Loading...
709 Septic Soil & Perc Tests F COLDSPRING ENVIRONMENTAL CONSULTANTS, INC. ALAN E.WEISS, Licensed S;e Professional L.S.P. Hydr geol Sanitarian Hysiden1 ogist President 350 Old Enfield Rd. 5olchenown,MA 01007 (413)3234957&323-4916(FAX) -Subsurface Investigations 21E Site Investigations Pollution Renedation *Percolation Tests and Septic Designs FOR11 II - SOIL EVALUATOR-PORN! Page 1 of 3 Commonwealth of Massachusetts Na2TNflw-P7aa , Massachusetts Soil Suitabili Assessment or On-site Sewn e Dis i osal Performed By: A UI ele" Witnessed By_ P. N'c B2-U .M Date: �131f( to o0/1 Aee.ET;or La r ` et Ptcrtrg va Q i on A; Vew Construction (_I Repair Ly' Office Review Published Soil Survey Available: No Publication Scale hediea`Io Stave Soil Limitations SP-4&.v°( Nt CA) Surficial Geologic Report Available: No Ff S es Year Published Publication Scale Geologic Material (Map Unit) Landfomt Flood Insurance Rate Map: Year Published Drainage Class Date: Csi13iot cam. bEOQ(c,NIJ qq,t.�.+ )(ha FL:4NDp¢S Rldreav / Tekp ore i 76 tZe&'cc /Ln Wefn-I4MercLi, Ater.. 010 ‘C Yes 217 Above 500 year flood boundary No _ Within 500 year flood boundary No Within 100 year flood boundary No \Reiland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS) Month Range :Above Normal 1 iNormal �rt�pelr..T Normal 1 Other References Reviewed: Yes L1��es "Yes DLP APPROVED FORM- '2107195 Sod Map Unit tPG C- FORM 11 -SOIL EVALUATOR FORAM Page 2 of 3 Location Address or Lot No. Req Fri,cAcike-e. RD- On-site Review Deep Hole Number k 41- Date: �'1I'slol Location (identify on site plan) Land Use _ .a-1- _ Vegetation Slope (%),S_____Surface Stones 5001.6 . .t r - Time: y`-cc Weather SJN °:°ct Landform Position on landscape (sketch on the back) Distances from: Open Water Body Welk feet Possible Wet Area I6 '+ Property Drainage way (O' feet C Drinking Water Well IDO it feet Property Line /�/ feet eet Other il2w'.a DEEP OBSERVATION HOLE LOG' Sail Horton Soil Tema (USDA) Soil Color Soil (Mansell) Mauling (Structure, Stones. 3ulders Consistency, % Gravel) ic¢i4bC, (.kr io,nnle, SY2SI ��. FtK. MED -54. / c .ntc tette,rciobLec tS1ors Frslo Lt. -10. ° fccd.4 noes/6 - (LH Keb . 58HDfTcc_ % C.vubd S-5 51tns Parent Material (geologic) (p JILL. Depth to Groundwater- S landing Water in the Hate: )7Z. t I le " Estimated Seasonal High Ground Water: IoC f Gjz rn ruse DEP APPROVED FOA\I-12107195 Dephtoeedmck: /06i+ Weeping from Pit Face: FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. '70°1 FRorc.uz_ 49, Determination for Seasonal High Water Table Method Used: Depth observed standing in observation hole..... inches H� Sleuth weeping from side of observation hole .. . inches "I Depth to soil mottles ba9*?vfnches I 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? ye 5 If not, what is the depth of naturally occurring pervious material? Certification I certify that on J°re Ss (date) I have passed the soil evaluator examination approved by the Departrhent of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.01 .L Signature DEP APPROVED FORM- 12/07/95 Date L' /o rm ALAN E.KISS <, io REG. #933 Location Address or Lot No. FORM 12 - PERCOLATION TEST 76? I e.ke& c e; COMMONWEALTH OF MASSACHUSETTS , Massachusetts 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: P. ,KcEYLt✓"ni DEP APPROVED FORM-12/01/95 Percolation Test' Date: . (0/3J6t Time:, Observation Hole Depth of Perc q(Ok 1� Start Pre-soak i6, 11 End Pre-soak IC'.SS- Cj V Time at 12" IC) 35- Time at 9" /O .S3 IL 27_ e C '. L Time at 6" Time (9"-6") 2'1 on, a Rate Min./Inch ( D� �� 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: P. ,KcEYLt✓"ni DEP APPROVED FORM-12/01/95 PERCOLATION TEST(S) Time: lime: Observation Hole #1 Observation Hole #2 Depth of Perc Depth of Perc Start Pre-soak R.? Start Pre-soak End Pre-soak End Pre-soak Time at 12" Time at 12" - L Time at 9' , ( Time at 9' Time at 6" - Time at 6' Time (9"—6') _ lime(9'—6') Rate Min./Inch ( 0 i, i - Rate Min./Inch 'minimum of 1 percolation test must be performed in both the primary area AND reserve area. ". ■ • • • Performed by , Performed by Witnessed by Witnessed by Comments: NORTHAMPTON BOARD of HEALTH- Title 5-Site Review Location Address or Lot# Owner Date / 2 ,, Time Depth horn Surface(Inches) Owner's Address oo / G)7. . . Engineer 1 Weather m r Phone Land Use %Slope 1 Surface Stones Parent matt(geologic) I 1 Depth to Bedrock 1 w r Landform 1 Weeping from Pit Face 1 l .', etation Start Time - PosNdhon (nkotontebacLJ Distances Stop Time Open Water Body feet Drinking Water Well feet Property Line feet Possible Wet Area feet Drainage Way feet Other feet Deep Hole#: DEEP OBSERVATION HOLE LOG' 'MINIMUM OF IWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Depth horn Surface(Inches) Sal Hdimn Sera Texture (USDA) Son Color (MUrtw1� Sod Mottrg Other (Structure,Stones.Boulders,Consistency,%caved m r J '- Parent matt(geologic) I 1 Depth to Bedrock 1 w r Depth to groundwater, Standing Water in the Hole 1 Weeping from Pit Face 1 l .', Estimated Seasonal High Ground Water (--(,- • DEEP OBSERVATION HOLE LOG` °--r••°•°^• MINIMUM Or trio UULESREQVIRED AT EVERY PROPOSED DISPOSAL AREA Depth from Surface(Inches) Sol Hearne Sol Texture (USDA) Son Color (Munson!) Son WON Other (Stnicture,Stones.Boulders,Consistency,%Gravel) Parent Ma&ial(geologic) 1 1 Depth to Bedrock 1 > V Depth to groundwater. Standing Water in the Hole 1 .Weeping from Pd Face i -'r. Estmated Seasonal High Ground Water "----- , ,