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64 Site Suitabilities FOlthl II - SOIL EVALUATOR FOIL rule 5: Dnpjf Printed September 20, 1993 Appendix 4 Page 2 .Page Qn-site Review DeterrnTh tiwt.,j'uL- song/ Hi /z Waty. Table. Deep Hole Number .. //..L Date: i2/2/204,rime:..) '00 44 Weather Location (Identify on she plan) Method Used; Land Use . A/A/L Slope l%I ...0 Surface Stones 0- Vegeudon .441441/ r ❑ Depth observed standing in observation hole inches Landform OG *' piste(/ ❑ Depth weeping from side of observation hole inches/���-y. ' Position on landscape (sketch on the beck) -- ❑ Depth to soil mottles Inches /V delta YllLA/'J�S5"+�'bd7• Distances trom: re !T w I Sze ❑ Ground water adjustment feet Open Water Body- ./P0 feet Dralnegeway>/tw feet Possible Wet Area /VU feet Property Line .. feet Index Well Number Reading Date Index well level Drinking Water Well C/ryfeet Other Adjustment factor Adjusted ground water level . • • Depth of Naturally Occurring Pervious Material DEEP OBSERVATION HOLE LOG Depth from s.d... soil Hereon Soil r.n... sae emir Soil Motong ether Does at least four feel of naturally occurring pervious material exist in all areas amnia, 'USDA) wswa.lII IStructurs.St en.Soule.,.. observed throughout the area proposed for the soil absorption system? Va, ,e�p � r x m.e•J) /9rX1-i F/Na/ eti:sr —/z h SL /°Y^3/s - u'yg.s/ .yllyrl vJ _ 2 ¢ :'a✓ 2U,/,u,/ / - V.Goa I//.weal- jU/ If not, what is the depth of naturally occurring pervious material? ;a- /2- MA.AILO( °y f/e /1rtYr f r rte" Z4- Gf 'trt/- ctP L"05e- Z.5-fr. .Ger(ifioaUon 04 -¢( c_/ 3/3 t,Lor�'-e<e,n/ do 4 a5eda�acl L,w.oj�-44,Yr/C� ,I�� �%/r(/� coo`✓#,s/NG[e—d; w9 I certify that art (date) I have passed the examination approved by tl I b Tti ' /Q4- C�— go yay+,f/� Department of Environmental Protection and that the above analysis was ariP 2.*-413 N0, ilRUr77/Ar performed by me consistent with the required training, expertise and experience ?) (J — l¢ ,} 5L /Q YR 3/3 /¢/fit_ described in 310 CMR 15,017. / /Yarn-_ri-.iV 'L-5 /eye 9�G '- al-net Signature/ - " � ' Date 1/ 70/4 % c-/ c s 7.513/3 -- /r.dt--- /32- C-2 FiS 2,9Y 9fr — rJ6 2 /s Parent Material !geologic) dr_4-e/.'/— e1A 1 0> Depth to Bedrock: /7z rlenth to ornundwater Standing Water in the Hole:4.q/aa Weeping from Pit Face:iv.0/uc Estimated Seasonal High Ground Water: 1/Yn-r / - /14 4 711 lt 5: Drat Printed September 20, 1993 Appendix d Page 1 No Dale /��9 v f- FORM 12-PERCOLATION TEST . YU ,r l� , Commonwealth of Massachusetts 'ZD{L Location Address or Lot No. a f Wr3rf9'hf4 IfdoPp 4/04771si n4/ , Massachusetts Site ,Suitability Acsecsment for On-site Sewage Disposal COMMONWEALTH OF MASSACHUSETTS /e / / r.+�yq , Massachusetts Performed By: ./F! !f Z ^✓ � Certification Number:5—T/°/r? '4/Jr`rr r/}1,�� Witnessed By 4.44//4z- W'.1/l/....._.C/O/3 ee 5St 4 . 4/11/441e,..... Percolation Test' f� 7Yf mfr. • •Lenten MOMS et W.No. orm.,Y Wasik Address end Tn.r Data /Wit, Time:, Iii:ozaAnt, 61- War rnirt 7e4)r', M/of.6-2 dr.ivi, Observation Hale p / ¢/s'g3g0— %[v0/ Depth of Perc / New Construction ❑ Repair AO eActr t4T/4/D6 Start Pro-soak : 2 g' Offire Rnvlew / - End Pre-soak 9" 4/ . Time at 12" Published Soil Survey Available: No ❑ Yes �/, 91¢3 • Year Published ivet Publication Scald/ /Ti' Soil Map Unit ry9 4 . Time at 9" Drainage Class .../. Soil Llmitatlonsa112C atit• —.04cf. ."="P V' �� 1C1� Time at 6" Surficlal Geologic Report Available: No ❑ Yes 91-iG • Year Published Publication Scae • `` Time (9"-6") / ��� Geologic Material (Map Unit) /GA :( Yd/c*ar/ - - - - L 2 11 < Rate Min./Inch Landform . ..Q,t/��/�H...Pl✓t"/ry _ ... Flood Insurance Rate Map: Above 500 year flood boundary No ❑ Yes re • Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Within 500 year flood boundary No Li Yes ❑ Within 100 year flood boundary No Ll Yes ❑ Site Passed rr Site Failed El Wetland Area: National Wetland Inventory Map (map unit) Performed By: nett �d-/rl✓a'« Wetlands Conservancy Program Map ,map unit) ... . Witnessed By:. prig, ui9S/l/4C1 C'4/("IS /i/syV t Halefir A41 ! Current Water Resource Conditions (USGS): Month e/C7OSaii '2c'/r6� Comments: .�4L$ ( ._,'..Strict -44 it 4 !--L1.F--k9e4 ' Range : Above Normal ❑ Normal ❑ Below Normal LtJ /11/<Y{we2 n teng eliv,/'--'7C' Other References Reviewed: - - meV - YSTRUCTLON NOTES SUMMARY: 64 West Farms Rd,Northampton ting Septic tank: to be pumped of its contents, crushed and filled in place. ding sewer: Confirm structural integrity and intercept to connect to new septic tank. If replacement is needed new ding sewer pipe shall be cast iron,Schedule 40n PVC solid, or better. Septic Tank:Install 1500-gallon 2-compartment Underground Supply septic tank as shown. Install Schedule 40 PVC on inlet and outlet centered within manholes. Install manhole risers to within six inches of final grade to provide air for tees.. Install gas baffle on outlet.. Pipe from septic tank to distribution box shall be four inch SDR 35 solid PVC watertight joints.At owner's discretion an effluent tee filter may be substituted for gas baffle:ace recommend Oust co 4 i FT S0444-36[Contact Bob Johnson,Atlantic Solutions, Ltd [401-293-0176)). be fished to owner. v distribution box:to be Underground Supply DB-6 or approved equal with minimum 6-inch sump. Set level on we - ,pacted base of crushed stone. Minimum inside dimension of d-box must be at least twelve inches.Install speed levelers out lets. Four outlet lines to be utilized;distribution lines must be set level for minimum of24 inches from d-box.Pipes m d-box to bed shall be SDR 35 PVC 4"solid with watertight joints. ch bed: Dimensions= 16'x 30'total area=480 square feet. Remove all topsoil and subsoil as encountered in leach !area. Total excavation= 16'x 30'. (Approximate total depth =27 sand inches,actual free depth h organic and deleterious ).If needed,fill ,avated areas to bottom-of-bed elevation 94.2 with clean,granular ',stances, must not contain any stones larger than 2 inches. Up to 45%by weight of a representative fill sample may be fined on a#4 sieve. Total sand fill depth will vary with existing onsite materials,as encountered. Compact in six-inch 's. Pipes in SAS shall be SDR 35 PVC 4"perforated set at 0.005 slope. Excavated materials may be used on side slopes meet breakout requirements. Finish grading offinal leach bed cover to be crowned to 2%slope for runoff Site to be eded immediately upon completion of work by owner or contractor fisting failed SAS materials may be encountered within specified area of new leachbed. Remove all subject materials as eded until original "C"layer is reached and fill as specified above to new bottom-of-bed elevation 94.2. Old SAS aterials to be removed offsite in accordance with Board of Health protocol. wise location of all distribution laterals must be documented either by placement of magnetic tape along top surfaces, bar at both ends of all lines, or by accurate as-built distances in sketch provided to owner, BOH and Designer bservation port must be placed in approximate middle of SAS. Four-inch perforated PVC may be utilized, set into sand meath 6-inch stone brought to 3 inches below finish grade with removable cap.Precise location from two fixed points to documented in as-built drawing. omporary Bench Mark = 100,0 =bottom step of stairs to rear deck, as shown. iENERAL NOTES: I pre-construction conference is required. Installer must contact Designer(413-527-3648)at least 72 hours prior to ommencing onsite construction. ,'ontractor must contact DIGSAFE 1-800-344-7233 prior to starting any subsurface excavations. 'ehicular traffic must be precluded from travel over all system components to prevent damage to the system. "his drawing is not a survey;the owner or agent is responsible for ensuring that the septic system is installed on the subject parcel. percolation test and deep hole locations are as indicated on plan. 4B construction shall be in strict compliance with Title V of the Massachusetts Environmental Code. System as designed is not for disposal of wastes from a garbage grinder. Installation of a lint filter on washing machine discharge line is recommended. To help ensure the optimal functioning and longevity of the system, the septic tank should be pumped every two(2)years. or drainage easements are unknown. Any related problems incturred during construction are the responsibility of the ures owner or his designated agent. System is for the disposal of sanitary sewage only. All storm water, cooling water, chemicals or other objectionable wastes must be excluded. If field conditions(ledge, mottling,groundwater, etc.)are encountered other than as indicated on the plan, Designer and Board of Health shall be notified immediately and construction halted until resolution is reached No changes to the plan will be allowed without the prior authorization of the Designer or Board of Health. a No warranty shall be made by the Designer as to the installation,functioning or longevity of the P�i OF M s'1Q system. Rather, the plan is in compliance with all applicable rules and regulations as are in og effect at the time of plan submittal. ti�,� _ oicsr Dumb -incising-ails Carton°Pervious Does at least four feel cif naturally absorption system? 125 If yes, what in the depth of naturally If not,what is the depth of naturally eccumne prrnous:9 Deep Hole Number: 1/L Location(identify on site plan): Land Use/Vegetation:Lawn/grans LawA Jandform: hottiorgA Pion n Position ofLandscape: Distance from: eeat exist m all magma_pcnriout r terra!? occurrmg pervious material?-- Ort-Site Review obson.'edd tvnu hnUt ei Date_ l(/272dL, 'Time: lies m Weather: Cool&Overcast Slepe(%): . Surface Stones: Open Water Body >106 Possible Wet Area Fen Drinking Water Well x(00 Feel C1I-y rent Depth from Soil Surface Aorizan Cinchesl C2 Drainageway Property Line Other DEEP OBSERVATION HOLE LOG OBSERVATION Soil Texture Soil Color (USDA) I Soii. (Mansell) Mottling, 5"" loam iot1R 3 i ' N bawl I id �ay/6O a z 5''('373 7,SY573 Parent Material(geologic) 6i&ez.,e pc+wask Depth to Groundwatec Standing Water in the Role:ni° Estimated Seasonal High Ground Waver > l L L(I 3 141‘,'",-:,e,,:i- d for tl- T.P.p I Feet Feet Peer Other(Structure, Stones,Bon Consisteu cy, % Gravel) F"ab(e am wah rnas J,4tpSe s;"SleSiu•rl t+ka^45, d5 kve5 A. I 16o5e5rx'1k lfLi-14, isn �h mss, iv;sdn w e Depth to Bedrock >. %t 47 Weeping from Pit Face: (\b ARD OF HEALTH MEMBERS TMAN,M.O.,ACTING CHAIR UZANNE SMITH.E5.0. )ONRA C.SALLOOM :TOR Or PUBLIC HEALTH SCRIMGEOUR,MHEd, (413)587-1214 FAX(413)587-1221 CITY OF NORTHAMPTON MASSACHUSETTS 01050 Site S afoi1 Number. (� led ec (1/4, Sew Y IJOSN . Inspector Q GLI , i Fec_,S. Site Address Da 6 OFFICE OF THE BOARD OF HEALTH 212'MAIN STREET NORTHAMPTON,MA 01060 #/3'f pert or On-Site Seance Dissosai -� New Construction O Date: I1(the' Equipment Operator: Client Name& Address 4_ci\eL Q.n_k Alai\ Cu35i5 epa): J� �e Office Review No 0 Yes 1 led Soil hervey Available: Drainage Class ar published Publication Scale Soil Map Unit / ' No 0 Lw Unit) Landform al Geolohic Report Available: ublication Scale Geologic Material(Map Sr Published Insurance Rate Map: Within 100 year food boundary 0 ove 500 year flood boundary Within 500 year flood boundary 0 Soil Limitations 1d Area: tional Wetland Invetory Map(Map Unit) it Water Resource Conditions(USGS): nge: Above Normal 0 References Reviewed: Saturation aturation >tb rreme )th arement ad Time Month Normal 0 Wetlands Couservacy Program Map(Map Unit) Below Normal ki2/4( .4 & Percolation_Test Results lation Rate <-2 min:/m & z H` m of Percolation Test dole: 6,6 'I erco a on Rate' Bottom of Percolation Test Hole: Dote rminatiorforSeasonal-Hi I,{ YW p inches to Used I 0 Depth weeping from side of observation hole tepth observed standing on observations- 0 Ground water adjustment_ inches vwt-2- >epth to soil mottles inches �wE Index well level Well Number Reading Date