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347 Septic Permit & Soil Test 8/28/97 4. J� ( / FEE CO C.) Y E rr) N r.4-). rota C..> or a. N u! m o 0. Board of Health, OY ( — MA. E =: DISPOSAL SYSTEM CONST ' CTION PERMIT 4 0 0 0 3�%7 DIST , . . a1 th tai' dam shereby gran ed to. Co struct( pair( ) U rade( ) Abandon( ) an individual sewage disposal system .y v /+ Al,I ah7 T f/v as described in the application for C A,— / 7 dated F/P-.igjil 'Prtnirst(y Oonstruction shall be completed within three years of the date of thiss et may�it All loc I con 7dyu��must be met. ca J 3 3 Form 1255 Rev.5I95AM.swwm Co.Boston MA Date 8 Board of Health COMMONWEALTH OF MASSACHUSETTS [listogal 6yaraem Construction Permit No. - > o ti 3v7;1001 ‘,/, „un. 15 '97 le:12 JUN-14■17 00SS7 PM CT VFL PRT WELL TEL 4:35254112 P. 2 m. 01 20 'd 7ZISZ£L£l7 ON XN3 Y[00d33100 P2:61 nit. LB-2Z—OEIN 1 e/ a c a ' 2nd dler Street, Belchertowd, 413-323.7134 laboratory 1 MA 01007 Box 1192 Sta __ Name. Conn. Valley Artemien 4 Well sample Mee: 6-12-97 Addeeem 58 Bond Street Report Doty 6-16-97 8. Longmeadow Ni 01026 Collected By Jae 1311k. 222 Semple Loretto*: - Mitch Bobbin Type Supply: moll Semple No • 0 CAL 3731 Lot 9, Audabon Street Mau, Lab a 02454 Loads, MA 010515 TESTED FOR RESULTS MAX RECOMMENDED LEVELS __._ Total Cohfnrm Bacteria ^TUNeg - - _-- Poe or Nog Fecal Conform Bacteria sag Poe or Nog Nltdte 0 1 .0 mg/1 Nitrate 4.41 10.0 m9/1 pH 7.51 6.5-8.5 Alkalinity 36.0 No Limit Iron •.58 .30 ma/1 Meapnai 0 .05 mg/L Copper .07 1 .3 mg/t Sultans 7.o 270 mg/1 atloride 3.2 250 mg/1 Hardaeu 32.0 No Limit Coaduclivity 99.7 No Limit Total Dtuotved Solids 65.8 500 mg/1 Turbidity e47.0 j 5 NTV Chlorine 0 ! No Mott Sodium 2.9 I 20.0 mg/1 mr an ., Nyy Ia. IMn hnn. wk .\ • .nA nn Qn d. n plait 4� lu T..nt I. q,a trivil jron. �LLibl di aY IM ngeN w.e'1�°eaq■to M wiMla empleeN In N ter e4 B.P. rMeW,ry Weer AIen4N+. M tam ere say question ou MN newt, Item 4o aol WWo n b cell lib efaq. el � -- Darns YregenieryA, Dlreely, 20 'd 7ZISZ£L£l7 ON XN3 Y[00d33100 P2:61 nit. LB-2Z—OEIN No.: Debi April 4,1997 C ninnionweahh or Massachusetts Northampton, Massachusetts Site Suitability Assessment for On-Site Sewage Disposal Performed By: Matthew Sokop,I It tlley dr Associates,Inc. Certification Number: Witnessed By: Peter McErlain A.S., Northampton Board of I lealth Location Address or Lot No.: . Lot WB Audubon Road Northampton,MA Owner's Name,Address and lel.it: John I lerlihy c/o Attorney Ihnothv F.Washburn 8 Crafts Avenue,Northampton,P'.A Nr 9 Construction N Repair Office Review Published Soil Survey Available: No p Yes rsf Year Published 1981 Publication Scale 1:15,840 Soil Map Unit WxB Drainage Class C Soil Limitations severe - peres slowly,wetness Surficial Geologic Report Available: No ® Yes Year Published Publication Scale Geologic Material (Map Unit) Landform Fl:rxd Insurance Rate Map: Above 500 year flood bounds iy No p Yes LEI Within 500 year flood bounds v No N Yes p Within 100 year flood bounda1 No N Yes ❑ Wetland Area: National Wetland Inventory Mt.p (map unit) SA. Wetlands Conservancy Program Map(map unit) Current Water Resource Conditions tUSGS): Month March 1996 Range: Above Normal 0 Normal p Below Normal ❑ Other References Reviewed: On-Site Review Deep Hole Number 8- 1 Date April 4 1997__ Time x;50 AM Weather Sunny 55'F Location(identify on site plan) Land Use Field Slope(%) 2% Surface stones Few Vegetation Grasses Landform Hill Position on landscape(sketch on the be.ck) Distances from Open Water Body >100 feet Drainageway >100 feet Possible Wet Area >100 feet Property Line >100 feet Drinking Water Well >100 feet Other DEEP OBSERVATION HOLE LOG Oeplh from Surface Sail Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Monsell) (Structure.Stones.Boulders. Consistency.%Gravel) Ae V. F.S.L. 10 YR 2/1 Massive,Friable,Clear Wavy Boundary Some Roots Some Organics 6"-24" Bw V.F S.L. 10 YR 4/8 Massive,Friable,Gradual Wavy Boundary 24"-48' C, Sandy Loam 10 YR.312 5%Fine 10 YR 5/8 Masa've,Fkm,5%Gravel Denys Sandy Loam, Intermittent Band 4"Thick 48'-128' Co Sandy Loam 10 YR 4/4 5%Fine Massive,Firm Pockets of 10 YR 5/8 V try Fine Silty Sand>2% Parent Material (geologic) Glacia till Depth to Bedrock' N/O Depth to Groundwater: Standi in Water in the Hole: _NAL Weeping from Pit Face: _NM Estimatal Seasonal High Ground Water: 32" Recommend removal to 45". On-Site Review Deep Hole Number 8-2 Dale Aoril 4 1997 Time 1090 AM Weather Sunny 55`F_ Location(identify on site plan) Land Use Field Slope(%) 2% Surface stones Few Vegetation Grasses Landform Hill Position on landscape(sketch on the back) Distances from: Open Water Body >100 feet Drainageway >100 feet Possible Wet Area >100 feet Property Line >100 feet Drinking Water Well >100_ feet Other DEEP OBSERVATION HOLE LOG Depth from Surface Soft Horizon Soil Texture Soil Color Soil Mottling Other (inches) (USDA) (Munsell) (Structure,Stones,Boulders Consistency,%Gravel) Ap i L 10 YR 211 Massive,Friable,Clear' Wavy Boundary • Some Roots Some Organics ]" 24' Bv V.F. S.L. 10 Y 6 F/1/page Massive,I49m,Clear Wavy Boundary 24"--48" li S.I rdy Loam 10 YR.3/2 31 Massive,Firm,5%Gravel 10 YR 5/8 5 YR 3/6 Dense Sandy Loam, Intermittent Band 9"Thick 10 YR 2/2 5%DIstlnct 4 48'-126" Co Study Loam -s 10 YR 418 Massive,Firm Parent Material (geologic): Glacial till Depth to Bedrock: N/O Depth to Groundwater: Standing Water in the Hole: N/O Weeping from Pit Face N/O Estimateii Seasonal High Ground Water: 32". FORM 11 —SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: Lot en-Audubon Road,Northampton, MA Determination for SeasonaLHigh Water Table Method Ilsed: ❑ Depth observed standing in observation hole _inches ❑ Depth weeping from side of observation hole inches ® Depth to soil mottles 32 inches ❑ Ground water adjustment feel Index Well Number Reading Dale Index Well Level Adjustment Factor Adjusted Ground Water Level Depth 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 See soil logs and location map. If not, what is the depth of naturally occurring pervious material? Certification: I certify that on Fall 1995 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: _' 9/1A.Ad Date: 00.7 7 s��, TEST P Ir- a . N, 9. \ q - ; / q - z \ z O ° m r, 5 ../8 6-3e-eY;1 E-_ 49 � ) 1r 4. G 8 / /7c•Ef5 JI ,��� - Pdi `✓ EST PITS REQUESTED BY: LOCATION: OBSERVATION PITS Gerry Ja_oksASL Audobon Road Northampton, MA NAILING ADD DATE: -10- Lot #8 *1 6" OTS 10' 8' OBSERVER: De 8 Grey sand silt 3 1/2 ' oarse sand gravel 1/2 ' mixed sand/some boulders Groundwater 8 1/2' Pero Rate 15 m/i 9 fil 3" OTS 24" Silt ,5 2 Mixed sand, till, boulders Groundwater Pere Rate 4 1/2 ' je J Snhin iced nal ,travel 4 ' 3' Groan Aga ter Peir Ratr 27 . 6 • Overnight Test 11 ' Lot 9 83 3" OTS 8" Silt 9 . 3 Mixed sand, till , boulders Group Water 81 , Pere Rate 26. 3 mti ALMER HUNTLEY, 11R, E1 ASSOCIATES, INC. SURVEYORS ENGINEERS . PLANNERS