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124 Septic Perc Tests 2002 ksio COLD SPRING ENVIRONMENTAL CONSULTANTS,INC. ALAN E. WEISS,MS- Liccnsoa Shc Professional Rcgislcred Sanitarian Hydrogeologisl President -Subsurface investigations 350 Old Enfield Rd. -2 I E Sire Investigations Relchenown, MA 01007 -Pollution Reneed tion clntagss[s and 13)323-595]&323-4916(FAX) Septic-Percolation Commonwealth of Massachusetts M0in atu3 , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal FORM 11 - SOIL EVALUATOR FORM Page 1 of 3 Date: gla Performed By: R_CdeSr-yS�� Witnessed By. P Mc f flLcciA) Date: I2_4 Cass P—{ , 'Jew Construction L Repair ©� Office Review aR„Roe Tckplac/ Published Soil Survey .Available: No Yes Cf Year Published Itb( Publication Scale 1115,Qy� Drainage Class Mob -iizaVtn Soil Limitations c( 2,s-e Surficial Geologic Report Available: No Yes L Year Published Publication Scale Geologic Materiai (lvlap Unit) Landform Flood Insurance Rate Map: tom// Above 500 year flood boundary No LJ Yes Within 500 year flood boundary No F Yes LJ� Within 100 year flood boundary No LYes E Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month Range :Above Normal Other References Reviewed Normal Norma( R DEP APPROVED FOItM• t1107/95 ZeW43 0!1!� Sr", i-t, 4r3 - Sg4 -7 3? Soil Map Unii tgb FOR;\1 11 --SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lol No. (Z y Cross Rh- On-Sit to Review Deep Hole Number Ij Date: Y Time ` PoC(rt Location (identify on site plan) Land Use 5 �' Slope (%I t' ( _. to Vegetation •w on • Surface Stones Landform Position on landscape (sketch on the back) Distances from: Open Water Body i oe 4 feet Drainage way .;co'+ feet Possible Wet Area Bb` 4 feet Property LinE8 -5 ' Drinking Water Well ice FF feet feet � Other ... Weather DEEP OBSERVATION HOLE LOG' Depth from Soil Horizon Soil Texture Soil Cola (USDA) IMunselll - cc ° A P FS1, (U- 3C Rrs3 Esc_ 36-nZ Ls Surface (Inches) Soil Daher Mo¢ling {Strucure,Stones.Boulders, Consistence, % Gravel) r Pira(,V- 1 (002K P� ;ek3Lec ( TOD Fr-e SAP uh(( Sof44. Parent Material (geologic) —Sgr Ra^er f ref _.. k ;I Depmto Bedrock: (R T Depth To Groundwater: Standing Water in the Hole: JD'( �p Weeping from Pit Face: Aim Estimated Seasonal High Ground Water: bc,II DEP APPROVED FORM-12/07/95 1 FORM 12 - PERCOLATION TEST Location Address or Lot No. /2I (er, Pc/411 COMMONWEALTH OF MASSACHUSETTS 1J9ai 16 , Massachusetts Minimum of 1 pe colation test must be per ormed in both the primary area AND reserve area. Site Passed Performed By: Witnessed By: Comments: _.. Site Failed ❑ Ps, .1f.1-e ( S5t, 13z cP, t V tztua ,) DEP APPROVED FORM-12/07/95 Percolation Test* Date: .. K. i- .-ICYZ- Time:, Observation Hole # 3 Depth of Perc Start Pre-soak 9'. 21 q ,SD End Pre-soak Time at 12" CO 4 c !O',0S- Time at 9" I 0'. Oa 10;23 ID; `f (o Time at 6" 0 '.I3 Time (9"-6") I 23 Rate Min./Inch .S- 00.3 Q N,o L a- Vw Minimum of 1 pe colation test must be per ormed in both the primary area AND reserve area. Site Passed Performed By: Witnessed By: Comments: _.. Site Failed ❑ Ps, .1f.1-e ( S5t, 13z cP, t V tztua ,) DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. 12.4 ('S- c> pa . Determination for Seasonal High Water Table Method Used: Depth observed standing in observation hole .. ...... inches ,/Depth weeping from side of observation hole ..... . inches Hi-Depth to soil mottles Gov. inches Ground water adjustment feet 11 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? `w5 If not, what is the depth of naturally occurring pervious material? Certification I certify that on -NJ-e 4C- (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 FOR51-12/07195 Date ALAN E.WEISS 10 m REG. *933 z R h. MORMONS PERCOLATION TEST(S) Time: — Observation Hole p1 Observation Hole gy Depth of Perc Depth of Perc Start Pre-soak Start Pre-soak End Pre-soak End Pre-soak Time at 12" Time at 12" Time at r Time at 9' Time at 6" Time at 6' Time(9"—6°) Time(9'—6") Rate Min/Inch Rate Min/Inch t'.1T'iTllniww Performed by Witnessed by Performed by Witnessed by • NORTHAMPTON BOARD of HEALTH- Title 5- Site Review Location Address or ,';q Cis, ow wil" Owner Date \-- 4d14/0 Sail Horizon Owners Address Address Sal Color (Mermen) Engineer I Weather Phone# Land Use I 1 ii,Slope Surface Stones Landform Parent Matrai(geoogi) V ,station Start Time Distances Step Tirne PoyMm cm Landscape(sired)co thetad) Drinking Water Well feel Property Line fe• Open Water Body feet Possible Wet Area feet Drainage Way feet Other fe DEEP OBSERVATION HOLE LOG* ueep now a MIUUIUA zr r nt nut-co,a=t•tnnco As cvcn ir rn..n,.........um-.,.....,....... Depth from Surface(Inches) Sail Horizon Sod Texture (USDA) Sal Color (Mermen) Sol Mauling Other (Strucure,Stones.Boulders,Consistency,%Gravel) D - 7 _7(. • I 1 h- , D /� ° V Parent Matrai(geoogi) Parent Mahal(geologic) 1 I Depth to Bedrock I Depth to groundwater. Standing Water in the Hole I Weeping from Pit Face Estimated Seasonal High Ground Water • DEEP OBSERVATION HOLE LOG* 'MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA ...Depth from Surface(Ines) Soil Horizon Soil Texture (USDA) Soil Color (Mansell) Soil Ming Other (Structure,Stones.Boulders,Consistency,%Gravel) Parent Matrai(geoogi) 1 I Depth to Bedrock Depth byroundwater Standing Wafer in the Hole I Weeping from Pd Face I Estimated Seasonal High Grand Water NORTHAMPTON BOARD of HEALTH- Title 5-- Site Review Location Address or //{{ 6 ,* owner .(_ , /, � , , UI"rt,'^'V` Lot# /)I((47‘54,k v /�1,� ii�n1l1� Date / i 'i 0)._ Time Owner's "I 1 I _ Address Engineer 1 Q-A wll. th 4 Weather ;_,Q1-w C t Phoned Land Use // %Slope Surface Stones Landform V,ietafion Start Time Poeifi i on Landscape(sketch on the bade) Distances Stop Time Open Water Body feet Drinking Water Well feet Property Line fer Possible Wet Area feet Drainage Way feet Other fe' DEEP OBSERVATION HOLE LOG* Deep Hole N: / 'MINIMUM OF TIVO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA -- Depth tarn Sol Hamer Sod Text,re Soil Color Sae Other Siwace(lodes) (USDA) (Munsell) Mottling (Sbudure.Stones,Boulders,Consistency,%Gavel) o_ iI) LS i , - , Parent Matti(geologic) 1 1 Depth to Bedrock 1 Depth to groundwater. Standing Water in the Hole 1 Weeping from Pit Face 1 Estimated Seasonal High Ground Water DEEP OBSERVATION HOLE LOG* #: Deep Hole 'MINIMUM OF TWO HOLES REQUIREDATEVERYPROPOSED DISPOSAL AREA Dept from Sod Horizon Soil Texture Sod Color Sod Other Surface(Indies) (USDA) (Manse)l) Muffing (Structure,Stones.Souders,Consistency,%Gavel)1 L1 I f 1—1 ` J / c I T- irf ) 5. t2, 17 4�i1 fij i)J it Parent Mabial(geobgic) 1 1 Depth to Bedrock I Depth to groundwater. Standing Water in the Hole 1 Weeping from Pd Face I Estimated Seasonal High Ground Water Y.Ell May 21, 2002 Northampton Hoard of Health RE: Septic System Installation Inspection 124 Cross Path, (Residence) On this date the writer inspected the installation of a Soil Absorption System (septic system) . The writer found the installation to be complete (except for completion of cover material and final fill) and in compliance with our plans and 310 CMR 15 . 000. The installer representative (JC Construction, Jim Dimas) and my inspection noted that the system was built properly, in accordance with the state regulations and our plans. Sincerely, Cold Spring Environmental consultants, Inc. an E. Weiss, M.S. , L.S.P. resident Principal Hydrogeologist Licensed Site Professional #6442 Registered Sanitarian #933 r old Spnn6 Environmental 15001E Enfield Road 9dclnr1010.Ma.01007 413.121.5457,ohmic 01,323-016.4* TDTRL P.01