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HomeMy WebLinkAboutSoil Testing application and results - Soil Testing Results - 130 REA STREET 7/31/2019 7/31/2010 Date:July 31,2019 Soil Testing Permit #49705 This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/52618 COMMONWEALTH OF MASSACHUSETTS ❑�r TOWN OF NORTH ANDOVER BOARD OF HEALTH 1 benjamin osgood 130 REA STREET is hereby granted a Soil Testing Permit This permit is granted in conformity with the statutes and ordinances relating thereto. Soil Evaluator Contact Number: 1324 4 Grp; .'��24V Owner Contact Number#:858254231842318 Engineer Contact Number:9784351324 FRANCIS P.MACMILLAN,JR.,M.D. Conditions: BOARD OF HEALTH CHAIRMAN 1/2 7/31/201.9 FD"" COMMONWEALTH OF MASSACHUSETTS �.� M TOWN OF NORTH ANDOVER BOARD OF HEALTH I — Date:July 29,2019 Soil Test Application Summary #49705 This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointclaud.com/#/records/52618 Applicant: benjamin osgood Engineer: Ben Osgood Owner(if different): Engineer Contact Number:9784351324 Owner Contact Number: 8582542318 Address: Certified Soil Evaluator: Ben Osgood 130 REA STREET Soil Evaluator Contact Number:9784351324 NORTH ANDOVER, MA 01845 Location of Soil Test: Intended Use of Land: front right corner of property Single Family Home Type of testing: In the Lake Cochichewick watershed? Repair Testing No Conditions(if applicable): 1/1 7/31/2019 .Soil Testing Permit Applicant Location benjamin osgood 130 REA STREET 49705 9784351324 NORTH ANDOVER, MA 01845 @ bosgoodpe@gmail.com General Information Owner(if different from applicant) Owner Contact Number William P. Woodcock& Mary Jane Woodcock 8582542318 Engineer Engineer Contact Number: Ben Osgood 9784351324 Certified Soil Evaluator Soil Evaluator Contact Number: Ben Osgood 9784351324 Project Details Intended Use of Land Type of Testing: Single Family Home Repair Testing In the Lake Cochichewick watershed? Location of Soil Tests: No front right corner of property Internal Conditions 1/1 Town of North Andover, MA July 25, 2019 PIT 11 ry j 098.A-0010 0000.0 �s k i a Pyy'' C♦, {s U48.A 0008�0000.0 4 i 1"=60ft Property Information Property ID 098.A-0009-0000.0 Location 130 REA STREE r Owner WOODCOCK FAMILY REALTY TRUST 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 10f31/2018 Data updated 1013L2018 I i l a.•:'!c:.r,:cF+i.'F.6v:as'-..^,..;::,..7AMJ+_"z�. I _ 8k 12498 P 1 Fi0 �1 19$1 05-26-2011 & 11 : 48a Quitclaim '=meeb �1 We, William P. Woodcock and Mary Jane Woodcock, husband and wife, of 130 Rea Street, North Andover, Essex County, Massachusetts 01845 ("Grantors"), in consideration of less than One Hundred and 00/100 Dollars ($100.00), grants to William P. Woodcock and Mary Jane Woodcock, as Trustees of the Woodcock Family Realty d Trust, under Declaration of Trust dated May 20, 2011 and recorded herewith, of 130 2 Rea Street, North Andover, Essex County, Massachusetts 01845 ("Grantee"), with quitclaim robenanto A certain parcel of land with the buildings thereon situated in said North Andover and shown as Lot#15 on "Plan of Land in North Andover, Mass., for Sherwood Homes, q� Inc., August 6, 1958, Dana F. Perkins & Sons, Inc. Civil Engineers and Surveyors", CC which plan is recorded with North District of Essex Registry of Deeds as Plan #3696, bounded and described as follows: NORTHERLY by land of Henshaw, one hundred fifty feet; EASTERLY by Lot#16, three hundred feet; SOUTHERLY by Rea Street one hundred fifty and 25/100 feet; and WESTERLY by Lot#14, two hundred ninety-four and 31/100 feet. All as shown on said plan and containing 44,790 square feet according to said plan. This deed has been prepared based on information provided by the Grantors and without the benefit of a title search and there is no guarantee except that is has been accurately prepared from the information provided. No title exam was requested or performed. Being the same premises conveyed by Deed dated October 8, 1963 and recorded with Essex North District Registry of Deeds in Book 993, Page 365. Return to: Marybeth McInnis, Esq. 807 Turnpike Street N. Andover, MA 01845 Bk 12498 Pg191 #11981 Witness our hands and seals this 10`h day of May, 2011. zz William P. Woodcock /�4� <t� �t),qv Ma oodcock Commonwealth of Massachusetts Essex, ss On this 101h day of May, 2011, before me, the undersigned Notary Public, personally appeared the above-named William P. Woodcock and Mary Jane Woodcock, proved to me by satisfactory evidence of identification, being (check whichever applies): [ ] driver's license or other state or federal governmental document bearing a photographic image, [ ] oath or affirmation of a credible witness known to me who knows the above signatories, or [Y] my own personal knowledge of the identity of the signatories, to be the persons whose names are si d above, and acknowledged the foregoing to be signed by them, as their free act d ed, vo a ily for its stated purpose. 0- atricia J. Ian, Notary Public My commission expires: 08/30/2013 aFF)CIAL SFAL PAMCIA J. NO�AN NOTARY PU©LIC 004MONY,T&TH CF TT$ #My,;ow.Expires Aug.30,2013 7/31/201,9 Payment Receipt yt�rLea i'tr Town of North Andover, MA $440.00 Paid via Check #918 Note: 130 Rea Street Thanks for using the Online Service Center Benjamin C. Osgood Jr Soil Testing Permit#49705 July 31, 2019 Repairs or Maintenance Fee $440.00 Total Paid $440.00 Powered by the ViewPoint Cloud platform Receipt number#16061 1/1 Commonwealth of Massachusetts ?� ( City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Woodcock Family Realty Trust Owner Name y" 130 Rea Street Map 98A Lot 9 Street Address Map/Lot# �uV 2R North Andover MA 01845 City State Zip Code N NOS°` B. Site Information 1. (Check one) ❑ New Construction ® Upgrade ❑ Repair 2. Soil Survey Available? ❑ Yes ❑ No If yes: 260E Source Soil Map Unit Sudbury Fine Sandy Loam Slow Permiability Soil Name Soil Limitations Till Terrace Soil Parent material Landform 3. Surficial Geological Report Available? ❑ Yes® No If yes: Year Published/Source Map Unit 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): 08/19 Range: ❑ Above Normal ® Normal ❑ Below Normal Month/Day/Year 8. Other references reviewed: t5form11 •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 c 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 8/13/19 8:00 Sunny 70 42.666696 -71.102662 Hole# Date Time Weather Latitude Lonqitude: Lawn grass none 1% 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: Till Terrace 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 20 feet Drinking Water Well >100 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- b m Volue Depth(in) /Layer (USDA Moist(Munsell) Cobbles& Soil Structure Consistence Other Depth Color Percent Gravel Stones (Moist) 0-8 A SL 10YR 3/2 8-36 FILL VARIES VARIES 36-39 Ab SL 10YR 2/1 38 10YR 5/8 >15 39-48 Bw SL 5Y 4/3 M F 48-101 Cd VFSL 5Y 4/3 M FIRM Additional Notes: t5forml 1 -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 j' 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 8/13/10 8:00 sunny 70 42.666696 -71.102662 Hole# Date Time Weather Latitude Longitude: 1. Land Use: lawn grass none 1% (e.g.,woodland,agricultural field,vacant lot,etc.) Vegetation Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) Front Lawn Description of Location: 2. Soil Parent Material: Till Terrace 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 20 feet Drinking Water Well >100 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: 102 Depth Weeping from Pit N/A Depth Standing Water in Hole Soil Log eoxop Coarse Fragments Soil Horizon Soil Texture Soil Matrix: Rdimrhic Features /°by Volume Soil Depth(in) !Layer (USDA) Color-Moist Cobbles& Soil Structure Consistence Other (Munsell) Depth Color Percent Gravel Stones (Moist) 0-18 A/FILL VARIES VARIES 18-24 Ab SL 10YR 2/2 24-38 Bw SL 10YR 4/6 M F 38-103 Cd VFSL 5Y 5/3 38 10YR 5/8 >15 M FIRM Additional Notes: t5form11 •rev.3/15/18 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 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 3 8/13/19 8:00 Sunny 70 42.666696 -71.102662 Hole# Date Time Weather Latitude Lonqitude: Lawn grass none 1% 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: Till Terrace 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 20 feet Drinking Water Well >100 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 /o Soil Horizon Soil Texture Soil Matrix:Color- Volume Depth(in) /Layer (USDA Moist(Munsell) Cobbles 8 Soil Structure Consistence Other Depth Color Percent Gravel Stones (Moist) 0-36 FILL VARIES VARIES 36-52 Bw SL 10YR 4/6 36 10YR 5/8 >15 5264 Cd VFSL 5Y 4/3 Additional Notes: t5formll •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 i' Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole# Tip 3 Obs. Hole# ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ® Depth to soil redoximorphic features (mottles) Winches inches ❑ Depth to adjusted seasonal high groundwater(Sh) inches inches (USGS methodology) Index Well Number Reading Date Sh= Sc—(Sr X(OWc—OWmax)/OWrl Obs. HoleNVelt# 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: 36 Lower boundary: Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches t5form11 •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 D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hole# 'r0/ Obs. Hole# T-07- ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ® Depth to soil redoximorphic features (mottles) 38 inches 38 inches ❑ Depth to adjusted seasonal high groundwater(Sh) inches inches (USGS methodology) Index Well Number Reading Date Sh= Sc—[Sr X(OWc—OWmax)/OWrl Obs. HoleANell# 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: 24 Lower boundary: 103 Horizons)? inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches t5form11 •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. I 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. 9/4/19 Signature offSoil Evaluator Date Benjamin C. Osgood, Jr SE1818 June 2021 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License Erin Kirchner Town of North Andover 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: t5form11 •rev.3/15/18 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 5 Soil and Plant Nutrient Testing Laboratory UMass 161 Paige Laboratory 161 Holdsworth Way University of Massachusetts J Amherst,MA 01003 Phone: (413)545-2311 Extension e-mail:soiltest@umass.edu website:soiltest.umass.edu Particle Size Analysis - Comprehensive with 2mm Passing Sample Information: Sample ID: 130RS Prepared For: Ben Osgood Order Number: 47176 157 Bluff St Lab Number: X190930-102 Salem,NH 03079 Received: 9/30/2019 Reported: 10/3/2019 bosgoodpe@gmail.com 978-435-1324 USDA Size Fraction Percent of Wbole Sample Passing Whole Sample%of Finer Than 2mm%of Main Fractions Size mm Percent Size(mm) Sieve# Sample Passing, Sample Passing Sand 0.05-2.0 62.2 2.00 #10 74.4 100.0 Silt 0.002-0.05 31.5 1.00 #18 69.1 92.9 Clay <0.002 6.3 0.50 #35 61.9 83.2 0.25 #60 51.8 69.7 Sand Fractions Size(mm) Percent 0.10 #140 39.0 52.4 Very Coarse 1.0-2.0 7.1 0.053 #270 28.1 37.8 Coarse 0.5-1.0 9.7 0.02 20 um 16.5 22.2 Medium 0.25-0.5 13.5 0.005 5 um 6.6 8.9 Fine 0.10-0.25 17.3 0.002 2 um 4.7 6.3 Very Fine 0.05-0.10 14.7 Silt Fractions Size mm Percent Coarse 0.02-0.05 15.6 Medium 0.005-0.02 13.3 Fine 0.002-0.005 2.6 USDA Textural Class: sandy loam Gravel Content: (%) 25.6 1 of 1 Sample ID: 130RS Lab Number X190930-102