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HomeMy WebLinkAboutSoil Testing Results - 127 VEST WAY 11/22/2017 T'O'WN OF NOR'T'H ANDOVER ` Office of COMMUNITY DEVELOPMENT AND SERVICES •;;y fi a, T HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER, MASSACHUSETTS 01845 _ 978.688.9540—I'hcunc RECEIVED � �� 978.688.8476 _FAX liealtlxdcpt(��7uiorthandoveriuia.gov www.11OrthallClC)WCN'171a.I,(?v �.4. `t f � 'TOWN OF NORD1 ANDOVER APPLICATION FOR SOIL TENS MEAM-i L EP/4,RIi i DATE: _....1.. � MAI' &PARCEL: � /� .._......__..,� — LOCATION OF SOIL,TEsT'S: 107 C)WNER: _'l :l/ _.....d.__._Contact ti: —' /_..... f�'.._..GA-_ t AI!PLIC'ANT: ... Contact# ADDRESS: ?.w_ ° ENGINEEER._......( �j ,� ✓"' G ...._.. Contact#: #:el _ _._ CEIi.'T'll~IED SOIL EVALUATOR: Intended Use of Land: ResidentialSubdivision S.,_n,1G atntly.Ilo � Commercial r Is This: Repair Testin� Undeveloped Lot Testing: Upgrade for Addidmi: In the Lake C:ochichcwick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED wiTi 'rms FORM Proof of land ownership(Tax bill,or letter from owner permitting test) r 8.5"x 11"Plot plan &Location of 7:c%tin, lease indicate test pit sites on the plan) Fee of$585.00 per lot fox,new 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 INFORMA'T'ION Y Only Certified Soil Evaluators may perform deep hole inspections. Y Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. Y At least two deep holes and two percolation tests are required for each septic systein disposal area. Repairs require at least two deep holes and at least one percolation test,at the discretion of the I3OH representative. Y hull payment will be required for all additional tests within two weeks of testing. Y 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). r Within 60 days of'testing soil evaluation forms shall he submitted. Please Do Not Write Below"phis Line N.A. Conservation Commission Approval Date: Si mature of'Conservatiorr�tgerrt: /�.4. r a � W Q.40._e/ �r r / .. r Date back to Health Department: (stamp rut): (� Residential Property Record Card Parcel ID: 210/104.B-0158-0000.0 MAP: 104.6 BLOCK: 0158 LOT: 0000.0 Parcel Address: 127 VEST WAY FY: 2016 PARCEL INFORMATION Use-Code: 101 Sale Price: 200,000 Book: 04978 Road Type: T Inspect Date: 05113/2010 Owner. Tax Class: T Sale Date: 03102x1998 Page: 0028 Rd Condition: P Meas Date: 05/1312010 MARINO,JOSEPH A Tot Fin Area: 3018 Sale Type: P Cert/Doc: Traffic: M Entrance: X Address: Tot Land Area: 2.150 Sale Valid: L Water: Collect to: RRC j 127 VEST WAY Sewer Grantor: SOMERSET BANK/TRU MA Sewer. Inspect Reas: C NORTH ANDOVER MA 01845 Exempt-B/L% Oto Resid-811_I 1001100 Comm-B/L% 010 Indust-B/L°I 010 Open Sp-B/L% 010 RESIDENCE INFORMATION LAND INFORMATION Style: CL Tot Rooms: 7 Main Fn Area: 1730 Attic: Y NBHD CODE: 7 NBHD CLASS: 7 ZONE: R1 Story Height: 2.00 Bedrooms: 4 Up Fn Area: 1288 Bsmt Area: 1688 Seg Type Cade Method Sq-Ft Acres Influ-YIN Value Class Roof: G Full Baths: 2 Add Fn Area: Fn Bsmt Area: 1 P 101 S 43554 1.000 N 226,512 Ext Wal I: FB Half Baths: 1 Unfin Area: Bsmt Grade: G 2 R 101 A 1.150 N 8,740 Masonry Trim: Ext Bath Fix: Tot Fin Area: 3018 Foundation: CN VALUATION INFORMATION Bath Qua!: T RCNLD: 354941 Kitch Qual: T Eff Yr Built: 1990 Current Total: 590,200 Bldg: 354,900 Land: 235,300 MktLnd: 235,300 Mkt Adj: Heat Type: HW Ext Kitch: Year Built: 1983 Prior Total: 583,700 Bldg: 361,800 Land: 221,800 MktLnd: 221,800 j Sound Value: Fuel Type: Q Grade: G Cost Bldg: 354,900 Fireplace: 1 Bsmt Gar Cao: Condition: G Att Str Vail: Central AC: N Bsmt Gar SF: Pct Complete: At,Str Val2: =Att Gar SF: 576 %Good PtF/E/R: 11100/87 Porch Type Porch Area Porch Grade Factor P 215 S 216 Sketch I Photo l S i 216 S4,F 538 Sq r t: 1288 Sg.Ft e 1643 Sq U Isis to- { 127 VEST WAY i /' N ` f `4 NIT / va 11 f I x 46T . f kI car � F jSaA i � (� �rM�"ll�f f'li 5,� �'1� ,� ,,�, �Y,,,i �p,�^' �,,,,.,'.,'(, y P`")I ry„ ..d f2'...�.,fw7p �•W M,.. �au,� ',,. r a r C y � d 1 r s a 44 H d T—T— rw r . I 4 -T r m Commonwealth of Massachusetts CityJTown of North Andover Form 11 - Soil Suitability Assessment carOn-Site Sewage Disposal A. Facility Information Marino Owner Name 127 Vest Way _ 10413/158 Street Address Map/Lot# North Andover MA city State Zip Code B. Site Information 1. (Check one) ❑ New Construction ❑ Upgrade ❑ Repair 2. Published Soil Survey Available? ❑ Yes ❑ No If yes: Year Published Publication Scale Soil Map Unit Soil Name Soil Limitations 3. Surficial Geological Report Available? ❑ Yes ❑ No If yes: Year Published Publication Scale Map Unit Geologic Material _ Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? ❑ Yes ❑ No Within the 100-year flood boundary? ❑ Yes ❑ No Within the 500-year flood boundary? ❑ Yes ❑ No Within a velocity zone? ❑ Yes ❑ No 5. Wetland Area: National Wetland Inventory Map — -- Mao Unit Name Wetlands Conservancy Program Map Map unit Name 6, Current Water Resource Conditions (USGS): MontnlYer Range: ❑ Above Normal ❑ Normal E, Below Normal 7. Other references reviewed: — 78pinehillsoils i.docx•rev. 1/10 rorm 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 reserved disposal area) Deep Observation Hole Number: T-1 8/18/16 9 a.m. clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: 90.5 Location (identify on plan): 2. Land Use woods some 10 (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope trees drumlin Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body >1001 Drainage Way Possible Wet Area >1 00' feet feet feet Property Line 30' Drinking Water Well Other feet feet feet 4. Parent Material: till Unsuitable Materials Present: Ex Yes F1 No If Yes: 0 Disturbed SoilfX] Fill Material ❑ Impervious Layer(s) El Weathered/Fractured Rock El Bedrock 5. Groundwater Observed: 71 Yes 177 No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 48" 865 inches elevation 78pinehillsoils1.docx-rev. 1/10 Form 1 Soil Suitability Assessment for On-Site Sewage Disposal -Page 2 of 8 Commonwealth of Massachusetts � ; City[Town of North Andover Fara 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. ©n-Site Review (continued) Deep Observation Hole Number: T-1 Redoximorphic Features Coarse Fragments (Soil Ho Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.} Consistence Other i Layer Moist(Munsell} (USDA} Cobbles& f Structure (Moist) Depth Color Percent I Gravel Stones ! E � 0-101, I fill i I I 10-12" Ab 10YR3/2 fsl I I i 12-22" BW 10YR5/8 fsl E 22-126" j C I 2.5Y5/4 48" 7.5YR5/8 20 sl f I E 3 f i Additional Notes: 78pinehillsoilsl.docx•rev. 1110 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 41 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: T-2 8/18/16 9:30 a.m. clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: 90.7 Location (identify on plan): 2. Land Use lawn some 1 {e.g.,woodland,agricultural field,vacant lot,etc.} Surface Stores Slope grass drumlin Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body feet>1001 >1 00' feet Drainage Way Possible Wet Area feet Property Line 80, Drinking Water Well feet feet Other feet 4. Parent Material: till 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: Death Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation 78pinehilisoiisl.docx•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8 Commonwealth of Massachusetts v City/Town of North Andover Form I I - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: T_2 Redoximorphic Features l Coarse Fragments Soil Horizon/'Soil Matrix:Color-i (mottles) Soil Texture %by Volume Soil Soil I Depth(in.) Consistence' Other Layer i Moist(Munsell) (USDA) cobbles& Structure (Moist) (Depth color IPercent ravel ! Stones l i I I 0-60" fill 60-108" C1 2.5Y5/4 sloam I 108+ C2 2.5Y5/2 i siltloam I I 1 b I I I I I i I l l I I 1 I Additional Notes: 78pinehillsoilsl.docx-rev. 1110 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: B. E:l Depth observed standing water in observation hole A. inches inches F-1 Depth weeping from side of observation hole K B� inches inches Depth to soil redoximorphic features (mottles) A. 48" B. inches inches B. Groundwater adjustment(USGS methodology) A. inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level 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? Z Yes El No b. If yes, at what depth was it observed? Upper boundary. 22" Lower boundary: 126" inches inches 78oineh ills oils 1.docx-rev. 1110 Form 11 1 —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 ®n-Site Sewage Disposal �fr 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 a(,cordance with 310 CMR 15.100 through 15.107. 8/18115 Signature of Sol l/gvalulqr Date Joseph J. Se6atka, P.E. #2190 Nov. 1996 Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Isaac Rowe North Andover Name of Board of Health Witness Board of Health 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. 78pinehillsoils1.docx•rev. 1110 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 7 of 8 Commonwealth of Massachusetts City/Town of North Andover — ' Form I I - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: T-3 8/18/16 10 a.m. clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: 89.5" Location (identify on plan). woods some 10 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope trees drumlin Vegetation Landform Position on Landscape(attach sheet) >100" >100' 3. Distances from: Open Water Body feet Drainage Way feet Possible Wet Area feet Property Line ' Drinking Water Well feet Other feet 4. Parent Material: till - 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: Depth Weeping from Pit Depth Standing Water in Hale Estimated Depth to High Groundwater: 48 - 85.5 inches elevation 78pinehiiisoils1.docx•rev. 1/1 Q Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 Commonwealth of Massachusetts „4 CityiTown of North Andover q Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 3 I Redoximorphic Features Coarse Fragments Depth in Soil Horizon/IiSoil Matrix:Color-I (mottles) 'Soil Texture's °lo by Volume Soil Soil p { Layer Moist Munsell {USDA) I Structure Consistence; Other I Y (Munsell) , Cobbles& Moist Depth I Color I Gravel Stones (Moist) i I 0-6" Ap ! 10YR3i2 fsl I I 6-18" Bw 10YR5/8 fSl ' j I 18-90" C 2.5Y5/4 48" �7.5YR5/8� 20 sl I I i Additional Notes: 78p nehillsoilsl.docx•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 3 of 8 Commonwealth of Massachusetts City/Town of North Andover MEW' ' Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal 17 ;r C. On-Site Review (continued) Deep Observation Hole Number: T-4 9/28/16 9:30 a.m. clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: 97'+/- Location (identify on plan): 2. Land Use lawn some 2 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope grass drumlin Vegetation Landform Position on Landscape(attach sheet) 3. Distances from. Open Water Body feet>100' Drainage Way feet Possible Wet Area >100' feet Property Line 100 g Drinkin Water Well Other feet feet feet 4. Parent Material: till 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: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation 78pinehillsoiisl.docx.rev. 1110 Form 11 —Sol Suitability Assessment for on-Site Sewage Disposal -Page 4 of 8 Commonwealth of Massachusetts .x City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal G. On-Site Review (continued) Deep Observation Hole Number: T-4 Redoximorphic Features i Coarse Fragments Soil HorizonllSoil Matrix:Colar-' {mottles} Soil Texturel °fo by Volume Soil Soil [ Depth(in.) Layer Moist Munsell USDA Structure Consistence' Other Y { ) ( } ;Cobbles& (Moist) Depth Calor Percent Gravel Stones I 0-10" A 10YR312 fSl i I 1 I e I 10-96" C 2.5Y514 sloam [ ! I I I r Additional Notes: 78pinehillsoilsl.docx•rev. 1/10 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 C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: T-5 9/26/16 10 a.m. clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: 96+/ Location (identify on plan): - 2. Land Use lawn some 2 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope grass drumlin Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body feet>1001 Drainage Way feet Possible Wet Area >100' feet Property Line 90t Drinking Water Well feet Otherfeefeet 4. Parent Material: till Unsuitable Materials Present: [5� Yes ❑ No If Yes: ❑ Disturbed Soil C Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes E No If Yes. Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation 78pinehillsoils1.docx-rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 4 � Commonwealth of Massachusetts ;:ALL, City/Town of North Andover dE Form I I - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: T-5 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture °!fl by volume Soil Soil I Depth(in.) Layer Moist(Mansel[} (USDA) i Structure Consistences Other Depth ( Color Percent 1 Gravel ! Cobbles (Moist) I Stones E 0-36" fill j i 36-98" C 2.5Y5/4 sl I j I t w ! Additional Notes: 78oinehillsoils1.docx-rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 4 Commonwealth of Massachusetts City/Town of North Andover Farm 'i - Soil Suitability Assessment dor On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: T-6 9/28/16 10:30 clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: 90.5 Location (identify on plan): lawn some 1 2 Land Use (e.g. woodland,agricultural field,vacant lot,etc.) Surface Stones Slope grass drumlin Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body feet>1001 >100' feet Drainage Way Possible Wet Area feet Property Line eet Drinking Water Well feet Other feet 4. Parent Material: till Unsuitable Materials Present: ❑ Yes ❑ No If Yes: ❑ Disturbed Soil E Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ❑ No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation 78pinehillsoils1_docx-rev. 111 Q Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8 Commonwealth of Massachusetts City/Town of North Andover - Yw Fora 11 - Soil Suitability Assessment for On-Site Sewage Disposal ` 7,Q . C. On-Site Review (continued) (deep Observation Hole Number: T-6 Redoximorphic Features Coarse Fragments Depth(in.) Soil Horizonf3Soil Matrix: Color (mottles) %by Volume Soil Soil Soil Texture Consistence other Layer Moist{Munsell) i (USDA) !Cobbles& Structure (Moist) Depth color Percent gavel Stones i ' I t 0-108" fill I I j I Additional Notes: 78oinenillsoilsl.docx-rev. 1110 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8 Commonwealth of Massachusetts City/Town of North Andover 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 -Marino - ----- key to move your Owner Name cursor-do not 127 Vest use the return Street Address or Lot key. Noirth Andover MA .......... --------- City/Town State Zip Code 10 Joseph Serwatka 978-314-8731 Contact Person(i�different I. from Owner) .... Telephone Number er B. Test Results 8/18/1610:40 ... ............ .......... Date Time Date Time Observation Hole# T-1 33 20 total 53" Depth of Perc Start Pre-Soak 10:40 End Pre-Soak 10:55- '_............... ...... 0:55 Time at 12" _1___....... Time at 9" 11:22 ...... Time at 6" 12:08 Time (9"-6") 46 Rate (Min./Inch) 15.3 ------__---_-- Test Passed: FA Test Passed: L1 Test Failed: El Test Failed: IJ Joseph Serwatka Test Performed By: Isaac Rowe .......... —------ .......... Witnessed By: Comments: ............. t5form12.doc-06/03 Perc Test-Page 1 of 1 'TOWN OF NORTH ANDOVER Office of COMMUNITY 1 EVELOP1V EN'T" NTA SERVICES ' HEALTH DEPARTMENT ENT 1.600 OSGOOD STREET; SUITE 2035 l' ORTI I ANDOVER, MASSA('1-11JSEA"l"S 01 845 978.688,9540 Phone 76 p E „ held 818.114a r1c.>rtha�{over•m��'��w� ,� m www.norttiandoverma.gov W"i 0 8 APPLICATION FOR SOIL TESTS _ iii.�ba.:iia1)�.rw�Aw���ecw��Li�i� DATE:..._ . /� �.m... — MAP&PARCEL: 10V LOCATION OF SOIL TESTS: Z OWNER: ct -jm..A _....._Contact1-70 . e� I APPLICANT: Contact 11: ADDRESS:_ %f...m-__...<- .�- ENGINEER: R: Contact It: CER'T'IFIED SOIL:EVAI,[JA'TOR; �---- '' L, Intended Use of Land: Residential Subdivision' m Ha ce Commercial Is This: Repair Testing: 16 Undeveloped Lot Testing: Upgrade for Addition: In the I..ake Cochichewick Watershed? Yes_ No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM Y Proof of land ownership(Tax bill,or letter from owner permitting test) 8.5"v If"Plot plait&Location of Testing(please indicate test pit sites on the plant) Y Fee of$585.00 per lot for new 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 v Only Certified Soil Evaluators may perform deep hole inspections. Y Only Mass,Registered Sanitarians and Professional Engineers can design septic plans. Y At least two deep holes and two percolation tests are required for each septic system disposal area. Y Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH representative. Y 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 for►ns shall be submitted. Please Do Not Write Below This Line 1 N.A. Conservation Commission Approval Date. / Sigitattrre of Cottservtrtiott Agent: ► eta 1 V r6 Date back to Health Department: (stamp int): �(�� 47 � Residential Property Record Card Parcel ID: 210!104.6-0158-0000.0 MAP: 104.6 BLOCK: 0158 LOT: 0000.0 Parcel Address: 127 VEST WAY FY: 2016 PARCEL INFORMATION Use-Code: 101 Sale Price: 200,000 Book: 04978 Road Type: T Inspect Date: 0511312010 Owner: Tax Class: T Sale Date: 0 310211 998 Page: aozs Rd Condition: P Meas Date: as/lstzolo MARINO,JOSE PH A Tot Fin Area: 3018 Sale Type: P Cert/Doc: Traffic. M Entrance: x Address: Tat Land Area: 2.150 Sale Valid: L Water: Collect Id: RRC 127 VEST WAY Sewer. Grantor. SOMERSET BANKfTRU MA Sewer. Inspect Reas: C NORTH ANDOVER MA 01845 Exempt-B/Lie 010 Resid-B/L% 1001100 Comm-B/L% 010 Indust-B/L% 010 Open Sp-B/L% 010 RESIDENCE INFORMATION LAND INFORMATION I Style: CL Tot Rooms: 7 Main Fn Area: 1730 Attic: Y NBHD CODE: 7 NBHD CLASS: 7 ZONE: R1 Story Height: 2.00 Bedrooms: 4 Up Fn Area: 1288 Bsmt Area: 1688 Seg Type Code Method Sq-Ft Acres Inftu-YIN Value Class Roof: G Full Baths: 2 Add Fn Area: Fn Bsmt Area: 1 P 101 S 43560 1.000 N 226,512 Ext Wall: FB Half Baths: 1 Unfin Area: Bsmt Grade: G 12 R 101 A 1.150 N 8,740 Masonry Trim: Ext Bath Fix: Tot Fin Area: 3018 Foundation: CN I VALUATION INFORMATION Bath Qual: T RCNLD: 354941 Kitch Qual: T Eff Yr Built: 1990 Current Total: 590,200 Bldg: 354,900 Land: 235,300 MktLnd: 235,300 Mkt Adj: Heat Type: HW Ext Kitch: Year Built: 1983 Prior Total: 583,700 Bldg: 361,900 Land: 221,800 MktLnd: 221,800 Sound Value: Fuel Type: O Grade: G Cost Bldg: 354,900 Fireplace: 1 Bsmt Gar Cap: Condition: G Att Str Val 1: Central AC: N Bsmt Gar SF: Pct Complete: Att Str Va12: !Att Gar SF: 576 %Good P/F/E/R: 1/100187 Porch Type Porch Area Parch Grade Factor P 215 iS 216 Sketch ,Photo I 1 216 Sq_FL G 576 Sq. -, 400 Sg11F4i_ 1f28$Sq Ft _ - �' .firj t d4 _-A Me r _ 127 VEST WAY I MassDE3P Online Map Viewer Wetland and Wetland: Change Areas ATApi; ; ax "1,��,� ;I l y„y � L �i ir! r �'ryr %%� ii���/ r ', / y!n t / / // 1r�r � (Y�N,A � r,rf r/�n a ✓�q ,�r�l/�'.. r/ � ”! ,!',/,I) ' r, G/U r r b„ r 1/, r y J� 'fl('1� y r % �'l, „nry nY( f Rj r/ �;",r IJ�✓'f��.. 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Fwd: CommDev-Ricoh 1 message Lisa Hadge <Ihadge@northandoverma.gov> Tue, Aug 9, 2016 at 4:37 PM To: Dan Ottenheimer<dano@millriverconsulting.com>, Isaac Rowe <irowe@millriverconsulting.com>, Pam Lally <plally@millriverconsulting.com> Cc: Brian LaGrasse <blagrasse@northandoverma.gov>, Michele Grant<mgrant@northandoverma.gov> Please call Joe Serwatka to set up soil testing. Lisa ---------- Forwarded message ---------- From: <spiceworks@northandoverma.gov> Date: Tue, Aug 9, 2016 at 4:35 PM Subject: CommDev-Ricoh To: "Deems, Maura" <mdeems@northandoverma.gov>, "Hadge, Lisa" <lhadge@northandoverrna.gov> This E-mail was sent from "RNP002673C141A2" (MP C4504). Scan Date: 08.09.2016 16:35:01 (-0400) Queries to: spiceworks@northandoverma.gov Lisa Hadge Health Department Town of North Andover 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone 978-688-9540 Fax 978-688-8476 Email lhadge@northandoverma.gov Web www.northandoverma.gov 20160809163501808.pdf 1981 K https://rnail.google.com/mail/ca/u/0/?ui=2&ik=46857787d0&view=pt&search=sent&tti=l 567106317fa8050&s1ml=1567106317fa8050 1/1