 5/18/02 estead Inc. 5/18/02 Well tile cover \\\\ ------ Moisture resistant junction box PVC conduits to building interior & plugs we alarm panel and separate power 24" min. dia riser to surface circuit. I • — Union Inlet _I_ P Water-tight Seal \ t \ ill Inlet Invert Elevation: 96.3 •rill 3/16" bleed hole in pipe Alarm Float Elevation: 95'4 _0 In N v Pump ON Float Elevation: 93'8 - c Check valve Pump OFF Float Elevation: 93.3 0 rr o \- • Install on minimum of 6" compacted crushed stone base Station Assembly Pump / ��F Owner: Thomas S. Leue, R.S. Station Assembly ( Joe Dacri Scale: t° : 1/2' / \ 7X01 `~ 1023 Westhampton Rd. HOMESTEAD INC. ,,,,z Northampton, MA 01060 n I, WilliamsburCape g A 01096 (4131 6284533