The URL can be used to link to this page

60 perc test 1997 • DAVIS ENGINEERING COMPANY Registered Land Surveyors and Civil Engineers RR Crafts Are. Hear of Realth Oily Roll Hsethaptm, Maas. Gatlenens I have node a pereolstim test at lend of John Galenat on Colntay MV. Northampton, Lot 12, ad flad the followings Soils No top soil, as the lot hes been stripped for constrainers. Subsoils Medium grey-Drown send, a little silt. Hole was 96e deep. Percolation Rates 1e in 6 minutes. Very truly yours, Ater Settler, Jr., Reg. Board of Health City Hall Northampton, Mass. Gentlemen: DAVIS ENGINEERING COMPANY Registered Land Surveyors and Civil Engineers 7317900, tM6SS PL C 30 Crafts Ave. NCR.NAMP.oN, MASS.Jlfly 31 .,1963 I have uncle a percolation test at land of John Gelanek on Country Way, Northampton, Lot 32"{ and find the following: Soil: No top sou, Baas the lot has been stripped for construction. Subsoil: Medium grey-brown sand, a little silt. Hole was 36" deep. Percolation Rate: 111 in 6 minutes. Very truly yours gec— /L - Almer Huntley, Jr., Reg tarian 0 . (a ectiecet if GBr- ii Ctwf T4,,. %1iL.e,t /Ja do t,t,C An, 4 d3 y Location Address or Lot No. Cou n-f f/ way FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 On-site Review Deep Hole Number 177-1.. Date: "z--97 Time: ID:I S Weather wcrcasY Location (identify on site plan) Land Use _._.Laws. ....... .... . Slope (%) I -2 Surface Stones __ None„ Vegetation &va s Landform .._Tian.+- Tee-facue- Position on landscape (sketch on the back) I 1 Distances from: Open Water Body 2004 feet Drainage way 2004 feet Possible Wet Area 200+ feet Property Line 30. feet Drinking Water Well 2°0+ feet Other DEEP OBSERVATION HOLE LOG' Depth from Surface(Inches) Soil Horizon Soil Tenure (USDA) Soil Color (Munsell) Soil Mottling Other (Structure,Stones,Boulders, Consistency, % Gravel) D- 16" PILL 54ND — None. IC, -ZO` A LS I6'1R3/Z None Prra,(c, worn., 20-Zb` Li SAND I0YRI/6 None Fr;a6Ix, enassnie- 2842" G ( I F gN1, 2,5/5/4 Nonc Loose 91- 120 C 2 M- F 5#ND 2.5 672_ Monc Loosa- Parent Material (geofogicl DepthtoBadrock: Mont Depth to Groundwater: Standing Water in the Hole: None, Weeping from Pit Face: n4 Estimated Seasonal High Ground Water: > 120" DEP APPROVED FORM(-13'07/95 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 Nor-kin a,.,p-I-on , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By Mack 'Thompson Witnessed By: PJcx McEr(gih Date: ,-2-97 Loven A4*ai La• ‘o COL) t4ry WAy New Construction ❑ Repair o.R,:x. . /�o6e.+ mod;+ Ilisle T.epx, 440 Rj ev Road Wes+ or+ , Mq oz790 (5087)636- 2213 Office Review Published Soil Survey Available: No ❑ Yes Year Published Drainage Class Wel) braneck Soil Limitations perc5 Slowly 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 Eves ❑ 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) 1981 Publication Scale / ( /5840 Soil Map Unit Pc,C Current Water Resource Conditions(USGS): Month Range :Above Normal ❑Normal ❑Below Normal ❑ Other References Reviewed: DEP APPROVED FORM-11107195 HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 FORM 12 - PERCOLATION TEST Location Address or Lot No. 6,0 (oun4r y Way COMMONWEALTH OF MASSACHUSETTS Massachusetts Minimum of 1 pe colation test must be performed in both the primary area AND reserve area. Site Passed a Site Failed ❑ Performed By: /4kEK T%-IOMp5OPJ Witnessed By: PE--Mg.. /tic E cm!N Comments: .. DEP APPROVED FORM-13101/95 Enw HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 Percolation Test` Date: . . 6-Z-97 Time:, 10:27..... Observation Hole # r)-1 Depth of Perc 53„ Start Pre-soak /0 :28 End Pre-soak (0 : 43 Time at 12" 10 .4400 Time at 9" /0. 44 . 50 Time at 6" 10 : 4550 Time (9"-6") i M /nl Rate Min./Inch < 2 Mw/ln) Minimum of 1 pe colation test must be performed in both the primary area AND reserve area. Site Passed a Site Failed ❑ Performed By: /4kEK T%-IOMp5OPJ Witnessed By: PE--Mg.. /tic E cm!N Comments: .. DEP APPROVED FORM-13101/95 Enw HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 FORM II - SOIL LVALUATOR FORM Page 3 of 3 Location Address or Lot No. GO Coun4ry V.Jc.y Determination for Seasonal High Water Table Method Used: Depth observed standing in observation hole > 120 inches ❑ Depth weeping from side of observation hole inches Z Depth to soil mottles 2_IZO ' inches ❑ Ground water adjustment feet Index Well Number Reading Date 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 If not, what is the depth of naturally occurring pervious material? Certification I certify that on 4-29- 97 (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 DEP APPROVED FORM-12/07/95 HOWARD ENVIRONMENTAL SERVICES 750 NORTH PLEASANT STREET, REAR AMHERST, MA 01002 (413) 256 - 8008 j . .._,.. _ >.._. ... FORM 13 PERCOLATION COT Loseuon Address or tot No. - -. COMMONWEALTH'OF MASSACHUSETTS .Massachusetts Observation!1hr Naie E 3 _ 53 - ,- .pro -- "- End Pre-soak r at 13• S Time at 9• r at s• Time 19•-e1 111113111.S11 Nate/AIL/Inch -- L� •Minim=of tpedcWtlon teit must b.perermed In both the reserve area. primary area AND Ste Passed ❑ She Faded ❑ • _ Pnfuned 8Y: Wa eseed 8y. Comments: IR • On-Site Review Location Addressor Lot# ' ✓. . I /L^ U ey ri/7.✓l "rk-e_k__ D Hole Number Date A. _ 7 r Time ^? s^- Weather ri Location(identify on site plan) Cr^rte-∎ Land Use Slope(%) I I Surface Stones Vegetation A d-Attr Landform Position on Landscape(sketch on the back) Distances from Open Water Body feet Drinking Water Wei feet Properly Line feet Possible Wet Area feet Drainage Way feet Other feet DEEP OBSERVATION HOLE LOG' Deep Hole#: VI MUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DI POSAL AREA Depth lmm Surface(Inches) Soi Horton Sot Tulin (USDA) Sat Cebr Sot Moiling Other (Share.Stine;Booklets.Consistency,%Gave) ( ) l - (Tin r. r- .r✓s _. ��r i Parent MaSUI(geo*Vk) I !.": I Depth b Bedrock I Depth b groutlwaler. Standing Water hew Hob /�QNf' /6 ' I Weeping hdn Pt Face I /)///w-`, Estimated SeascS High Ground Water it /4 i DEEP OBSERVATION HOLE LOG* Deep Hole#: 'MINWOM OF TWO HOLES PEW WED AT EVERY PROPOSED DISPOSAL AREA Depth Irom Swtace(Inches) Sal Hadaan Soil) - Scil Matting. Ogler (Sbcese.Slates,Baudas.CmsiStny.%Gmel) Pawn MaWA(pmpaq) - I Depth bBedmck I . s:.. IF muadaaw Sinn( Wale In the Hole - i .. W- .r:tom Pi Face Estimated Seasonal Rah Gland Wale