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136 Septic Soil & Perc Test • BOARD OF HEALTH MEMBERS JOHN T.JOYCE,Chairman ANNE SURES,M.D. CYNTHIA DOURMASHKIN,R.N. PETER J.McERLAIN,Health Agent (413)587-1214 FAX(413)587-1264 MEMO CITY OF NORTHAMPTON MASSACHUSETTS 01060 OFFICE OF THE BOARD OF HEALTH TO: Rick Mott, 442 Elm St,Northampton, MA 01060 FROM: Peter McErlain, Health Agent DATE: May 12, 1998 SUBJECT: Upgrade of Sewage Disposal System at 136 Chesterfield Rd. 210 MAIN STREET NORTHAMPTON,MA 01060 This letter will confirm that on April 8 &9, 1998 the septic system at 136 Chesterfield Road, Leeds,was repaired by Wayne Thompson, in accordance with the Board of Health order dated March 19, 1998. That upgrade work included the following: 1)repair of the septic tank, 2)repair of the distribution box and 3) cleaning and leveling of the distribution lines. In addition, a new water line was installed(around the out side of the leach system),to replace the original line,which was underneath the sewage leaching system. A certificate of compliance was issued on April 9, 1998. Please feel free to contact the Board of Health if you require additional information. Thank you for your cooperation in this matter. Peter J. McErlain Health Agent FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lof Easi-n F I36 C ls4er-iQ(d Rd. On-site Review Deep Hole Number TP-. Date: 612.-98 Time: /OCOO Weather 0 v ecgs+ Location (identify on site plan) Land Use 6-1gH4• Woods Slope (%) 3 Surface Stones Non e. Vegetation 6ro SS Maple f?"rot., Oqk Landform . _Q iwasL...T<rrace- Position on landscape (sketch on the back) Distances from: Open Water Body 100+ feet Drainage way — feet Possible Wet Area .Zoo t feet Property Line 20 / feet Drinking Water Well :loot feet Other DEEP OBSERVATION HOLE LOG. Depth from S Soil Horizon S Soil Texture S Soil Color S Soil O Other 0 -3b F FFII L LS V Vari46(e N None- M Mix--ure. o-F Tpsoi),S&bsoiI (Ind C horizoh 257° gravel i cobbles 38 - 112 " C C- 9 9 S I Ioyg4 14 N Nit,ne 4 4-o ravel f cabbies JIktyle9ra,r,, (005e- Parent Material (geologic) Nona Depth to Groundwater: Standing Water in the Hole: None - Weeping from Pit Face: Nona Estimated Seasonal High Ground Water: % I Ill' 6- ac co- lUVlcl� Depthm6edrock: None DEP APPROVED FORM.12/07/95 HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 No. FORM 11 - SOIL EVALUATOR FORM Page 1 of 3 Date: Commonwealth of Massachusetts Norftiarsi , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: Murk 7A0140 Witnessed By: f cftr- MG Fria;n Date: 6 -22-9B to-f -%o Las+ of l36, CAes-fa,-e;e(d Rd . New Construction ® Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes E Year Published /98/ Publication Scale / : (5840 Soil Map Unit 9A Drainage Class Excessive Soil Limitations Poor Fi I4er O�nvl F,CAard MO/'+ T.l•PS , [y W1C4 I, Road Vltiff' avhPfovk MA 010Z7 (4i3) 5Z7 - 6709 Surficial Geologic Report Available: No ® Yes ❑ Year Published _....__ Publication Scale Geologic Material (Map Unit) Landform Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes ❑ Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No ❑Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month Range :Above Normal ❑Normal ®Below Normal ❑ Ma y Other References Reviewed: 973 DEP APPROVED FORM- 12107/95 HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 rv°zJ �'Ila��?aYaM9 ^ A 501 1 ■ 17011 ■ ■ ,SZI ■ Z-dL 1 ■ -di- FORM II - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Ls+ -/o Eas+ o4 136 Cheskr-Gtic Rd, On-site Review Deep Hole Number TP-2- Date: 6-22-9B Location (identify on site plan) --............. Land Use _. Slope 1%) Surface Stones Vegetation - 4. H F C Tp- Landform l I J Position on landscape (sketch on the back) Distances from: Open Water Body 2oo+ feet Possible Wet Area Zoo+ feet Drinking Water Well Zoo+ feet Time: /0:30 Weather Oyercc s-E Drainage way Property Line Other feet 40 feet DEEP OBSERVATION HOLE LOG' Depth from Surface(Inches! Soil Horizon Soil Texture (USDA) Soil Color (Munson) Soil Mottling Other (Structure, Stones,Boulders, Consistency, % Gravel) 0 -24" F; II L- 5 Var,aele NOne- Mixed A, ? C -oriZOns 24-104" C 9 5 IoYg4/4 Mont �% gavel co(oL (es 5layle3raien j IooSe Parent Material(geologic) GI ac o C1 H v(q l DepthtoBedrock: Noa e Depth to Groundwater: Standing Water In the Hole: hi vi e. Weeping from Pit Face: Hone_ one_ Estimated Seasonal High Ground Water: i /o9 DEP APPROVED FORM-12/07/95 HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 FORM 12 - PERCOLATION TEST Location Address or Lot No. L0+ -Eh 5i- cf 136, Ckes+er_p;e,lrj Rd, COMMONWEALTH OF MASSACHUSETTS fNori-Inan hh, Massachusetts Percolation Test* Date: _ 6-22-98 Time:, 9; $0 Observation Hole # P_I p-Z Depth of Perc 65 u 48" Start Pre-soak 9. 51 10 % 32 End Pre-soak Io :OCD JO '. 47 Time at 12" I0 : 0? 10 ', 47 Timeat9" I0 : )I - 30 Ior50 Time at 6" ICJ 15-;30 (a ' SZS3a Time 19"-6") `F MIrJ M ft-I 30sEc Rate Min./Inch < 2 MIN /CJ GZ MIN)/(N3 Minimum of 1 pe colation test must be performed in both the primary area AND reserve area. Site Passed ® Site Failed ❑ Performed By: Witnessed By: Comments: .... Ma /rk —7710/4117501" ? I e er / cEr ( ;N DEP APPROVED FORM.13107/95 HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Uhtsfer-eld lea. /Joni ( awiph,1 Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole............... inches © Depth weeping from side of observation hole.2_U2 ` inches ® Depth to soil mottles >1J2- inches ❑ Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level _.. _... Depth of Naturally Occurrinc 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 4/29/t6 (date) I have passed the soil evaluator 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 CMR 15.017. Signature an1aa-- Date 6-2Z-98 DEP APPROVED FORM-12/07/95 HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 3 PERCOLATION TEST(S) Time: Time: Observation Hole #1 Observation Hole #2 Depth of Perc / c7:- 1-* V J Depth of Perc , ,'.� ,, Start Pre-soak Start Pre-soak - Z End Pre-soak / 1 a - End Pre-soak Time at 12" Time at 12" - 1 Time at 9" Time at9 /1 - ,Th Time at 6.' � ... Time at 6" - , cr M . - Tune(9"-6") Time (9"-6") � . ci Rate Min./Inch Rate Min./Inch 'minimum of 1 percol tion test must be perform d in both the primary area AND reserve area Performed by -;„-. U-. Performed by Id Witnessed by r&e / j- Witnessed by L .,t____ Comments: On-Site Review c—'-C Deep Hole #: Depth from Suface(Inches, DEEP OBSERVATION HOLE LOG* 'MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Soil Horizon 1H--1 I Soil Texture (USDA) Soil Color (Mansell) Soil Mottling Other •Structure. Stones.Boulders.Consistency %Graven Parent Material(geologic) «, (, )(- Depth to groundwater. Standing Water in the Hole ! Estimated Seasonal High Ground Water Depth to Bedro Weeping from Pit Face Deep Hole#: DEEP OBSERVATION HOLE LOG* *MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Depth from Soil Horizon surface(Inches' Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Parent Material egeologic) Other (Structure.Stones, Boulders. Consistency °o Grave lI Depth to groundwater. Standing Water in the he Hole Estimated Seasonal igh Grou d Wate 1 i } �)O•! i,. Weeping from Pit Face f d/))77 Depth to Bedrock LocatlonAddre ss or Lot# s 3/ - <!a• I Owner j/L1O Addre ss Date * l9 ui I)7 Time { Weather Engineering Firm 1 6t ) Engineer or Sanitarian �'t Z =V,^ Identity on Site Plan --- Land Use 1 -- i Slope% Surface Stones `r-a_._. Vegetation i- 29- .\I Landform Position on Landscape 'yry Distances from ^C" Open Water Body -' feet feet Drinking Water Well Drainage Way AJ' %/ I feet Property Line feet feet Possible Wet Area feet Other Deep Hole #: Depth from Suface(Inches, DEEP OBSERVATION HOLE LOG* 'MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Soil Horizon 1H--1 I Soil Texture (USDA) Soil Color (Mansell) Soil Mottling Other •Structure. Stones.Boulders.Consistency %Graven Parent Material(geologic) «, (, )(- Depth to groundwater. Standing Water in the Hole ! Estimated Seasonal High Ground Water Depth to Bedro Weeping from Pit Face Deep Hole#: DEEP OBSERVATION HOLE LOG* *MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Depth from Soil Horizon surface(Inches' Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Parent Material egeologic) Other (Structure.Stones, Boulders. Consistency °o Grave lI Depth to groundwater. Standing Water in the he Hole Estimated Seasonal igh Grou d Wate 1 i } �)O•! i,. Weeping from Pit Face f d/))77 Depth to Bedrock FORM 12 - PERCOLATION TEST Location Address or Lot No. X04 -h Eas-t of 136 Che5-Fer4;elrj Rd, COMMONWEALTH OF MASSACHUSETTS No r+1.14 rbh, Massachusetts Percolation Test Date: .-_.6rZZ 93 Time:. 9.54.. ..... Observation Hole # P-I P-Z Depth of Perc G5 " 4-8“ Start Pre-soak 7; 51 Ic % 32- End Pre-soak 10 :06, 10; 4-7 Time at 12" 10 : 0`% (0 ', 47 Time at 9" 10 FH : 30 10 ', 50 Time at6" 1p : 15:30 fb ; 52 ;3o Time (9"-6") 4 mini 2Mio 3osc Rate Min./Inch < 2 Mich.) < Z MW7f0 Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed ® Site Failed ❑ Performed By: Witnessed By: Comments: .... Ma /vk -171 Peubr A/IcEr I aiN DEP APPROVED FORM-1]/0725 HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 I 3 G C ate`- rz-bI 1 PERCOLATION TEST(S) Time: Time: Observation Hole #1 Observation Hole #2 Depth of Perc r _ 5- ', Depth of Pert q y Start Pre-soak 51 Start Pre-soak /,n % Z.9 / / End Pre-soak f 0 % gl 7 End Pre-soak ' 0 H-) 7 Time at 12" gyp , Time at 12" I `, tit -1 Time at 9" /0 -, I I Time at 9" /0 J D Time at 6" 10 Time at 6" /a - '- - Time(9°-6") �/? Time(9°-6") , - /� Rate Min./Inch / Rate Min./Inch 2._-, *minimum of 1 percolation test must be perform d in both the primary area AND reserve area. El I ■ ■ .. , •.. Performed by ♦uI / Performed by 14 p Witnessed by 1R �Ac.� 14. - Witnessed by r. .� aqua Comments: