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Home My WebLink About- Soil Testing Results - 160 CARLTON LANE 4/14/2019 5/14/2019 Date: May 14, 2019 Soil Testing Permit #48304 This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/49547 • " ` •. COMMONWEALTH OF MASSACHUSETTS ❑� �� • TOWN OF NORTH ANDOVER BOARD OF HEALTH I - Thorsen Akerley_ 160 CARLTON LANE is hereby granted a Soil Testing Permit This permit is granted in conformity with the statutes and ordinances relating thereto. Soil Evaluator Contact Number: (978)539-8088C Owner Contact Number#: (978)906-5116 Engineer Contact Number:(978)539-8088 FRANCIS P. MACMILLAN,JR., M.D. Conditions: BOARD OF HEALTH CHAIRMAN 1/2 5/8/2019 Soil Testing Permit 48304 Applicant Thorsen Akerley 978-539-8088 @ csparages@wsengineers.com Location 160 CARLTON LANE NORTH ANDOVER, MA 01845 General Information Owner(if different from applicant) Owner Contact Number Darren Winnie (978) 906-5116 Engineer Engineer Contact Number: Thorsen Akerley (978) 539-8088 Certified Soil Evaluator Soil Evaluator Contact Number: Thorsen Akerley (978)539-8088 Project Details Intended Use of Land Type of Testing: Single Family Home Repair Testing In the Lake Cochichewick watershed? Location of Soil Tests: No Backyard Internal Conditions 1/1 B K 5443 PG 216 QUITCLAIM DEED We, Donald C. Thomas and Dolores J. Thomas,husband and wife,both of North Andover, Essex County, Massachusetts, for consideration paid of Four Hundred Forty Five Thousand and 00/100 ($445,000.00)Dollars, GRANT TO: DARREN S. WINNIE and LAURA L. WINNIE, husband and wife as tenants by the entirety, both of 160 Carlton Lane,North Andover, MA WITH QUITCLAIM COVENANTS r A certain parcel of land with the buildings thereon situated on Johnnycake Street,North a Andover, Essex County,Massachusetts,and being designated as Lot 17A on a Plan of Land entitled, "Plan of Land in North Andover, Mass., showing lot line changes prepared for General Store Trust, Scale 1" =40;, January 15, 1985, Rev. January 29, 1985, Thomas b E. Neve Associates, Inc.," which said plan is duly recorded with Essex North District Registry of Deeds as Plan No. 9741. Said Lot 17A contains 46,335 square feet according z to said Plan and reference may be made to said Plan for a more particular description of said Lot 17co A. 'J Said premises are conveyed subject to and with the benefit of any and all easements, o restrictions, reservations and conditions of record, if any, insofar as the same are now in force and applicable. u o For Grantor's title see deed of Robert A. Krueger, et ux., dated August 27, 1997, recorded with said Deeds at Book Yam,Page m Witness our hands and seals this Z i,)[ day of_ / , 1999. MA Y 26'99 PM2:55 - rn onald C. Thornk Dolores J. Tho s X w Z COMMONWEALTH OF MASSACHUSETTS 0 Essex, ss. 2 / , 1999 Then personally appeared the above-named Dolores J. Thomas and acknowledged the foregoing instrument to be her free act an deed,before me. Notary Pu ic: /r"G.._ J. My commission expires: STATE OF GEORGIA x ss. I % 71999 .Totaun of North Andover, MA May 8, 2019 160 Carlton 5, o Ga�Q d�4 o�t� j Cv,�f j o �! h�fr �f �.4 Car�r�r�(A 07.A-0192.0000.0 �S ra 107.A-0191-0000.0 1"=42 ft Property Information Property ID 107.A-0192-0000.0 Location 160 CARLTON LANE Owner WINNIE,DARREN S MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT Town of North Andover,MA makes no claims and no warranties,expressed or implied,concerning the validity or accuracy of the GIS data presented on this map. Geometry updated 10131/2018 Data updated 10/31/2018 5/14/2019 Payment Receipt • s�rsiL°'gs Town of North Andover, MA $440.00 Paid via Check Note: ck# 3159 - Soil Test 160 Carlton Lane Thanks for using the Online Service Center Thorsen Akerley Soil Testing Permit#48304 May 14, 2019 Repairs or Maintenance Fee $440.00 Total Paid $440.00 Powered by the ViewPoint Cloud platform Receipt number#14995 1/1 SU ILA) of iJ „9 SI of �,U d h2-Z oil C'ut� its aV hiJ--hL -7�2 M OJ 'Z�S 11—0 Idl i vac M X14-U 68 I 88 S e 4A 0 - Commonwealth of Massachusetts City/Town of North Andover ' Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal N ,opOo A. Facility Information Darren Winnie Owner Name 160 Carlton Lane _ 107/ 192 Street Address Map/Lot# North Andover MA 01845 City State Zip Code B. Site Information 1. (Check one) ❑ New Construction ❑ Upgrade ® Repair 2. Soil Survey Available? ® Yes ❑ No If yes: USDA NRCS 421 C Source Soil Map Unit Canton Soil Name Soil Limitations Coarse loamy over sandy melt out till Moraine Soil Parent material Landform 3. Surficial Geological Report Available? ® Yes❑ No If yes: MassGIS Oliver Till or bedrock Year Published/Source Map Unit Till Description of Geologic Map Unit: 4. Flood Rate Insurance Map Within a regulatory floodway? ❑ Yes ® No 5. Within a velocity zone? ❑ Yes ® No 6. Within a Mapped Wetland Area? ❑ Yes ® No If yes, MassGIS Wetland Data Layer: Wetland Type 7. Current Water Resource Conditions (USGS): 6/12/2019 Range: ❑ Above Normal ® Normal ❑ Below Normal Month/Day/Year 8. Other references reviewed: Form 11 -rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 1 of 5 Commonwealth of Massachusetts � — City/Town of North Andover I Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: TP-1 5/24/19 9:OOAM Sunny, 70 42.657409 -71.083138 Hole# Date Time Weather Latitude Longitude: Existing lawn Grass None 0-3% 1. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones, boulders,etc.) Slope(%) Description of Location: 2. Soil Parent Material: Coarse loamy over sandy melt out till Moraine SH Landform Position on Landscape(SU,SH, BS, FS,TS) 3. Distances from: Open Water Body 100+ feet Drainage Way 100+ feet Wetlands 100+ feet Property Line 10+ feet Drinking Water Well 150+ feet Other feet 4. Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed:❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Soil Log Redoximorphic Features Coarse Fragments Soil Soil Horizon Soil Texture Soil Matrix:Color- %by Volume Depth(in) Soil Structure Consistence Other /Layer (USDA Moist(Munsell) Depth Color Percent Gravel Cobbles& (Moist) Stones 0-11 Ap FSL 1OYR 3/2 11-24 Bw FSL 7.5YR 6/8 24-114 C SL 2.5Y 6/4 Additional Notes: Form 11 •rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 5 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: TP-2 5/24/19 10:OOAM Sunny, 70 42.657409 -71.083138 Hole# Date Time Weather Latitude Longitude: 1. Land Use: Existing lawn Grass None 0-3% (e.g.,woodland,agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones, boulders,etc.) Slope(%) Description of Location: Existing lawn 2. Soil Parent Material: Coarse loamy over sandy melt out till Moraine SH Landform Position on Landscape(SU,SH,BS, FS,TS) 3. Distances from: Open Water Body 100+ feet Drainage Way 100+ feet Wetlands 100+ feet Property Line 10+ feet Drinking Water Well 150+ feet Other feet 4. Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed:❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole Soil Log Redoximorphic Features Coarse Fragments Soil Depth(in) Soil Horizon Soil Texture Soil Matrix: %by Volume Soil Structure Consistence Other /Layer (USDA) Color-Moist Cobbles& (Munsell) Depth Color Percent Gravel Stones (Moist) 0-12 Ap FSL 10YR 3/2 12-24 Bw FSL 7.5YR 6/8 24-108 C SL 2.5Y 6/4 Additional Notes: Form 11 •rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 3 of 5 Commonwealth of Massachusetts �1 City/Town of North Andover Form 11 - Soil SuitabilityAssessment for On-Site Sewage Disposal 9 p D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole#TP-1 Obs. Hole#TP-2 ❑ Depth observed standing water in observation hole N/A inches N/A inches ❑ Depth weeping from side of observation hole N/A inches N/A inches ❑ Depth to soil redoximorphic features (mottles) N/A inches N/A inches ❑ Depth to adjusted seasonal high groundwater(Sh) inches inches (USGS methodology) Index Well Number Reading Date Sh = Sc—[Sr x (OWc—OWma),)/OWr] Obs. Hole/Well# Sc Sr OWc OWmax OWr Sh 2. Estimated Depth to High Groundwater: inches E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. 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 ❑ No b. If yes, at what depth was it observed (exclude A and O Upper boundary: 11 Lower boundary: 114 Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches Form 11 •rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 5 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. "-.1 6/13/2019 Sig ature of Soil Evaluator Date Thorsen Akerley/#14016 7/1/2019 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License Erin Kirchner, R.S. North Andover Board of Health Name of Approving Authority Witness Approving Authority Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. Field Diagrams: Use this area for field diagrams: Form 11 •rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 5 Commonwealth of Massachusetts City/Town of North Andover Percolation Test Form 12 G'M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important:When A. Site Information filling out forms on the computer, use only the tab Darren Winnie key to move your Owner Name cursor-do not 160 Carlton Lane use the return Street Address or Lot# key. North Andover MA 01845 r� City/Town State Zip Code Williams & Sparages, LLC (978) 539-8088 Contact Person(if different from Owner) Telephone Number B. Test Results 5/24/19 10:00AM Date Time Date Time Observation Hole# P-1 Depth of Perc 36" + 18" = 54" Start Pre-Soak 9:22 End Pre-Soak 9.37 Time at 12" 9.37 Time at 9" 10:15 Time at 6" 11:10 Time (9"-6") 55 minutes Rate (Min./Inch) 19 MPI Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ Thorsen Akerley Test Performed By: Erin Kirchner Board of Health Witness Comments: t5form12.doc•08/15 Perc Test•Page 1 of 1