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Home My WebLink AboutSoil Testing Results - 730 WINTER STREET 12/5/2011 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENTAND SERVICES HEAI,TH DEPARTMEN"I' 1600 OSGOOD STREET; BUILDING 20; SUITE 2•36 NORTH AN 'S 01845 S S usan V.Sawyer, REHS,RS 97 .688.9540 Phone Public Health Director 97 .688.8476 - FAX he tilde pE qgfijoLqhandovercorn 1'4" F t4ORI'11 MMOVE�V 'olArnol"northandover.com APPLICATION FOR SOIL KAL.Tli 0,EPARTMENI" I DATE: DEC. 5, 2011 MAP& PARCEL- 1 04.A / 8 dp LOCATION OF SOIL TESTS: Front Yard )7 ' OWNER: William- Bonnell, tr Contact#: 978-888-7134 APPLICANT:William Bonnell Contact#:-- ADDRESS: 14 London St, Apt 2, Lowell ENGINEER: Atlantic Engineering Contact#: 978-352-7870 CERTIFIED SOIL EVALUATOR: John Paulson SE1871 Intended Use of Land: Residential Subdivision Single Family Florne Commercial Is This: Repair Testing: Lot Testing for Addition:E] In the Lake Cochichewick Watershed? Yes I== No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM Proof of land ownership(Tax bill,or letter from owner permitting test) 8.5"x 11"Plot Plan& Location of Testing(Please indicate test pit sites air the Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$360.00 per lot for repairs or upgrades. GENERAL INFORMATION Only Certified Soil Evaluators may perform deep hole inspections. Only Mass, Registered Sanitarians and Professional Engineers can design septic plans. At least two deep holes and two percolation tests are required for each septic system disposal area. Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH representative. Full payment will be required for all additional tests within two weeks of testing. Within 45 days of testing,a scaled plan(no smaller than 1"-100')shall be submitted to the Board of Health showing the location of all tests(including aborted tests). Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line ........... N.A. Conservation Commission Approval Date- Signature of onsert,ation Agent: Date back to Health Depariment: (stamp iq).- Cq� C e a a , 1 , LT 4Y 4 Al F� 7 W&& a ,DelleChiaie, Pamela From: Isaac Rowe [irowe @millriverconsulting.com] Sent: Thursday, December 15, 2011 8:35 AM To: 'Susan Sawyer(ssawyer @townofnorthandover.com)' Cc: DelleChiaie, Pamela; 'Dan Ottenheimer'; 'Marianne Peters'; rburley @millriverconsulting.cam; Subject: Soil Test Results -3321 Raleigh Tavern Rd & 730 Winter , ...,.. J g St Attachments: 332 Raleigh Tavern Road -Soil Test Results 12-13-11. df; 730 Winter Street`�,Soil Test Results 12-14-11.pdf �" ' Susan, Attached are the soil logs for the above referenced properties. Atlantic Eng was very professional and a pleasure to work with. Please let me know if you have any questions. I also dropped off that soil sample for Cricket Lane. Thanks, Isaac M. Rowe, R.S. Project Manager Miff River `oiiis kilt in 6 Sargent Street 1 „,,,.,,,,, �, ;, ;;, ';' ;,,;. r //rr r„ .,.✓ /; / //ii//a/r � ;i/ rr r ri r/%///iii//�/i ,,,,,<: ,cr .:/,� ,,:,:, ,, ,” it /%1"rr .✓„,,, � „� ////:. r �//,:r�,�,,/,� // // ii /rr e�r// „� r r r. / r ✓ r � r r r / / /r / r/, / r , r //r / / r r r / ✓ l l tia } r., IQ VN f e v � r ” _ C a,k1&SD r Z l0 T-J) AA- _ __ I-eb 14 12 02:15p Colleen Piepiola 1-978-352-9940 p.1 FORM 11-SOIL EVALUA11ON FORM Page 1.of 3 No:A-1131-02 Date:12/14/2011 Commonwealth of Massachusetts N. Andover,MA. Soil Suitabilitil Assessment Lor On-Site Sewage Disposal Performed By: John Paulson Date 12/1:1/2011 Witnessed By: Isaac Rowe-Mill River Consultin Location Address:730 Winter Street Owner's Name, Diamond Realty Trust or Lot#: MAP 104-A LOT 89 Address,and C/O William Bonnell Telephone# 14 London St.-apt 2 New Construction 0 Repair 0 Lowell,kla 01852 978-888-7134 Office Review: Published Soil Survey Available: No D Yes Year Published 1981 Publication Scale 1:15840 Soil Map Unit:31 Draiatage Class B Soil Limitations CbD-CANTON Surficial Geological Report Available: No 0 Yes ❑ Year Published Publication Scale Geologic Material(Map unit) Land Form Flood Insurance Rate Map: Above 500 year flood boundary No ❑ Yes Within 500 year flood boundary No Yes 11 Within 100 year flood boundary No Yes ❑ Wetland Area: National Wetland Inventory Map(neap unit) Wetlands Conservancy Program Map (map urdt) Current Water Resource Conditions (USGS):Month:January Range: Above Normal 0 Normal ❑ Below Normal ❑ Other References Reviewed: 11•:11 APPH.-M-T 1�0�'%l -, 13 0r'O." Feb 14 12 02:15p Colleen Piepiora 1-978-352-9940 p.2 FORM 11 -SOIL EVALUATION FORM Page 2 of 3 Location Address or Lot No, 730 Winter St. On-site Review Deep Hole Number TP-1 Date 12/14/2011 Time am Weather-ac. Location(identify on site plan) Land Use Residential Slope(%)0u3 Surface Stones VegetafionLawn Landform Outwash Plain Position on landscape(sketch on back) Distances from: Open Water Body 60'+ feet Drainage Way na feet Possible Wet Area 60'+ feet Property Line 20 feet Drinking Water Well NA feet Other DEEP OBSERVATION HOLE LOG'S Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (USDA) (Munsell) Mottling (Structure,Stones,Boulder, Consistency,%Gravel) 0-19 FILL 19-23 A SL 10YR-3/2 23-36 B SL 5YR-4/6 36-90 C-1 SL 10YR-6/6 REFUSAL 56 MOTTLES WEEPING 70 INII VINIUNI OF T;V0 HOLES AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic):Glacial Ouhyash Depth to Bedrock:90 Depth to Groundwater:Standing Water in the Hole:NA Weeping from Pit Face: 70 Estimated Seasonal High Ground Water:56 DEP APPROVED FORM-12/07/95 FORM 11-SOIL EVALUATION FORM Feb 14 12 02:15p Colleen Piepiora 1-978-352-9940 p.3 Page 2 of 3 Location Address or Lot No. 730 WINTER ST On-site.Review Deep Hole Number TP-2 Date 12/14/2011 Time am Weather P.C. Location(identify on site plan) Land Use Residential Slope(%)0!3 Surface Stones YES Vegetation LAWN Landform Outwash Plain Position on landscape(sketch on back) Distances from: Open Water Body 601+ feet Drainage Way na feet Possible Wet Area 60'+ feet Property Line 60 feet Drinking Water Well NA feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (USDA) 0-11) Mottling (Structure,Stones,Boulder, Consistency,%Gravel) 0-21 FILL 2144 B SL 5YR-4/6 44-120 C-1 SL 10YR-6/6 66 MOTTLES 'NUNIMUM OF TWO HOLES AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic):Glacial Outwash Depth to Bedrock:N/A Depth to Groundwater:Standing Water in the Hole:NA Weeping from Pit Face: 78 Estimated Seasonal High Ground Water:66 iwDull ArrROVED FORNI-12/07/95 '.. Feb 15 12 04:04p Colleen Piepiom 1-978-352-9940 p.1 FORM 11-SOIL EVALUATION FORM Page 3 of 3 Determination for Seasonal High Water Table 730 Winter Street Method Used: ❑ Depth observed standing in observation hole none inches ❑ Depth weeping from side of observation holes ■ Depth to soil mottles ❑ Ground water adjustment none feet Index I'Vell 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 adsorption system? Yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on July 1995 (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,expertise and experience described in 310 CMR 15.017. Signatui4� Date 1371 DEP APPROVED rORhf-12107/95 Feb 14 12 02:16p Colleen Piepiora 1-978-352-9940 p.4 FORM 12-PERCOLATION TEST COMMONWEALTH OF MASSACHUSETTS N. ANDOVER, Massachusetts Percolation Test- 730 WINTER ST Date 12/14/2012 Observation Hole # P-1 Depth of Perc 42 +17 Start Pre-soak 10:00 End Pre-soak 10:15 Time at 12" 10:15 Time at 9" 10:23 Time at 6" 10:35 Time (9"-6") 12 Rate Min./Inch 4 Site Passed ■ Site Failed ❑ Performed By: John Paulson &Bob Lynch Witnessed By: Isaac Rowe-Mill River Consulting Comments: