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Home My WebLink AboutSoil Testing Results - 62 FARNUM STREET 11/20/2017 RECENFED TOWN OF NORTH ANDOVE R qj)1, Community & Economic Developmcnt J 1,00 OF tqORT14 AMOVER HEALTH DEPARTMENT JjmTR DEPARTMEW 120 Mainn Street NORTH ANDOVER, MASSACHUSETTS 01845 978&688,9540 Phone 978.688.9542 FAX fiealtlidept@iioi-thandovet-iiia.gov www,tioilhatidoverina.gov APPLICATION FOR SOIL TESTS DATE:-Sept. 11, 2017MAP&PARCEL: 107A/86 LOCATION OF SOIL TESTS: 62 Farnurn Street OWNER: Brian &Jessica Hickey Contact#: 617-418-0517 APPLICANT: Contact#: ADDRESS: 62 Farnum Street ENGINEER: Hayes Engineering, Inc. Contact 9: 781-246-2800 CERTIFIED SOIL EVALUATOR: Gordon Rogerson SE2074 Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testing:X Undeveloped Lot Testing:_ Upgrade for Addition: In the Lake Cochichewick Watershed? Yes No X THE FOLLOWING MUST'BE INCLUDED WITH THIS FORM Proof of land ownership(Tax bill,or letter from owner permitting test) > 8.511 x 11"Plot plan&Location of Testing(please hi(licale test vi!sites on the Platt) Fee of$585.00 per lot for Lew construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$440.00 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 I"-100')shall be submitted to the Board of Health showing the location of all tests(including aborted tests), > Within 60(lays of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Consermflon Commission ""O"a roval Date: Signatare of Conservation Age fit. V"/ Date back to Health Departimn : (s tap in): +D bal �� -�i� �y �, •,axwuns,nrvr n� I I i� YE RAS U r Opt .0 o B gI144 C7 CJ O C.7'�' Owner/Applicant m Sanitary Disposal Sy tern Plan sGbi4. ,'ry20� 0 0 1I u C' w� a� cZ Upgrade V I0� 20' 40 P I k',.� pg � a z x 62 Farnum Street Y M IB.Wtl 4.1. North Andover, Moss.01845 ubt.;s<ydbmeb,YY,20n 4 9/13/2017 IMG_0224.jp9 a / J N ;F COLEMAN , f cy � �rr� r✓ rFri y u --) o ITi ^� D"' " "�, '�✓P .fir.(I'1 i, l "� �0 �N �� ,: -A 1 f1. ...... �G�n��,fr � 0 Nu /� t �i/�%: � Il�ili/fay � �i�' f r � ✓ 31 31 17 zi i I Q m ni 1✓fir / y�//o y I PI n� l u, v yid rr ( r � / w ✓ _ bre r <..,.. �,,,,. ,.+� �..,..,."" (,..�9�y p^n`_�...�n r^ �Ft.?„,�„ .� n�.., ✓C,;.;, � :."'"" ,,,,;.,,m Gfi/P.ftY,lf7' � 1>,l— 0rn it k II %/i e Ib% httpsJ/mail.google.com/mail/u/0/#inbox/15e76e1119522231?projector=1 1f1 9/26/2017 Town of North Andover Mail-62 Farnum St OVER Toni Wolfenden <twolfenden@northandoverma.gov> Massachu J 62 Farnum St 1 message Isaac Rowe <irowe@millriverconsulting.com> Tue, Sep 26, 2017 at 1:04 PM To: Brian Lagrasse <blagrasse@northandoverma.gov> t Cc: Toni Wolfenden <twolfenden@nortltandoverma.gov>, Michele Grant<mgrant@northandoverma.gov>, Pam Lally <plaIIy@millriverconsulting.com>, Isaac Rowe <irowe@millriverconsulting.com> Brian, Attached are the repair soil testing results for the above referenced property. Upon arriving to the site, Gordy from Hayes Engineering indicated that the owners wish to replace the existing failed infiltrator chamber system in kind with a stone and pipe leach field using the previous soil testing data. Since I was t already out there„ I recommended that we dug (2)test pits and conducted a pert test in an undisturbed location in order to give Hayes Eng, some options to explore with the owners for the design. Let me know if you have any questions. Thanks, Isaac Rowe Project Manager AW91 RIVER CONSULTING C.44�,et6t4^solli6cln*frau1.1.1141 D4°u416pillc"t 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.804 www.millriverconsulting.com 62 Farnum St-Soil testing results 9-26-17.PDF 1026K https://rnail.google.com/mall/u/0/?ui=2&ik=aOc6f4e4cf&jsver-EaIL6uzdl9M.en.&view=pt&search=inbox&th=l5ebf25b849fbcc3&s ml-15ebf25b849fboc3 1/1 a w � all- 1 ___---------- ---- _ 7N . ^ Form 11 = SoH Sultablilty Assessment for On-Site Sewage Disp 6sa� G=SakrnSt Watcefield,MA 0i Mlarituaket,(Sas)22s.'2 A. Facility Information Owner Name Street Address _�tate -Zip Code B. Site xuuuoruo8atKon 1. (Checkone) New Construetion 9"Upgrad� �� Repair 2. Sol] Gun^ayAvailable? El No If yes: unurce Soil Map Unit Soil Name Soil Limitations Geologia/Parent Material Landform 3. Sur5cia| Geological Report Avai|ab|e7 El Yen El No If yes: Year Published/Source Publication Scale Map Unit 4. Flood Rate Insurance Map ' Above the 50O-yeerflood boundary? [;�^yon No y0thinthe100-ye�r�oodboundary9 E7 Yoe El No nYes,ono� �oueto� -- 5. VV�hinsvelocity zone? yes r;~*|� G' Within eMapped Wetland Area? El Yes 9,-Ijo {NaonB|6WetandData Layer: Wetland Type 7. Current Water Resource Conditions (U8BS):. Range: 7 Above Normal Normal 7 Below Normal mnntUfYear 8. Other refenenceoreviewed: ��nn��uoc^��nn ' For,n1I—SpuauumbuuYanv=vnmont/nron-nxeamvagooispooal ^Page I of Commonwealth of Mlassachusetts City/Town o f 1-` ' F all orm 11 = Soil Suitability Assessment for On-Site Sewage D'Rspos l F. Board of Heaith Witness <; Name of Board of Health Witness Board of Health G. Soil Evaluator 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 1n310CMR 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 tikiith 310 CMR 15.100 through 15.107. Si attfrie of Soil EvaIuator Date gordQn_Roger sD� SE2074 Tj 1-n Typed or Printed blame of Soil Evaluator I License 4 Expiration Date of icense 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. assment for On-Site Sewage Disposal •-Page 7 of 8 t5forml I.doc-rev.8115 Form I—Soil Suitability Ass -——---------------- Commonwealth of Massachusetts Cit I own of Form 11 ® Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 16'-96-12" Date Time Weather 1. Location K Ground Elevation at Surface of Hole: Latitude/Longitude: I feet 2. Land Use g 1`1'1,-2 (e.q.(%,vood land,agr.15,,ultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope Vegetation Landform _Position on Landscape(SU,SH,BS,FS, 3. Distances from: Open Water Body Drainage Way Wetlands to C) feet feet feet Property Line C Drinking Water Well P0 V C-i Other feet feet feet 4. Parent Material: Unsuitable Materials Present: F-1 Yes If Yes: El Disturbed Soil 1771 Fill Material F-1 Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: 7 Yes �o If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation t5form I I.doc-rev.8115 Form 11-Soil Suitability Assessment for On-Site Sewage Disposal -Page 4 of 8 Commonwealth of Massachusetts City/Town of '�_g7/ , Form 1 it Suitability Assessment € r On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: — [ Redoximorphic Features !Coarse Fragmentsi Soil Soil Horizon/Soil Matrix: Color- Soil'texture � la by volume Depth(in.) Soil Structure Consistence Other Layer Moist(Munsell) {USDA} (Cobbles ! (Moist) I Depth Collor Percent Gravel I I&Stones; +75 LJ I `al n " `- ! I i Additional Notes: t5form1l.doc e rev.8115 Form'1 —Soil Suitability Assessment for On-Site Sewage Disposal k Page 5 of 8 Commonwealth of assachuse Q. 4: City/Town of ' r - Form 9 I - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) yJ: Deed Othservatfian Pole Number: Date Time Weather 1. Location a< G Ground Elevation at Surface of Hole: Latitude/Longitude: 1 feet 2. Land Use aC—) woodland,agryuitura;field,vacant lot,etc.) Surface Sto&s(e.g.,cobbles,stones,boulders,etc.) Slope Vegetation Landform Position on Landscape(SU,SH,8S,FS, 3. Distances from: Open Water Body _7 Drainage Way Wetlands 106 feet feet feet Propert}j Line Drinking Water Well kb&i Other feet feet feet 4. Parent Material: Unsuitable Materials Present: F7Yes If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ NNeathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes g-N o If yes: /do/i_ J Depth 1,11eeping from Pit Depth Standing Water in lHole Estimated Depth to High Groundwater: inches elevation t5forml`(.doo•rev.8115 Form 11—Soil Suitability Assessmerit for On-Site Sewage Disposal -Page 4 of 8 Common ealih of Massachusetts City/Town of )C— ®r I I R Soil Suitability Assessment rOn-Site' Sewage -Disposal C. On-Site Review (continued) Deep Observation Hole Number: Coarse Fragments { Redoximorphic Features °%ob Volume Soil j Soil Horizon!Soil Matrix:Color Soil Texture Depth(in.) y Soil Structure Consistence Other Layer Moist(Uiunseil) ! (USDA) Cobbles (Moist) Depth Color Percent Gravel i j &Stones l ; k t} I � k E I i i AdditionaE Notes: t5forml l.doc rev_8.115 Form 17—SO![Suitabil tyAssessment for On-Site Sewage Disposal =Page 5 of 8 Commonwealth of Massachusetts City/i oven o i Form I Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hale# DCS Obs. Hole# 909--2-1 ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole inches inches ❑ Depth to soil redoximorphic features (mottles) 70 inches inches ❑ Depth to adjusted seasonal high groundwater(Sh) (USGS methodology) inches inches Index Well Number Reading Date Sh=Sc—[Sr x(OWc—OWmax)/OWr] Obs. Hole# Sc Sr OWc OWmax OWr Sh Obs. Hole# Sc Sr OWc OWmax OWr Sh Ea Depth of Per lour 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? es ❑ No b. If yes, at what depth was it observed? Upper boundary: Lower boundary: inches inches c. If no; at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches tbforml I_doc e rev.8116 Form 11—Soil Suitability Assessment for On-site Sewage Disposal •Page 6 of 8 Commonwealth of Massachusetts v, City/Town of lVe,)Af 741 Form I I - Soil Suitability ssss e t for On-SiteSewage Disposal Field Diagrams Use this sheet for field diagrams: 1 `Z�`_ / Ir f t5form11.doc=rev.8115 Form 19—Soil Suitability Assessment for On-Site Sewage Disposal Rage 8 of 8 Commonwealth of Massachusetts City/Town of 911) Percolation Test Form 12 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. I—---------------------——----- Important:When filling out forms A. Site Information on the computer, j'/ use only the tab key to move your Owner Name cursor-do not 6'e2 /-, use the return Street Address or Lot# key. tab City/Town State Zip Code Contact Person(if different from Owner) Telephone Number B. Test Results -------------------------- Date Time Date Time 91 Observation Hole# ...........................- - Depth of Perc Start Pre-Soak ------- End Pre-Soak - , _......_..______a__.-_-.._ _ Time -------- Time at 12" ----------------------- Time at 9" 65 Time at 6" Time (9"-6") .__-- Rate(Min./inch) Test Passed: Test Passed: ❑ Test Failed: ❑ Test Failed: El Gordon Rogerson SE2074 Test Performed By* Board of Health Witness Comments: ---------------------- ------------- —------- t5form I 2.doc-08/15 Perc Test-Page 1 of 1 79>1 - VI-16" 990 ,tate/ZIP Code Telephone I � 1 f t5form9a.doc•rev.7/06 Application for Local Upgrade Approval° Page 5 of 5