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Home My WebLink AboutSoil test & Results - Soil Testing Results - 1230 SALEM STREET 4/4/2016 TOWN OF NORTH ANDOVER '�N°"� Office of COMMUNITY DEVELOPMENT AND SERVICES . HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER,MASSACHUSETTS 01845 978.688.9540—Phone V l 978.688.8476—FAX RECEIVED healthdept@northandoverma.gov www.nordiandoverma.gov MAY U 2 2016 APPLICATION FOR SOIL TESTS / nn �i1 f� TOWN OF NORTH ANDOVER DATE: K�� /�' I MAP&PARCEL: i It ! y , HEALTH DEN RTMENT LOCATION OF SOIL TESTS: ot"( OWNER: c—o o)4 N I T'Z SC C Contact#: APPLICANT: sAcn Prs A-GoV t Contact#: ADDRESS: I 0 _/2a UC ( c, Z ENGINEER: E�o C o 12_ N I 1 ZS C/Iz.) �Q= Contact#: CERTIFIED SOIL EVALUATOR: L�Z 1 C 4 Intended Use of Land: Residential Subdivision Single Family Hom� Commercial Is This: Repair Testing: Undeveloped Lot Testing: X Upgrade for Addition: In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership(Tax bill,or letter from owner g ermittin test) 0 p➢ 8.5"x Il"Plot plan &Location of Testing(please indicate test nit sites on the plan) ➢ Fee of$585.00 per lot for new construction. This covers the minimum two deep holes and � �j 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 Sanitarian 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: ;S-'31 I Le Signature of Conservation Agent: o ) - c-b 0- d-,�- P' L Date back to Health Department: (stamp in): pv..)- k, rv\- w �� • Te-s�- p, VS (-Y-, s' S � IS ' � �'^- w C-A �0 v-d S • �irM•o�, b �D c, r b I ll� - ks ui'ka2 I l-6 a—,- 0"4 Ca)" ,+ A • • � i LOT 15 LOT 14 uqy�np 1w alncK may k v"Eicn"•'"c.s'•iCnEuc w'cremn EXISTING IR( oEtD•DON 13.1 F,GE 1. HOUSE Wi•te' I 1 �� i\\�\. 1 ��i,(`'i' I RBI O �WEMND M1/ 0D1ts A1, � 1� ! I ♦�\\\\\\�\\\��\ ,YID wE"""D �// ,i / !' // Ar. •W Al AkL AL Ip wAt 'll4 /: 1L4 12AA .r Nf ldk AL /.(mi l'A,// /' , atme O.�i•ti PAGE 322 Y' �ml°r° / •� ®� \♦/'� 10, If \� LOT 14 AIL / A'// / /� / ; i r�\.�� 1 AL 4 BA.LP.(� Pulp (IaLD) ►., tpp—� 'S IXISiING ,yp Lar 1&LCK DI. LEACHING 24•w!y SIP. I ry, i FIELD ,/E.gSFPN v.t LWM p dAv SLOT DFID eoo.S)x wc[us malaxK me• u CIS ,n Ex mrw#cmaPA¢ eaoK rrc[ 7 oRl� NOTES: SALEM STREET 1. 1985 SOIL TESTING WAS PERFORMED BY CHRISTIANSEN ENGINEERING INC. FOR BEN SOIL TESTING SKETCH OSGOOD. SEE PLAN DATED APRIL 29, 1985. FOR 2. WETLAND DELINEATED BY DEROSA ENVIRONMENTAL CONSULTING INC. ON AUGUST MAP 106A BLOCK 41 20, 2015. PREPARED FOR: SCALE: 1"=80 EDITH NITZSCHE NORTH ANDOVER REALTY TRUST OF ESSEX COUNTY 310 PINEY MT. DRIVE (L-2) 80 40 0 80 ASHEVILLE, NC 28805 DATE: APRIL 4, 2016 DRAWN: ERN ISHEET 1 OF 2 =<WF C11' i GRASS iOD / GRASS \ \ IJ r o / \ _ � \ \ \ \ \ \ \ \ IR�F)-BASE HE LO 130,9 3.01 i I \ WVOv � �� Y CK v ' y 1r0 b� I /IR(F? BASE'HELD) '��\ // \gF I I 1 / \G ` I 1 �� / O 107 DEEP vV� \\\^ it •! � \\ � �\�>> \�� ///!/ ! �^O� i1G� 0184 & NANCY A. BONTEMPO j ' ��I O)�/ Pp PAGE 322 / / , py 2 �,� �++ / O 102' EEP GRASS 1\ P / \ NO E 1 WEf EXISTING I IRI{F� \ � 1a y\� / / II/ �Os G / / LEACHING 11 \\'` ��.:�I i �� \ °rn �U\L�\N�o WF D11 FIELD IVEN,� �� \ \\ 'O� jPIPE1 GRASS i '` �� v °8> \ \1 / /'� o \ \ ! / / N 4 wF D12 .9, \\ 111 //� \\ \ I L l I •INN' Ill A NOTES: SALEM STREET 1. 1985 SOIL TESTING WAS PERFORMED BY CHRISTIANSEN ENGINEERING INC. FOR BEN SOIL TESTING SKETCH OSGOOD. SEE PLAN DATED APRIL 29, 1985. FOR 2. WETLAND DELINEATED BY DEROSA ENVIRONMENTAL CONSULTING INC. ON AUGUST MAP 106A BLOCK 41 20, 2015. PREPARED FOR: S EDITH NITZSCHE SCALE: 1"=40 NORTH ANDOVER REALTY TRUST OF ESSEX COUNTY 310 PINEY MT. DRIVE (L-2) 40 20 0 40 ASHEVILLE, NC 28805 DATE: APRIL 4, 2016 DRAWN: ERN I SHEET 2 OF 2 F FISCAL YEAR 2016 REAL ESTATE TAX BILL 17337 TOWN OF NORTH ANDOVER OFFICE OF THE COLLECTOR OF TAXES P.O.BOX 124 THE COMMONWEALHI OF MASSACHUSETTS * NORTH ANDOVER,MA 01845 TOWN OF NORTH ANDOVER 421203169 M,W,Th 8:00-4:30,Tu 8:00.6:00,F 8:00-12:00 421203t69 p TAX 688-9550/ASSR 688-9566 Tax Unpaid Message Tax Map No: 210-106.A-0041-0000.0 lst Installment $0.00 Please use the enclosed lockbox envelope to expedite your Location: 1230 SALEM STREET 2nd Installment $0.00 payment. This will assist us in processing your payment more Deed/Legal: Book 6116 Page 328 3rd Installment S0.00 efficiently. The Tax Collector's office is located at 120 Main Land Area: 3,01 Acres $83091 Street, North Andover. NITZSCHE TR,EDITH M 3RD PAYMENT REMITTANCE VOUCHER C/O NORTH ANDOVER REALTY TRUS Payment due by February 01,2016 Amount Now Due : $ 310 PINEY MOUNTAIN DRIVE L-2 ASHVILLE,NC Based upon assessments as of Jan.01,2015 your Real Estate tax far the fiscal year 28805 commencing July 01,2015 and ending on June 30,2016 on the described property below is as follows: 04212031692016000000000000000000000100017337000000000000034 Detach Here Return top Voucher with Payment Detach Here Tax Map No: 210-106.A-0041-0000.0 FISCAL YEAR 2016 Property Location :1230 SALEM STREET REAL ESTATE TAX Deed/Legal: Book 6116 Page 328 Land Area: 3.01 Acres Fiscal Year 2016 Tax $ 3,299.54 Land Wine! S 227,400 Bldp.Vahte: S - Exempt Value: S - Taxable Value:S 227.400 Preliminary Tax: $ 1,637.71 Res.Vnlue: S 227,400 Residemial Tax Rate for Fiscal Year 2016: s 14.27 Conmt.Value:S - Commercial Tax Rate for Fiscal Year 2016: S 20.47 i 3rd Installment : $ 830.92 Fiscal Year 2016 Tax Description: Payment due by February 01,2016 Tax: $ 3.245.00 Cpa: $ 54.54 4th Installment: $ 830.91 j Betterments: $ Liens: $ Payment due by May 02,2016 Total: $ 3,299.54 Tax Paid : $ 2,468.63 Abatement: $ - $0.00 Interest as of $ - March 23,2016 Interest at the rate of 14%per annum will accrue on overdue Amount Now Due: payments from the due(late until payment is made. ABATEMENT APPLICATIONS TO ASSESSOR'S DUE: January 31,2016 i FISCAL YEAR 2016 REAL ESTATE TAX BILL 17337 TOWN OF NORTH ANDOVER OFFICE OF THE COLLECTOR OF TAXES P.O.BOX 124 THE COMMONWEALTH OF MASSACHUSETTS *421203169* NORTH ANDOVER,MA 01845 TOWN OF NORTH ANDOVER 421203169 M,W,Th 8:00-4:30,,ru 8:00-6:00.F 8:00-12:00 TAX 688-9550/ASSR 688-9566 Tax Unpaid Message 7 Tax Map No:210-106.A-0041.0000.0 1st Installment $d.00 Please use the enclosed lockbox envelope to expedite your Location: 1230 SALEM STREET 2nd Installment $0.00 payment. This will assist us in processing your payment more Deed/Legal: Book 6116 Page 328 3rd Installment $0.00 efficiently. The Tax Collector's office is located at 120 Main Land Area: 3.01 Acres $830.91 Street, North Andover. 3 i 3RD PAYMENT RECEIPT VOUCHER NITZSCHE TR, EDITH M Payment due by February 01,2016 C/O NORTH ANDOVER REALTY TRUS 310 PINEY MOUNTAIN DRIVE L-2 Amount Now Due: $ - ASHVILLE,NC Based upon assessmems as oflam 01,2015 your Real Estate tax for the fiscal year 28805 commencing July 01.2015 and ending on June 30,2016 on the described property below is as follows: 1/' 04212031692016000000000000000000000100017337000000000000034 MAY-02-2016 MON 03:03 PM FAX NO, P. 01 May 2, 2016 North Andover Town Hall Board of Health 1600 Osgood Street Building 20, Suite 2035 North Andover, MA 01845 Fax: 978-688-8476 Dear Mr. Brian Lagrasse, Per my visit last Friday afternoon when I presented my soil testing application,you mentioned to have my Soil Evaluation certification card submitted to you for proof of verification. Though this information is easily available on the N.E.I.W.P.C.C. website, I'm providing this in this fax transmission. I look forward to hearing from you or someone in your office as to a date to perform soil testing on the site. Please contact me at 978-578-1352 so that I can contact a backhoe excavator. Thank you. Respectfully yours, Erich i zsche, PE. Received Time May. 2, 2016 3 : 57PM No. 1687 MAY-02-2016 MON 03:07 PM FAX NO, P. 01 May 2,2016 North Andover Town Hall Board of Health 1600 Osgood Street Building 20,Suite 2035 North Andover, MA 01845 Fax:978-688-8476 Dear Mr. Brian Lagrasse, Per my visit last Friday afternoon when I presented my soil testing application,you mentioned to have my Soil Evaluation certification card submitted to you for proof of verification. Though this information is easily available on the N.E.I.W.P.C.C.website, I'm providing this in this fax transmission. I look forward to hearing from you or someone in your office as to a date to perform soil testing on the site. Please contact meat 978-578-1352 so that I can contact a backhoe excavator. Thank you. Respectfully yours, Erich i zsche, PE. Received Time May. 2. 2016 4: OOPM No, 1689 MAY-02-2016 MON 03:07 PM FAX NO. P, 02 IMPORTANT COMMONWEALTH OF MASSACHUSETTS MASS,CEP _ It this approval is lost or destroyec,nobly NEIWPCC, I 16 John Sl., Lowell,MA 01952.lithe name and/or 2dCrese,nas changed from line above listing,contact NEIWPCC with changes to insure prop- APPROVED TITLE 5 SYSTEM INSPECTOR y:''y' ;rr mgtlinrg of the next renewal application. Approval is subjoct to the provisions of 310 CMR 15.000 and may not be loaned or a"igned to another person 7 - Erich R. Nitzsche c 65 Park St. North Reading, MA 01864 70SO13-3847 12112/1996 6/30/2016 PURSUAN'r TO THE GENERAL LAWS IMPORTANT COMNIONWEALTH OF MASSACHUSETTS MASS.DEP ,�_ If this approval is tGSt cr tlP3rtoyed,notify NE:N/�C;,'.!16.:ern St., Lowell,MA 01H52. If:he name andror acnress has changed ir0m the above listing,eorllw NEIWPCC with cnangr:c;tc insure prop- at madlnq of the next renewal appliearior Approval-s sitpxl to APPROVED SOIL EVALUATOR the provisiors of 310 CMR Ia.000 and may rio', be 1."nac ar assighocl to 3ngmer person. • 7 Erich R.NIMche c� 65 Park St. North Reading,MA 01864 , PURSUANT tMHE GENERAL LAMS 6/3012018 Received Time May, 2, 2016 4:OOPM No, 1689 SE# Expires Name Association Town State 12776 6/30/2018 Braydon Marot North Carver MA 534 6/30/2016 Richard J.Day Town of Chelmsford North Chelmsford MA 1402 6/30/2016 Brian Longval North Chelmsford MA 13669 7/1/2016 Joseph E.Correia IV North Dartmouth MA 427 6/30/2016 James B.Conlon Town of Stoughton North Dighton MA 1338 6/30/2016 Kevin Leach North Dighton MA 2698 6/30/2016 Joseph P.Pacheco North Dighton MA 13159 6/30/2018 Matthew Tanis Marshfield Board of Health North Dighton MA 674 6/30/2016 Jason C.Ellis J C Ellis Design Co,Inc. North Eastham MA 1081 6/30/2016 Frank Holmes North Easton MA 12899 6/30/2017 Timothy Meyers North Easton MA 1714 6/30/2016 Robert J.Murphy Danena Environmental Inc. North Easton MA 250 6/30/2016 Sandra A.Brock Nitsch Engineering North Grafton MA 1713 6/30/2016 Robert G.Murphy North Grafton MA 2138 6/30/2016 Mark M.Santora North Grafton MA 12681 6/30/2016 Robert Bracey North Reading MA 700 6/30/2016 Martin Fair North Reading MA 13253 6/30/2016 James M.Kavanaugh North Reading MA 1591 6/30/2016 John F.McQuilkln JM Associates North Reading MA 1750 6/30/2016 Erich R.Nitzsche Commonwealth Engineering North Reading MA — — --.... --....... -----------......—............. ._ — -- 13616 6/30/2018 Michael G.O'Neill North Reading MA 2740 6/30/2016 Luke J.Roy North Reading MA 2569 6/30/2016 Martin Weiss Capitol Environmental Engineering North Reading MA 13861 7/1/2018 Christopher Chamberland Berkshire Design Group Northampton MA 529 6/30/2016 Mark B.Damold Berkshire Design Group,Inc. Northampton MA 1141 6/30/2016 Thomas Johnson ProTerra Design Group LLC Northampton MA 840 6/30/2016 Patrick C.Garner Northboro MA -----------_ -------------- ------ 286 6/30/2016 Gerald G.Buzanoski Northborough MA 2821 6/30/2016 Jude E.Gauvin Northborough MA 893 6/30/2016 Scott Goddard Goddard Consulting,LLC Northborough MA 13721 7/1/2017 Michael Hassett Guerriere&Halnon,Inc. Northbridge MA 1383 6/30/2016 Scott D.Lindgren Pare Corporation Northbridge MA 1568 6/30/2016 Paul R.McKeon P McKeon Excay. Northbridge MA 72 6/30/2016 David C.Balk Northfield MA 2644 6/30/2016 Steven Wry Land Planning,Inc. Norton MA 2652 6/30/2016 Christopher D.Yarworth Yarworth Engineering Norton MA 13873 7/1/2018 Christian Zahner IV Norton Board of Health Norton MA 180 6/30/2016 Sam C.Bitetd Norwell MA 353 6/30/2016 John C.Cavanaro Norwell MA 375 6/30/2016 John C.Chassis Chessia Consulting Services,LLC Norwell MA 410 6/30/2016 Ralph H.Cole Norwell MA 13902 12/1/2018 HazemDani CHA Companies Norwell MA 605 6/30/2016 James J.Donovan Norwell MA 13694 7/1/2016 Scott P.Henderson McKenzie Engineering Group Norwell MA 13695 7/1/2016 Bradley K.Lemont McKenzie Engineering Group Norwell MA 1646 6/30/2016 Paul J.Mlrabito Ross Engineering Co.,Inc. Norwell MA 1691 6/30/2016 Howard F.Moshler Norwell MA 2799 6/30/2016 Donald Rose CHA Norwell MA 2705 6/30/2016 Brendan P.Sullivan Norwell MA 1969 6/30/2016 Thomas J.Powers Norwood Engineering Norwood MA 2768 6/30/2016 Sigalle L.Reiss Board of Health Norwood MA 2257 6/30/2016 Alan D.Slater Norwood MA --- ........_—._ .-......._.............-......... --- 2272 6/30/2016 Matthew D.Smith Norwood Engineering Co.,Inc. Norwood MA 2426 6/30/2016 Barbara J.Thissell Norwood MA 718 6/30/2016 Shirley L.Fauteux Town of Oak Bluffs Oak Bluffs MA 13847 12/1/2018 Adetokunbo Solarin Oak Bluffs Board of Health Oak Bluffs MA 2036 6/30/2016 Dennis C.Rice oakham MA 2519 6/30/2016 Julian P.Votruba Oakham MA 1881 6/30/2016 Jane M.Peirce Orange MA A7onda},,January 25,2016 Page 14 of 23 Commonwealth of Massachusetts City/Town of North Andover �A Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Edith Nitzsche, North Andover Realty Trust of Essex County _ Owner Name 1230L Salem Street 106A/41 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: NRCS-web soil survey - 421 C Source Soil Map Unit CANTON FINE SANDY LOAM seepage at bottom for absorption fields. Foundations with Soil Name basements are "somewhat limited" Glacial stratified deposits Geologic/Parent Material Landform 3. Surficial Geological Report Available? ® Yes ❑ No If yes: 6/24/16 - NRCS Glacial Year Published/Source Publication Scale Stratified 4. Flood Rate Insurance Map Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes ® No If Yes,continue to#5. 5. Within a velocity zone? ❑ Yes ® No 6. Within a Mapped Wetland Area? ❑ Yes ® No MassGIS Wetland Data Layer: NWI; PFO1E Wetland Type 7. Current Water Resource Conditions (USGS): 5/2016 Range: ❑ Above Normal ❑ Normal ® Below Normal Month/Year 8. Other references reviewed: Per USGS; Andover well #462, Georgetown well #168, Wilmington well #78. DEP form1l -TP1 &2.doc•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8 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: 1-16 5-18-2016 8:0Oam sun, dry_ - Date Time Weather 1. Location Ground Elevation at Surface of Hole: 108.0 Latitude/Longitude: N42-39-35 / W71-04-06 feet Description of Location: East-of lot-12AA and north of cartpath 2. Land Use woodland none 8.7 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) pine and oak-trees- Vegetation Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body 100+ Drainage Way 100+ Wetlands 120+ feet feet feet Property Line 45 Drinking Water Well 100+ Other _ feet feet feet 4. Parent Material: Glacial sand deposits Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ® No If yes: none _ none Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 100 99.7 inches elevation DEP form 11 -TP1 &2.doc•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: TP 1-16 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- Soil Texture %by Volume Soil Depth(in.) Layer Moist(Munsell) (USDA) Soil Structure Consistence Other Depth Color Percent Gravel Cobbles (Moist) 8 Stones 0-8 A 10YR3/4 --- --- --- SL --- --- MOD. FRIABLE 8-24 Bw 10YR5/6 --- --- --- SL --- 5 MOD. FRIABLE 24-100 C1 2.5Y5/4 100 7.5YR5/8 10 LS --- 10 WEAK FRIABLE Additional Notes: DEP form 11 -TP1 &2.doc•rev.8/15 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 Commonwealth of Massachusetts City/Town of North Andover = Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal �`T r C. On-Site Review (continued) Deep Observation Hole Number: 2-16 5-18-2016 8:30AM sundry Date Time Weather 1. Location Ground Elevation at Surface of Hole: 105.8 Latitude/Longitude: N42-39-35 / W71-04-06 feet - - - 2. Land Use woodland _ none 5.7 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) Pine and Oak trees Vegetation Landform Position on Landscape(SU,SH,BS, FS, 3. Distances from: Open Water Body 100+- - Drainage Way 100+ Wetlands 93 feet feet feet Property Line 76 — Drinking Water Well 100+ Other feet feet feet 4. Parent Material: Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ® Yes ❑ No If yes: 84 84 Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 75 99.6 inches elevation DEP form11 -TP1 &2.doc-rev.8/15 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: TP 2-16 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix: Color- Soil Texture �o by Volume Soil Depth(in.) Layer Moist(Munsell) (USDA) Soil Structure Consistence Other Depth Color Percent ravel Cobbles (Moist) &Stones 0-7 A 10YR3/4 --- -- --- SL --- --- MOD. FRAIBLE 7-24 Bw 10YR5/6 --- --- --- SL --- 5 MOD. FRIABLE 24-93 C1 2.5Y5/4 75 7.5YR5/8 10 LS --- 10 WEAK FRIABLE Additional Notes: DEP form 11 -TP1 &2.doc•rev.8/15 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8 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#1-16 Obs. Hole#2-16 ❑ Depth observed standing water in observation hole inches inches ❑ Depth weeping from side of observation hole _ inches inches ® Depth to soil redoximorphic features (mottles) 100 75 inches inches ❑ Depth to adjusted seasonal high groundwater(Sh) _ - - (USGS methodology) inches inches Index Well Number Reading Date Sh = S,—[Sr X(OW,—OWmax)/OWrl Obs. Hole# Sc Sr OW, OWmax OWr Sh Obs. Hole# Sc Sr OW, OWmax OWr Sh 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? Upper boundary: 100 Lower boundary: 24 inches inches c. If no, at what depth was impervious material observed? Upper boundary: Lower boundary: inches inches DEP form 11 -TP1 &2.doc•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Board of Health Witness Isaac Rowe Mill River Consulting Inc. 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 CM 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 accura nd in accordance with 310 CMR 15.100 through 15.107. - ► J"�_l -, Signature of Soil Evaluator Date Erich R. Nitzsche, PE # 949 June 30, 2018 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License 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. DEP forml1 -TP1 &2.doc•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts City/Town of North Andover - - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Field Diagrams GRASS \��Z,�v \`I 1 ! I /% l Tf 41,16 tK 1500 GALLON 107x0 Jew \ \ SEPTIC TANK TP3-15 � TPA 1 WOODS °0° to D� CA v � � °i / TP1 -1 / / / / : o / / / / .-/ V \ 98.8' m o / WOODS / / "!' :: �/; / Q J w o \ / 60 j oNom �' / / \ I \ �� 41. /CA � zo / i` TP 2 // / ` �/ r TP2 VENT \ // /fir?/ WIF / o P2 J ./ // TP10-1�5 18'�/P` �/ GRASS I 1 TP`)\ 16 I 1 \ � WOODS EXISTING -EACHING I \ ` 1P9- 15\ v\gyp\NG / ; / WF D1 1 DEP form 11 -TP1 &2.doc•rev.8/15 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 8 of 8 Commonwealth of Massachusetts City/Town of North Andover I Percolation Test Form 12 N 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, Edith Nitzsche; North Andover Realty Trust of Essex Count use only the tab Y Y key to move your Owner Name cursor-do not 1230L Salem Street Assessors map 106A Block 41 use the return Street Address or Lot# key. North Andover MA 01845 City/Town State Zip Code Erich R. Nitzsche, PE 978-578-1352 Contact Person(if different from Owner) Telephone Number B. Test Results 5-18-2016 9:30 am 5-18-2016 12:00 pm Date Time Date Time Observation Hole# P-1 P-2 Depth of Perc 501, 44" Start Pre-Soak 10:06 12:22 End Pre-Soak 10:23 12:22 Time at 12" 10:23 12:40 Time at 9" 10:45 12:43 Time at 6" 11:15 12:49 Time (9"-6") 30 MIN 6 MIN Rate (Min./Inch) 10MP1 _ 2 MPI Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Erich R. Nitzsche, PE Test Performed By: Isaac Rowe - Millriver Consulting Inc. Board of Health Witness Comments: Backhoe operator; Daniel Giard Weather; sunny, dry, 70 degrees. t5form12.doc•08/15 Perc Test•Page 1 of 1 Commonwealth of Massachusetts City/Town of North Andover q - �' 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. Important:When A. Site Information filling out forms on the computer, use only the tab Edith Nitzsche; North Andover Realty Trust of Essex County key to move your Owner Name cursor-do not 1230L Salem Street, Assessors map 106A Block 41 use the return Street Address or Lot# key. North Andover MA 01845 VQ City/Town State Zip Code Erich R. Nitzsche, PE 978-578-1352 Contact Person(if different from Owner) Telephone Number B. Test Results 5-18-2016 9:30 am 5-18-2016 12:00 pm Date Time Date Time Observation Hole# P-1 P-2 Depth of Perc 50" 44" Start Pre-Soak 10:06 12:22 End Pre-Soak 10:23 12:22 Time at 12" 10:23 12:40 Time at 9" 10:45 12:43 Time at 6" 11:15 12:49 Time (9"-6") 30 MIN 6 MIN Rate (Min./Inch) 10MP1 2 MPI Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Erich R. Nitzsche, PE Test Performed By: Isaac Rowe - Millriver Consulting Inc. Board of Health Witness Comments: Backhoe operator; Daniel Giard. Weather; sunny, dry, 70 degrees. t5form12.doc•08/15 Perc Test•Page 1 of 1 3 Soil Map—Essex County,Massachusetts,Northern Part (1230L SALEM STREET) 330350 330380 330410 330440 330470 330500 330530 330560 330590 330620 ^ 4r 39'38"N 4r 39'38"N o � it t � r eqF ! Ile ' ray w ' ' b, ./�;E Y f, d'a ,(y§'� '�S.. ,r s T ..f l .r'�s r � t �,v},/'r♦ �"�� 1��1YAi >� �(�J' 1n 8 r:`." rVC rp J`y3it � � T•yA��: IR to �!~vT�(^r��(a4:"�w�'.Ir..AF, P7 � � aA�", 1.1�' �: 42°39'32"N . r'e IF 42;CO§2"N 330350 330380 330410 330440 330470 330500 330530 330560 330590 4r� 0 Map Scale:1:1,360 if printed on A landscape(11"x 8.5")sheet. Meters y 2" N 0 20 40 80 120 A �y o so 100 200 30o Map projection:Web Mercator Corner coordinates:WGS84 Edge tics:UTM Zone 19N WGS842G� ��G usim Natural Resources Web Soil Survey 6/23/2016 c� Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Essex County,Massachusetts, Northern Part (1230L SALEM STREET) MAP LEGEND MAP INFORMATION Area of Interest(A01) c-4 Spoil Area The soil surveys that comprise your AOI were mapped at 1:15,800. Area of Interest(AOI) Q Stony Spot Warning:Soil Map may not be valid at this scale. Soils Very Stony Spot Soil Map Unit Polygons Enlargement of maps beyond the scale of mapping can cause t^� wet Spot misunderstanding of the detail of mapping and accuracy of soil line ..+ Soil Map Unit Lines placement.The maps do not show the small areas of contrasting Other Soil Map Unit Points soils that could have been shown at a more detailed scale. � .� Special Line Features Special Point Features Please rely on the bar scale on each map sheet for map U. Blowout Water Features measurements. Streams and Canals 01 Borrow Pit Source of Map: Natural Resources Conservation Service Transportation Web Soil Survey LIRL: http://websoilsurvey.nres.usda.gov j( Clay Spot +r� Rails Coordinate System: Web Mercator(EPSG:3857) Closed Depression .v Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator Gravel Pit US Routes projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Gravelly Spot Major Roads Albers equal-area conic projection,should be used if more accurate Landfill Local Roads calculations of distance or area are required. Lava Flow Background This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. a Marsh or swamp Aerial Photography Soil Survey Area: Essex County,Massachusetts,Northern Part Mine or Quarry Survey Area Data: Version 11,Sep 28,2015 Miscellaneous water Soil map units are labeled(as space allows)for map scales 1:50,000 y Perennial Water or larger. Rock Outcrop Date(s)aerial images were photographed: Aug 29,2014—Sep Saline Spot 19,2014 Sandy Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background Ax Severely Eroded Spot imagery displayed on these maps.As a result,some minor shifting Sinkhole of map unit boundaries may be evident. Slide or Slip Sodic Spot Iim Natural Resources Web Soil Survey 6/23/2016 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Essex County,Massachusetts,Northern Part 1230L SALEM STREET Map Unit Legend Essex County,Massachusetts,Northern Part(MA806) Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI 52A Freetown muck,0 to 1 percent 0.3 3.8% slopes 73A Whitman loam,0 to 3 percent 0.8 9.3% slopes,extremely stony 306B Paxton fine sandy loam,0 to 8 0.1 1.3% percent slopes,very stony 421C Canton fine sandy loam,8 to 15 6.4 75.8% percent slopes,very stony 422D Canton fine sandy loam,15 to 0.1 0.9% 25 percent slopes,extremely stony 711C Chariton-Rock outcrop-Hollis 0.7 8.9% complex,8 to 15 percent slopes Totals for Area of Interest 8.4 100.0% 1 Natural Resources Web Soil Survey 6/23/2016 Conservation Service National Cooperative Soil Survey Page 3 of 3 Web Soil Survey ry Page l of 1 G Contact Us Subscribe Archived SO4SUrvelis Sog&arvep Stab. Glibissi., � Prefe,..ces Link Logout Help A A Area of Interest(AOI) Soil Map Download Soils Data Shopping Cart(Free) 7ViewSoilnformation By Use: All Uses printable version Add to Shopping Cart J:Jto Soils Suitabilities and Limitations for UseSoil Properties and Qualities Soil Reports Search Map—Map Unit Name v ..� I g f =i w_j-0J D�_J Scale (� Properties and Qualities RatingsI Open All Close All (� Soil Chemical Properties Soil Erosion Factors Soil Physical Properties Soil Qualities and Features AASHTO Group Classification(Surface) Depth to a Selected Soil Restrictive Layer Depth to Any Soil Restrictive Layer Drainage Class Frost Action Frost-Free Days Hydrologic Soil Group Map Unit Name View Description[ view Rating v Warning:Soil Ratings Map may not be valid at this scale. J View options L y You have zoomed in beyond the scale at which the soil map for this area is intended to be used.Mapping of soils is done at a particular scale.The soil surveys that comprise your AOI were mapped at 1:15,800.The design of map Map units and the level of detail shown in the resulting soil map are dependent on that map scale. Table Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mappin and accuracy of soil line placement.The maps do not show the small areas of contrasting soils that could have been Description of v shown at a more detailed scale. Rating Rating Options Detailed Description Tables—Map Unit Name—Summary By Map Unit Advanced options ®® Summary by Map Unit—Essex County,Massachusetts,Northern Part(MA605) Aggregation Method No Aggregation Necessary Map unit Map unit name Rating Acres in Percent symbol AOI of AOI Tie-break Rule Lower 52A Freetown muck,0 to 1 percent slopes Freetown muck,0 to 1 percent slopes 0.3 3.8% Higher 73A Whitman loam,0 to 3 percent slopes, Whitman loam,0 to 3 percent slopes, 0.8 9.3% extremely stony extremely stony view Rating View Description; 306E Paxton fine sandy loam,0 to 8 percent slopes, Paxton fine sandy loam,0[0 8 percent slopes, 0.1 1.3% very stony very stony Parent Material Name 421C Canton fine sandy loam,8 to 15 percent Canton fine sandy loam,8 to 15 percent 6.4 75.8% slopes,very stony slopes,very stony Representative Slope 422D Canton fine sandy loam,15 to 25 percent Canton fine sandy loam,15 to 25 percent 0.1 0.9% slopes,extremely stony slopes,extremely stony Unified Soil Classification(Surface) 711C Charlton-Rock outcrop-Hollis complex,8 to 15 Charlton-Rock outcrop-Hollis complex,8 to 15 0.7 8.9% -') percent slopes percent slopes Water Features Totals for Area of Interest 8.4 100.0% DescriptionA soil map unit is a collection of soil areas or nonsoil areas(miscellaneous areas)delineated in a soil survey. Each map unit is given a name that uniquely identifies the unit Ina particular soil survey area. Options Aggregation Method:No Aggregation Necessary Tie-break Rule:Lower FOIA I Accessibility Statement Privacy Policy i Non-Discr,mination Statement : Information Quality , USA.gov White House http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx 6/23/2016