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Home My WebLink AboutBuilding Permit #Exception - 325 BOSTON STREET 5/1/2018 w TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION 3a Print. PROPERTY OWNER S T-�-V e- FaAy4 o 0�A- ran,R-e, - Print 100 Year Old Structure yes G MAP NO: 101 D PARCEL: 1.3(o ZONING DISTRICT: Historic District yes no Machine Shop Village yes n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building &1,6ne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ pernolition ❑ Other Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District PANater/mer DESCRIPTION OF WORK TO BE PERFORMED: a STi vuT � .3 6�0 SF SiWtle- FAv-k � Identification Please Type or Print Clearly) OWNER: Name: S Ted i r—fLA cw \oCA Phone: 77 PA1707? Address: '�6' FWrLv-- o �) CONTRACTOR Name: +q is Yoa� Phone: f dor)3 2 Y V 6 Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agentt/Owwne Sig nature of contract Plans Submitted L`i' Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ V Q Plans Submitted 19' Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF_-SEWERAGE.DISPOSAL - Swimming Pools ❑ Public Sewer ❑ Tanning/MassageBodyArt well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc.. 19 Permanent-Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on / Si 'nature COMMENTS r C Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes . Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer ConnectioniSignature&Date Driveway Permit DPW Tows Engineer: Signature: Located 384 Osgood Street FIRE DEAR�ft I e�9T - Temp Dumpster on site yes no -Located-at 124 Mair Street Fire Department sigriature/date i.�n an nrKl+c, SETTLED vt: :t kti FILE COPY North Andover Health Department (ommunity Development Division August 7, 2013 Stephen Franciosa 8 Newell Farm Drive West Newbury, MA 01985 Re: Subsurface Sewage Disposal System Plan for (Lot 13) 325 Boston Street, Map 107D, Lot 136 Dear Mr. Franciosa: The proposed wastewater system design plan for the above site dated July 23, 2013 with a final revision dated August 5, 2013, received on August 6, 2013 has been approved. The design has been approved for use in the construction of a new upgraded onsite septic system, designed for a new 4-bedroom(maximum 9- room) home. This plan is good for 3-years from the date of approval. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover or the plan approval will be voided. This approval is also subject to the following conditions: 1. Prior to the issuance of the Disposal Works Installers Permit, the applicant must submit a foundation as-built at the same scale as the approved plan. 2. Prior to the issuance of the Disposal Works Installer's Permit,the applicant must submit the floor plans of the home showing no greater than four bedrooms or a total of nine rooms. 3. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 4. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 325 Boston Street(Lot 1.3) August 7, 2013 and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with-any of the aforementioned requirements. Please feel free to contact the office with any questions you may have. We look forward to working with you to install a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. S/ce fS . Sa er, S/RS Public Health Director Encl. N Andover Installer's list cc: Phil Christiansen, P.E. File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 ST2141.' LED j . h a TED A 514, tom _ North Andover Health Department Community Development Division a U i- August 5, 2013 Philip Christiansen,P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill,MA 01830 Re: Subsurface Sewage Disposal System Plan for Lot 13—325 Boston Street(Map 107D,Lot 136) Dear Mr. Christiansen, The proposed wastewater system design plan for the above site dated July 23,2013 and received on July 24, 2013 has been reviewed. Unfortunately,the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item. 1. Th si a ped by the was not signed y the designer. 2. On sheet 1 of 2,the trench sidewall depth of 1.5' for the conventional system appears to provide only 1000 sf of leaching area. Please modify the calculations to provide 1100 sf of leaching area. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, Susan Y. Sawyer, REHS/RS Public Health Director cc: Stephen Franciosa File Page 1 of 1 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER,MASSACHUSETTS,01845 978.688.9540-Phone Susan Y.Sawyer,RENS/RS 978.688.8476-FAX Public Health Director E-MAIL:healthdot(a townofnorthandover.com WEBSITE:http://www.townofnortliandover.com SEPTIC PLAN SUBMITTAL FORM Date of Submission:J u ly 24, 2013 Site Location: Lot 13 Boston Street, Map 107D, Lot 136 Engineer:Christiansen & Sergi, Inc New Plans? Yes XX $225/Plan Check# 17 (includes 1St submission and one re- review only) RECEn/E ) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes XX No JUL z 4 2013 TOWN OF NORTH ANDOVER Local Upgrade Form Included? Yes No XX HEALTH DEPARTMENT Telephone#:978-373-0310 Fax#:978-372-3960 E-mail:-phil@csi-engr.com Homeowner Name:Lone Star realty Trust OFFICE USE ONLY When the sub ssion is complete(including check): ➢ Date stamp plans and letter ➢ Complete and attach Receipt p p ➢ Copy File; Forward to Consultant ➢ Enter on Log Sheet and Database iernnionwealth of Massachusetts City/Town of North Andover, Ma.01845 Farm 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. facility Information R7LEA D Steve Franciosa Owner Name tj, g 345 Boston Street --ygsCt� NVJ 107DStreet Address TOWN OOVERMap/Lot# fvca. Andover HEALTH DENT _ _ 01845-6204 City T--- -- —`— ate Zip Code B. Site Information 1. (Check one) ® New Construction ❑ Upgrade ❑ Repair 2. Published Soil Survey Available? ® Yes ❑ No If yes: 1981 1,24.000 36 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 Map Unit Name Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions (USGS): Month/Year Range: ❑ Above Normal ❑ Normal ❑ Below Normal 7. Other references reviewed: --- ---- Soils for 345 boston St No.Andover OP 1&2 7-9-13•rev. 1/10 Form 11 –Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8 Commonwealth of Massachusetts r Cit /Town of Forth Andover Ma.01845 }- I° Y �- - 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: — 7-9-13 9AM Cloudy 70 Dale Time Weather 1. Location Ground Elevation at Surface of Hole: — Location (identify on plan): -- — 2. Land Use Residential ^ _ Fe_w _ _ 8% (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Mature Trees _ Drumlin Vegetation Landform __ Position on Landscape(attach sheet) 3. Distances from: Open Water Body N/A Drainage Way 100+ Possible Wet Area 100+ feet feet feet Property Line e�t Drinking Water Well N/A — Other feet 4. Parent Material: Glacial Till _ Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ La er Impervious s p y ( ) ❑ Weathered/Fractured Rock El Bedrock 5. Groundwater Observed: ® Yes ❑ No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 4511 ---- -- inches elevation Soils for 345 boston St No.Andover OP 1&2 7-9-13-rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 2 of 8 Commonwealth of Massachusetts ` D City/Town of North Andover, Ma.01845 Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: -- -- Redoximorphic Features Coarse Fragments y Soil Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %b Volume Soil Depth(in.) Layer Moist(Munsell) (USDA) Structure Consistence Other Depth Color Percent Gravel Cobbles 8 Stones (Moist) 0"-8" A 10YR3/4 F/S/L Weak Very Friable 8"-14" BW 10YR5/6 F/S/L Weak Friable 14"-120" C 2.5Y5/6 45" 5Y5/4 Gr/L/S 20% 5% SABK Friable Additional Notes: Soils for 345 boston St No.Andover OP 182 7-9-13•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 ` . Commonwealth of Massachusetts City/Town ofNorth Andover, Ma.01845 Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal G. On-Site Review (continued) 2 7'Q-13 1OAWl Cloudy 75 Deep K}baarvatimmHole ��unmbmr: - —'----- -------- --- Date Time vveamv, 1 Location Ground Elevation otSurface ofHole: ------ Location (identify on plan): ------ — --- 2. Woodland Few 896 ----- ------------- - -- Land Use (o.g,wmou|mnu,agricultural field,vacant lot,etc.) Surface Stones Slope("�) Mature Trees Drumlin Vegetation Landform Position unLandscape(attach sheet) N64 100+ 100+ 3 Oin�annaa fnnnn� Open Water Body ------- Drainage Way ----- Possible VVatAveo 3. Distances oao� oae� m,ot 2U+ N/A Property Line ------ Drinking Water ------ Other ------ m,o� oae� oaot ' Till4. ParentMaterial: Glacial TiUnsuitable K8aharie|a Present: Yeo No If Yes: 0 Disturbed Soil El Fill Material El |mpominuoLayer(o) [] VVeathered/FnactuvedRook [] Bedrock 5 Groundwater �� Yam �� No If� � �� Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth toHigh Groundwater: 43" --------------- inches elevation Soils for a«ouvgvncxNo.Andover oP1aa7*'1n^rev. x10 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal ^Page 4nf8 Commonwealth of Massachusetts 1= - Irw City/Town of North Andover, Ma.01845 F Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-§ate Review (continued) Deep Observation Hole Number: 2 --— --— Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) layer Moist(Munsell) (USDA) Cobbles& Structure Consistence Other Depth Color Percent Gravel Stones (Moist) 0"-8" A 10YR4/3 F/S/L Weak Very Friable 8"-15" BW 10YR5/6 S/L Weak Friable 15"-120" C 2.5Y5/4 Gr/L/S 20% SABK Friable Additional Notes: Soils for 345 boston St No.Andover OP 1$2 7-9-13•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, Ma.01845 Form 11 Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: El Depth observed standing water in observation hole A. N/A B. N/A inches inches El Depth weeping from side of observation hole A. N/A B. N/A inches- inches F-1 Depth to soil redoximorphic features (mottles) inc-hes A. 45" B. 43" inches ❑ Groundwater adjustment(USGS methodology) A. B. 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? 0 Yes M No b. If yes, at what depth was it observed? Upper boundary: Lower boundary: 45"-120" inches inches Soils for 345 boston St No.Andover OP 1&2 7-9-13-rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 6 of 8 Corrimonwealth of Massachusetts Cit /Town of North Andover, Ma.01845 Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Y 9 p 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 furth certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and i nc 310 CMR 15.100 through 15.107. n e o Soil Evalua Date ^ F. Paul Cardone/ Septic Compliance, Inc. 6/9_6 Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Isaac Rowe From Mill River Engineering#SE322 _No. Andover,Ma. Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.01$(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. Soils for 345 boston St No.Andover OP 1&2 7-9-13•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts City/Town of No Andover, Ma. Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information Steve Franciosa Owner Name 345 Boston Street Crmat) 107q_/_/ Street Address Map/Lot# No. Andover Ma. 01845-6204 City State Zip Code B. Site Information 1. (Check one) 0 New Construction El 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 El No If yes: Year Published Publication Scale Map Unit _Ge0_106_1c_Material Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? El Yes E] No Within the 100-year flood boundary? [] Yes E:1 No Within the 500-year flood boundary? E] Yes El No Within a velocity zone? El Yes 0 No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditions (USGS)-. Month/Year Range: E] Above Normal E] Normal El Below Normal 7. Other references reviewed'. Soils for 345 Boston Street No.Andover OP#3&4 79-13-rev. 1/10 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal -Page 1 of 8 Commonwealth of Massachusetts ,� -- City/Town of No Andover, Ma. � = Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary Qnd reserved disposal area) Deep Observation Hole Number: 3 7-9-13 10:30_ _ Part Sun 75 _ Date Time Weather 1. Location Ground Elevation at Surface of Hole: Location (identify on plan): - - ---- Residential _ _ _ _ Few 5-7% _ 2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Mature Trees _ Drumlin Vegetation' Landform ��— Position on Landscape(attach sheet) _ 3. Distances from: Open Water Body feet N/A Drainage Way feet 100+ Possible Wet Area 100+ feet Property Line 20+— Drinking Water Well N/A Other feet feet feet 4. Parent Material: Glacial 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 Soils for 345 Boston Street No.Andover OP#3&4 79-13•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 Cornmonwealth of Massachusetts city/Town of No Andover, Ma. Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 3 ----- Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) - - -- Consistence Other Layer Moist(Munsell) (USDA) Cobbles& Structure Depth Color Percent Gravel (Moist) Stones Very Friable T-6" A 10YR3/4 F/S/L Weak Friable 6"-13" BW 10YR5/6 F/S/L Weak Friable 13"-120" C 2.5Y5/6 Gr/L/S 20% 5% SABK Friable Additional Notes: Soils for 345 Boston Street No.Andover OP#3&4 79-13•rev. 1/10 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 ' Commonwealth of Massachusetts City/Town Of No Andover, M@. Form 11 ~ Soil Suitability Assessment for ��n��'�� Sewage Disposal C. On-Site Review (continuecl) 4 7-0-13 12�00 80Pu� Sun ��aap ��bmenvmtimnHole Nurnber' ----------' - '--- ' Date Time vvoame, 1. Location Ground Elevation sdSurface cfHole: ------- Location (identify on plan): --�----------------- 2 Land Use Residential Few -- ---- '----'---'----- <eg..woodland,agricultural field,vacant lot,vtol Surface Stones 8|upo(.$) Vegetation Landform Position onLandscape(attach sheet) N/A 10U+ 1OO+ 3 Die�anoe� hnnn� Open ------- Drainage Way ----- Pos�ib|oVVetAnaa 3. Distances � feet oaot foot Property20+Line ------- Drinking Water ---N6�--- Other ------ feet feet feet Glacial Till 4. Parent Material: ------ Unsuitable Materials Present: Fl Yea 0 No If Yes: [] Disturbed Soil El Fill Material El |mpen/iouoLuye4o) VVeutharod/Frootu/odRook E] Bedrock S N/A N/ADepth Weeping from Pit Depth Standing Water in Hole Groundwater �� Yes �� No |fy�a� -- Estimated Depth UoHigh Groundwater: 44^ inches r/evauon Soils for 84oBoston Street No.Andover Op#3&4rg'1s^rev. 1/10 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal ^Page 4vf8 Commonwealth of Massachusetts -� -- �2 City/Town of No Andover, Ma. ;- - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) hDeep Observation Hole Number: 4 -- --- Redoximorphic Features Coarse Fragments Soil Horizon/ Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist(Munsell) (USDA) Structure Consistence Other Depth Color Percent Gravel Cobbles& (Moist) Stones 0"-10" A 10YR3/4 F/S/L Weak Very Friable 10"-17" BW 10YR5/6 F/S/L Weak Friable 17"-120" C 2.5Y5/6 GR/L/S SABK Friable Additional Notes: Soils for 345 Boston Street No.Andover OP#38,4 79-13-rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal .Page 5 of 8 Commonwealth of Massachusetts City/Town of No Andover, Ma. Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation --- 1. Method Used: El Depth observed standing water in observation hole A. N/A B. N/A inches inches El Depth weeping from side of observation hole A. N/A B. N/A inches nches Depth to soil redoximorphic features (mottles) A. 40" B_44'__ inches inches ❑ Groundwater adjustment(USGS methodology) A. .B. inches inches Z 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? M Yes ir-1 No b. If yes, at what depth was it observed? Upper boundary: — Lower boundary: 40"-120" inches inches Soils for 345 Boston Street No.Andover OP#384 79-13-rev. 1/10 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal -Page 6 of 8 _ Commonwealth of Massachusetts City/Town of No Andover Ma. r� 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 furthe ify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in c r c 31 CMIR 15.100 through 15.107. —.__---! 7-11-13 Sig r Soil Evaluator Date F. Paul Cardone/ Septic Commence, Inc#SE322. _ _ _ _6/96 _ Typed or Printed Name of Soil Evaluator/License# �^ Date of Soil Evaluator Exam — Mill River Engineering Isaac Rowe —__ _ _ _ No. Andover, Ma._ _ 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 lest Form 12. Soils for 345 Boston Street No.Andover OP#384 79-13•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts City/Town of No. Andover, Ma. f Percolation Test - ,- Farm 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 Steve Franciosa key to move your Owner Name 1%4,0 -b cursor-do not 345 Boston Street(y1, UA (0.7 Q UT L to use the return Street Address or Lot# key. No. Andover Ma. 01845-6204 City/Town State Zip Code Phil Christiansen 978-373-0093 Contact Person(if different from Owner) Telephone Number B. Test Results 7-9-13 10:15 7-9-13 10:54 Date Time Date Time Observation Hole# 1 3 _ Depth of Perc 23" +18"=41" _ 18"+18"=36" Start Pre-Soak 10:15 10_54 End Pre-Soak 10:30 11:09 Time at 12° 10:30 11:09 _ Time at 9" 11:15 11:27 Time at 6" 12:17 _ 11:50 Time (9"-6") 62 minutes _ 23 minutes Rate (Min./Inch) 20 min/inch 8 min/inch _ Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ F. Paul Cardone/Septic Compliance, Inc. Test Performed By: Mill River Engineering Isaac Rowe Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1 a• TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER,MASSACHUSETTS 01845 Susan Y.Sawyer,REHS,RS 978.688.9540—Phone Public Health Director 978.688.8476—FAX healthdel2t@,townofnorthandover.com www.townofnorthandover.com APPLICATION FOR SOIL TESTS DATE: 6 — /7 MAP&PARCEL: Map 107D Parcel 136 LOCATION OF SOIL TESTS: L® r 1319S7'0<,1 sem, OWNER: Contact STAR RT Contact#: APPLICANT:STEVE FRANCIOSA contact#:978-361-7078 ADDRESS: 8 NEWELL FARM ROAD, WEST NEWBURY MA 01985 ENGINEER: CHRISTIANSEN & SERGI Contact#: 978-373-0310 CERTIFIED SOILEVALUATOR: PHILIP CHRISTIANSEN RECEIVED Intended Use of Land: Residential Subdivision Ingle Family Ho Commercial JUN 17 2013 Is This: Repair Testing: Undeveloped Lot Testing:XX Upgrade for Addition: TOWN OF NORTH ANDOVER li1ALTH DEPARTMENT In the Lake Cochichewick Watershed? Yes No XX THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership(Tax bill,or letter from owner permitting test) ➢ 8.5"x 11"Plot elan&Location of Testing(please indicate test pit sites on the plan) ➢ Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$360.00 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 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: kLf Signature of Conservation Agent. Date back to Health Department: (stamp in): I � 1 I EDGE OF BORDERING i VEGETATED WETLAND iLIMIT OF 1501 BUFFER 1 ZONE ` \ 1 ./ GE OF BORDERING \ "\ IMITOF200'BUFFER \ \ / VEGETATED WETLAND OF ZONE \ \ #305 BOSTON STREET i FROM PLAN 93 RECORD FOR#314 BOSTON STREET \ 1 \ 4p \ \ \ 1 \ moa \ \ - 1 LIMIT OF 200'BUFF \ \ ZONE \ I \ \ \ \ TEST PIT / LIMIT OF 150'BUFFER \� \ ® \ \ PERC T \ ZONE '\ \ TEST PIT TEST PIT \ \ E�w PERC TEST \ \ \ \ LOT 13 BOSTON STREET 0 PIT 1 EDGE OF BORDERING \ \ _ VEGETATED WETLAND \ \ FROM AS-BUILT PLAN \ \ OF LAND LOT 12 NO. 345 BOSTON STREET 1 \ I 1 \ 4345 BOSTON STREET / � I hlii9SAC:IIC:SI:'f"1'S iLti.iUCL1'I'[UN OF tIEA;:.'t"OI?S' CONTRACT TO PURCHASE REAL ESTATE 9501 (With Contingencies) (Binding Contract.If Legal Advice Is Desired,Consult An Attorney.) From: BUYER(S): / r To: OWNER OF RECORD Name(s): ��. _ i Name(s): Address: IJ Address: The BUYER offers to urch a the real pr rty described as 7 J7 C Tcw to/ethzz all but}din and impryements eon(the "Premises")to which I have been.introduced by ?�I ,wry �'i✓Ja/ ,��u LdAj 5 t,. upon the following terms and conditions: d0 1. Purchase Price The BUYER agrees to pay the sum of$ to the SELLER for the purchase of the .'remises,due as follows, i i• $ _as a deposit to bind this Offer; ii. $ as an additional deposit upon executing the Purchase And Sale Agreement; iii. Bal ce by bank's,cashier's,treasurer's or certified check o_rwire 'transfer at time for closing. 2. Duration Of Offer. This Offer is valid until El a.m.LI"p.m, on r- f by which time a copy of this Offer shall be signed by the SELLER, accepting this Offer and returned t e . R, otherwise this Offer shall be deemed rejected and the money tendered herewith shall be returned to the BUYER. Upon written notice to the BUYER or BUYER'S agent of the SELLER'S acceptance,the accepted Offer shall form a binding agreement.Time is of the essence as to each provision. 3. Purchase And Sale Agreement. The SELLER and the BUYER shall,on or before /� �a rn.-�p.m. on 1-7( P117 execute the Standard Purchase and Sale Agreement of th M SACHUSETTS ASSOCIATION OF REALTORS® or substantial equivalent which, when executed, shall become the entire agreement between the parties and this Offer shall have no further force and effect. 4.Clasine ELLER agrees to deliver a good and sufficten deed convey good nd clear record and marketable title at 'er Q a.m. m. on )t;��i' 3 -P Lt l at the _ _ l /j County Registry of Deeds or such other time or place as may be mutually agreed updn by the arties. 5.Escrow. The deposit shall be held by J , )7A- as escrow agent,subject to the terms hereof. Endorsement or negotiation of this deposit by the real estate broker shall not be deemed acceptance of the terms of the+Offer. In the event of any disagreement between the parties concerning to whom escrowed funds should be paid, the escrow agent may retain said deposit pending written instructions mutually given by the BUYER and SELLER. The escrow agent shall abide by any Court decision concerning to whom the funds shall be paid and shall not be made a party to a pending lawsuit solely as a result of holding. escrowed funds. Should the escrow agent be made a party in violation of this paragraph, the escrow agent shall be dismissed and the party asserting a claim against the escrow agent shall pay the agent's reasonable attorneys'fees and costs. 6.Contingencies . It is agreed that the BUYER'S obligations under this Offer and any.Purchase and Sale Agreement signed pursuant to this Offer are expressly conditioned upon the following terms and conditions: a. Mortgage . (Delete if Waived) The:BUYER'S obligation to purchase is conditioned upon obtaining a written commitment for financing in the amount of$ iJr" at prevailing rates, terms and conditions by The BUYER shall have an obligation to act reasonably diligently to satisfy any condition within the BUYER'S control. If, despite reasonable efforts, the BUYER has been unable to obtain such written commitment the BUYER may terminate this agreement by giving written notice that is received by 5:UU p.m. on the calendar day after the date set forth above. In the event that notice has not been received,this condition is deemed waived.In the event that due notice has been received,the obligations of the parties shall cease and this agreement shall be void; and all monies deposited by the BUYER shall be returned. In no event shall the BUYER be deemed to have used reasonable efforts to obtain financing unless the BUYER has submitted one application by and acted reasonably promptly in providing additional information requested by the mortgage lender. 45013.30.07/214648 MASSFORMS. C1-1991,20007 2001,2002,2007,2010 MASSACHUSETTS ASSOCIATION OF REALTORS( $lull•+'iUt)InnUerd Ifl.'11(Fz4All•FUrnu. rgi.ninii,w: �rm.vry ___ Form 501 r y b.Inspections. (Delete if Waived) The BUYER'S obligations under this agreement are subject to the right to obtain inspection(s)of the Premises or any aspect thereof, including, but not limited to, home, pest, radon, lead paint, mold, septic/sewer, water quality, and water drainage by consultant(s) regularly in the business of conducting said inspections,of BUYER'S own choosing, and at BUYER'S sole cost within days after SELLER'S acceptance of this agreement. If the results are not satisfactory to BUYER, in BUYER'S sole discretion, BUYER shall have the right to give written notice received by the SELLER or SELLER'S agent by 5:00 p. m. on the calendar day after the date set forth above, terminating this agreement. Upon receipt of such notice this agreement shall be void and all monies deposited by the BUYER shall be returned. Failure to provide timely.notice of termination shall constitute a waiver. In the event that the BUYER does not exercise the right to have such inspection(s) or to so terminate, the SELLER and the listing broker are each released from claims relating to the condition of the Premises that the BUYER or the BUYER'S consultants could reasonably have discovered. 7. Representations/Acknowledgments . The BUYER, acknowledges receipt of an agency disclosure, lead paint disclosure (for residences built before 1978),and Home Inspectors Facts For Consumers brochure(prepared by the Office of Consumer Affairs). The BUYER is not relying upon any representation, verbal or written, from any real estate broker or licensee concerning legal use. Any reference to the category (single family, multi-family, residential, commercial) or the use of this property in any advertisement or listing sheet, including the number of units, number of rooms or other classification is not a representation concerning legal use or compliance with zoning by-laws, building code, sanitary code.or other public or private restrictions by the broker. The BUYER understands that if this information is important to BUYER, it is the duty of the BUYER to seek advice from an attorney or written confirmation from the municipality.In addition,the.BUYER acknowledges that there are no warranties or representations made by the SELLER or any broker on which BUYER relies in making this Offer, except those previously made in writing and the following: (if none,write"NONE"): S.Buyer's Default. If the BUYER defaults in BUYER'S obligations,all monies tendered as a deposit shall be paid to the SELLER as liquidated damages and this shall be SELLER'S sole remedy. 9. Additional Term / C�/Ut U,. Kti' C: /5'1c7 Qk A&-ill e-6b4c c7 .'rAL, 46,66 y / O L _ LL_,., ate �G�&! ,�C( `�J E L?l jA/ BU ER Date S L; BUY SELLER'S REPLY SELLE :(check one and sign below) y (a) ACCEPT(S)the Offer as set forth above at� a.m. p.m.on this day of / U (b) REJECT(S)the Offer. (c) Reject(s)the Offer and MAKE(S)A COUNTEROFFER on the following terms: This Counteroffer shall expire at ❑a.m. ❑ p.m.on if not withdrawn earlier. �A ��)Date4ZO SELLER Date STEL ER,or spousse IIF COUNTEROFFER FROM SELLER)BUYER'S REPLY The BUYER: (check one and sign below): _(a) ACCEPT(S)the Counteroffer as set forth above at ❑a.m. ❑ p.m.on this day of _fib) REJECT(S)the Counteroffer. Date _ Date BUYER BUYER MASSFORMS`" 01999,2000,2001,2002,2007,2010 MASSACHUSETTS ASSOCIATION OF REALTORS& Stut—ld,51uud.d Ke l taupe turves RECEIPT FOR DEPOSIT I hereby acknowledge receipt of a deposit in the amount of$ from the BUYER this day of Escrow Agent or Authorized representative MASSFOR.MS" (9-099,2000.2001,2002),2007,2010 MASSACHUSETTS ASSOCIATION OF REALTORSO12k st—wide so—d"rd Rrnl V.1—F,1rn Blackburn, Lisa From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Tuesday,July 09, 2013 3:11 PM To: Blackburn, Lisa; 'Dan Ottenheimer'; 'Pam Lally' Cc: Sawyer, Susan; 'Isaac Rowe' Subject: RE: 325 Boston St. (Lot 13) Attachments: 325 Boston Street - Soil testing results 7-9-13.PDF Susan/Lisa, Attached are the soil testing results from today. This was for new construction. Let me know if you have any questions. Thanks, Isaac M.Rowe,R.S. Project Manager Mill River Consulting 6 Sargent Street i 1 — Ab D - --�- 4 45 ---- - - � � � e� �