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HomeMy WebLinkAbout0082 LIBERTY LANE - Health 82 LIBERTY LANE, M. MILLS A=124-004-6\10 FORM 11 - SOIL EVALUATOR FORM PAGE 1 Job No. B000-2671 Date: 4/7/00 Commonwealth of Massachusetts Barnstable, Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: David C. Bennett, RS -BENNETT& O'REILLY, INC. Witnessed By: Gerry Dunning, RS -Barnstable Health Department Location Address or Lot Number: Owner's Name,Address and Tel.Number: 82 Liberty Lane Lawrence Katz (Buyer) Marston Mills, MA 20 Laurel Drive (Map 124, Parcel 4-10) Tabernacle, NJ 08088 (609)268-7434 New Construction: X Repair: Office Review Published Soil Survey Available: No: Yes: X Year Published: 1993 Publication Scale: 1:25,000 Soil Map Unit: EaC Drainage Class: Eastchop Soil Limitations: Excessively Drained/Droughty/Poor filter Surficial Geologic Report Available: No: Yes: X Year Published: 1986 Publication Scale: 1:100,000 Geologic Material (Map Unit): Qmp Mashpee Pitted Plain Landform: Glacial Outwash Flood Insurance Rate Map: Above 500 year flood boundary No: Yes: x Within 500 year flood boundary No: x Yes: Within 100 year flood boundary No: x Yes: Wetland Area: None -Not Applicable National Wetland Inventory Map (map unit): Round Pond: POWH Wetlands Conservancy Program Map (map unit): None Current Water Resource Conditions (USGS): Month: March 2000 Range: Above Normal Normal X Below Normal Other Referenced reviewed: USGS Topography Quad Map CCPEC Groundwater Contour Maps r - FORM 11 - SOIL EVALUATOR FORM Page 2 Location Address or Lot No. 82 Liberty Lane -Marston Mills On-site Review Deep Hole Number: TP-1, TP-2 Date: 4/6/00 Time: 10 AM Weather: Overcasts/Cool Location(identify on site plan): See Site Sketch Plan(attached) Land Use: Residential Slope (%): 3-5 Surface Stones: Rare Vegetation: Wooded Vacant Lot Landform: Undeveloped upland Position on Landscape: See Site Sketch Plan(attached) Distances from: Open Water Body: 100' + Drainageway: 100'+ Possible Wet Area: 100' + Property Line:10'+ Drinking Water Well: 100' + Other: DEEP OBSERVATION HOLE LOG TEST HOLE NO: TP-1 and TP-2 Depth from Surface Soil Horizon Soil Te7Rure Soil Color Soil Mottling Other (inches) (USDA) (munsell) (Description) TP-1: 0-8" A Loamy Sand 10 YR 4/2 None Topsoil 8-26" B Loamy Sand 10 YR 6/6 None Subsoil Grading to Silt Loam in Part 26-132" C1 Sand 10 YR 8/3 None Coarse Gravelly with some fines TP-2: 0-6" A Loamy Sand 10 YR 4/2 None Topsoil 6-36" B Loamy Sand 10 YR 6/6 None Subsoil Grading to Silt Loam in Part 36-132" Cl Sand 10 YR 8/3 None Coarse Gravelly with some fines Parent Material (geologic): Glacial Outwash Sand Depth to Bedrock: 200+feet Depth to Groundwater: No Groundwater Encountered Standing Water in the Hole/Weeping from Pit Face: None Estimated Seasonal High Ground Water: No groundwater encountered I FORM 11 - SOIL EVALUATOR FORM Page 3 Location Address or Lot No. 82 Liberty Lane - Marston Mills. MA Determination for Seasonal High Water Table Method Used: Not Applicable- No Groundwater Encountered Depth observed standing in observation hole NA inches Depth weeping from side of observation hole NA inches Depth to soil mottles NA 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: Cl Soil Horizons TP-1 and TP-2 If not, what is the depth of naturally occurring pervious material? NA Certification: I certify that on November, 1994, I passed the 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. Si natur g .M1 Date 4/7/00 4 � FORM 12 - PERCOLA TEST Location Address or L t No. Lot HC-102 Sea Pines Road -North Chatham c 0 rfq_4 CommO EALTH OF MASSACHUS PERCOLATION TEST G Date: 4/6/00 Time: 10:30 - 11:00 am Observation Hole No: TP-1 (Cl) TP-3 (C-1) Depth of Pere 36-54" 48-66" Start Pre-soak 0:00.00 00:00.00 End Pre-soak 8:10.0 8:40.0 Time at 12" NA: 24 gal> 15:00 NA: 24 gal> 15:00 Time at 9" Time at 6" Time (9"-6") Rate Min./Inch <2 minutes per inch < 2 minutes per in Soil Suitability Assessment: Soil Passed X (see comments) Site Failed Performed By: David C. Bennett, RS -BENNETT & O'REILLY, INC. Witnessed By: Gerry Dunning, RS -Barnstable Health Department Comments: The sand encountered at the C-1 Horizons at Test Pit 1 and Test Pit 2 can be used to support a subsurface sewage disposal system. No guarantee or warranty of site development,beyond that which is specifically stated herein,is expressed or implied by the soil testing conducted. SITE SKETCH PLAN SOIL SUITABILITY ASSESSMENT .......... .._.... �o y � r \� D 3 ' ® Wiz__ '+ j�oad bye ©►d