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HomeMy WebLinkAboutCorrespondence - 305 BOSTON STREET 3/15/2012 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION -3d,�°_ ©S i d r Print PROPERTY OWNER .��e�-� Cep} / i�'Q�'�i2 T> .5 L unit # Print MAP NO: le)7P PARCEL: S ZONING DISTRICT: A Historic District yes d5D Machine Shop Village yes 100 year-old structure 4�p no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building iXOne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other etic ❑Well � F ❑Filood iny �❑'Wetlands D � P > la ° Watershed�Disinct Wate-� r/Sewer' 4 p x , - - DESCRIPTION OF WORK TO BE PERFORMED: I_Faz z,6 (Identification Please Type or Print Clearly) OWNER: Name:_ Phone: 603- %/-&-,,FS 9 Address: 17 74i llcv^es 't Pe-, I`ta,,,.. A+o,-) v\3(4 d 8yy CONTRACTOR Name: aN Z Phone: Address: Supervisor's Construction License: G° S x D U Exp. Date: /f 1711-3 Home Improvement License: Exp. Date: ARCHITECT/ENGINEER p!}�sc:� i=LrN _ Phone:_ J7 V.3r; Address:. A16P-V1 &"b F LV 1, ma- _Reg. No. FEE SCHEDULE:BULDING PERMIT.•$9200 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ ' p�D FEE: $ Check No.: Receipt No.: NOTE: Persons contracting wit . cnregistered co ractors do not have access to e guaranty fund Ngnature`of Agent/O,wnor! ' _ ignature of,contracto , Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑' Tanming/Massage/Body Art ❑ FFoodPackaging/Sales Pools ❑ a � Well fbvf Tobacco Sales ❑ ❑ Private(septic tank,etc. Permanent Dumpster bn 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 Z Si nature COMMENTS l Zoning Board of Appeals: Variance, Petition No: M i Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & SeVVG'C COf1t1G'CtlOrl/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Main Street i Fire Department signature/date � i COMMENTSi t� ;x cod ® ® lu P4 v � . no nn, an o Cd rr� c s W c y co Cc 0 a= CD PQ L n u. E < r� co tm cm LU CA 0 CL CO CO2 CD e p L 0 CD �t ° 140 ' yam" ; c , co uj Cc CO ®. ® ®3 cf) CL) co rn �� c :o c ® °, cc 0 u d� m CD cc MEMO= V) c ° eCO) CA ® sue 0 C2.vs � •9 ® u i C CL 03 ® ® e ujr� � ®, v'O '� CL 0:6 w C p v9.0 ®_ ® C• o ' • • North Andover Health Department Community Development Division February 29, 2012 Robert Houghton 44 Ash Street North Andover,MA 01845 RE: Subsurface Sewage Disposal System Plan for 305 Boston Street,Map 107D, lot 5, North Andover,Massachusetts Dear Mr. Houghton, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by the Christianson& Sergi Inc., dated January 23, 2012, last revised February 13, 2012. The design has been approved for use in the construction of a replacement, four bedroom(maximum 9-room home), onsite septic system. This plan is generally good for 3-years from the date of approval however since this is a repair to,the system must be installed within 2 years from the date of the approval, February 24, 2012. 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. In the event an imminent health problem such as sewage backup into the dwelling is occurring,the North Andover Board of Health may reduce the time period for which this plan is valid. This approval is also subject to the following conditions: 1. 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)). Page 1 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 305 Boston Street February 29, 2012 2. 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 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. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerely, S san Y. Sawyer, REHS/R Public Health Director cc: Philip 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 CSn- . wow'r imuwxro S um � wiu , INC,160 SUMMER STREET HAVERI U1, MA 01830 PROFESSIONAL ENGINEERS AND LAND SU WEYOMS Pee:978-:373­0310 wvww cs i engrc orn fax p 9 February 13, 2012 Ms. Susan Sawyer �� or1l"fllrfP�.K4�,[ I"IY16 r Public Health Director North Andover Health Department 1600 Osgood Street, Building 20, Suite 2-36 North Andover, MA 01645 Re: Subsurface Disposal System for 305 Boston Street Dear Ms. Sawyer: In response to the comments in your February 7, 2012 review letter, we have revised the Septic System Design for the above referenced lot. The revisions are as follows: 1. handy Burley's name has been added as the soil evaluation witness on Sheet 1. 2. The proposed foundation drain, which is located off of the southwest corner of the house, has been added to the Site Plan on Sheet 2. 3. The distances from the septic tank and leaching area to the dwelling and property lines have been added to the Site Plan on Sheet 2. 4. Notation has been added below the Profile on Sheet 2 stating that all outlets from the distribution box are to be at the same invert elevation. 5. Notation has been added below the Profile on Sheet 2 stating that the outlet distribution lines shall be level for a minimum of the first two feet of their length. 6. The proposed grading indicated on the Profile on Sheet 2 has been revised to indicate 9 inches of cover over the distribution box. 7. Notation has been added above the Cross-Section on Sheet 2 stating that the finish grade over the leaching area is to have a minimum slope of 2%. The proposed grading indicated on the Cross-Section has been revised accordingly. Please contact me if you have any questions regarding this matter. Very tr ly your hris,t - hi' Christiansen 4 North Andover Health pepurtment Onvnuiiity Develolanient Division February 7, 2012 Phillip Christiansen, P.E. Christiansen and Sergi, Inc. 160 Summer Street Haverhill, MA 01830 Re: Subsurface Sewage Disposal System Plan for 305 Boston Street Dear Mr, Christiansen, The proposed wastewater system design plan for the above site dated January 23, 2012 received on January 28, 2012 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific sectio'n in Tithe 5: 310 CMR 15.000, or North Andovcr regulation that is not met by this design t allows/each item where applicable, 1. Please indicate the name of the individual w,o witnessed the soil testing (It was Randy Burley, from Mill River Consulting) 2. Please provide the location andelevation`of-the foundation drain. If there is no drain, f please make a statement to that effect on the plan. (NA 8.02) 3. Please provide distances from the septic tank and soil absorption system to the dwelling and property line. (NA 8.03) 4. Please provide notation the all outlets on the distribution box are to be the same elevation (232 (3)(b)) 5. Please provide notation that all the outlet pipes from the distribution box are to be level for the first 2 feet (232(3)(c)) 6. It appears the distribution box is deeper than 9". Please provide a riser (232(3)(f)) 7. Please provide notation the final grade over the leaching area is to have a slope of at least 2% (240(10)) 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 Page 1 of 2 Not-Ili Andover Ileaalt.h D partmew, 1600 (�;�wt;taod Strut, lfrrilding, 20,, Suite :I6, North Andover,, MA. 0 1845 Phone: 978r 688.9540 Fax: 978,688,8476 f'6 compliance with all I'CgLrlatiorIs and assure protection of public health and the environment of North Andover, p a Susan Y. Sawyer, REl-3 IRS Public Health Director cc: File Pale 2 of 2 North Andover 1-leflth Deperr°krric tit„ 1600 Osgood "Street, Buildh ,, 20, littile 3t'i, North Andover, MA 018,15 ` Phonc; VM688A'540 Fax: 978,688, 476 elleChiaie, Pamela From: Randy Burley [rburley @millriverconsulting.com] Sent: Tuesday, February 07, 2012 3:52 PM To: 'Daniel Ottenheimer'; Grant, Michele; 'Isaac Rowe'; 'Marianne Peters'; DelleChiaie, Pamela; Sawyer, Susan Subject: 305 Boston St Attachments: Disapproval letter.doc Dear All, Please find attached the disapproval letter for the above referenced property. The plan was generally very professional. Only minor notes was missing. While it is noted the bench mark is to be set prior to construction (note 14 sheet 1), this should be put in your file and/or highlighted some how. Sincerely, Randy Burley Project Manager Mill Rivet, t.`on ul��inf. 6 Sargent Street Gloucester, MA 01930 Ph 978-282-0014 Fx 978-282-1318 yv������ll��yc.tc�r�t�trt[ti.rc�rt"� rb LIl°ley(ii).tii;illrivei-colts>iltira Please note the Massachusetts Secretary of State's office has determined that most en-mils to and from municipal offices and officials are public records. For more information please:refer to:htta//evyaw.sec stt .pna.4a% rere_6c1x.Vttr. Please;consider the environment before printing this email. 1 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Friday, ,January 27, 2012 1:21 PM To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Peters, Marianne; 'Randy Burley' Cc: Sawyer, Susan Subject: FW: Septic Plan Review- 305 Boston Street Attachments: 20120127120021053.pdf Hello, Here is a scanned copy of an application for a septic plan review for 305 Boston Street. it is being sent in the mail today. Best Regards, Pamela DelleChiaie Departmental Assistant I Community Development Division I Health Department Town of North Andover-1600 Osgood Street I Bldg 20 1 Suite 2-36 1 North Andover,MA 01845 T Office-978-688-9540 Fax-978-688-8476 lWebsite-httl:)://wv,Tw.to,A/nofnorthand.oN,er.com/Pages/iildex -----Original Message----- From n c j �60t �wno(norl a ncb c_c m [Lit ijt( no�I) y�,e!I, �:��-)f'orthandover, 9r; Sent: Friday,January 27,2012 12:00 PM To: DelleChiaie,Pamela Subject: Septic Plan Review- 305 Boston Street This E-mail was sent from"RNPOA428C" (Aficio MP C5000). Scan Date:01.27.201212:00:20(0500) Queries to:n) c 12ly trav!i c i r o t tli�cricj�:v a c om Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: l:f .._SC ( Scat( rTLLU5/p:c/l Please consider the environment before printing this email. 1 TO W 1`4 N()RTI I A N,�1t()N/E tin %AORT�j Office ofCOMMUN.UT V 111.�AL`1`11 DFAIARTNIMT 100101 OSGOOD STIIZEEA'; BLULDINC 20; SUITF2-30 Alt N()1011 �\�,,J X)V I 1 , M A SSA( I11 U 1,�I" IN 0 1,1W 5 cm 978,6W9540 Phone Susan Y, Sawyeir, 1AF I ls/lts 97P, 088,8d'76 FA)'� Public lk".1101 Dif-ector WIT13SH L., .1 XOM SEPTIC PLAN SUBMITTALCORM Date Of Submission: Site Location: 305 Boston Street (Assessors Map 107D, Lot 5) Engineer:_ Philip Christiansen, Christiansen & Sergi, Inc. New Plans? Yes-_X....__.__$225/Plan Check#---, __(includes Is' submission and one re- review only) Revised Plans?Yes $75/Plan Check Site Evaluation Forms Included? Yes X No Local Upgrade Form Included? Yes n/a N Telephone #: 978-373-0310 Fax#: 978-372-3960 E-mail: phil@csi-engr.com Homeowner Name: Owner: Robert Houghton,43 Ash Street, North Andover,MA 01845 Applicant: KINGS OAK PROPERTIES, 17 HILLCREST DRIVE, HAMPTON FALLS, NFJ 03844 OFFICE USE ONLY When the submission is complete (including check): Date stamp plans and letter Complete and attach Receipt Copy File; Forward to Consultant Enter on Log Sheet and Database FORM 11 - s61L EVA.L,UATOR FO104 r No. Dates Cu`,4 1 1J%,%'hi Commonwealth �� �"�;�n�,� Soil Suitability Assessment f or On-site Sewage DLsposa l Performed By: ..........i.4.... Ii'........::...:�...' r. �..hJ a. ::: �?................ i`,:c,r.. , arj P t.,J�.. r Date: WitnessedBy: ............M,!.two,�....R-!-K-A......... ........................................,........:............,................. ............,.... )�' J' ( C ! Owrci'r Na , Y/; wJ . 1 aadon Addrus a 'y" N) / // ✓� fir' c� La N W Addrus,and Telephone t e_jx rr"PIC'% , ew Construction 5D Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes LJ <ti Year Published Publication Scale Sail Map Unit C 'ryl .....,. Drainage Class ..... Soil Limitations' .................................................. ' ".t ......` . : �." .................... Surflcial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale GeologicMaterial (Map Unit) .................................................................................................................................... Landform .............................................................................................. Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes 2' Within 500 year flood boundary No Yes ❑ Within 100 year flood boundary No Eryes ❑ Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit). 1 ................... ... . Current Water Resource Conditions (USGS): Month Range :Above Normal ❑Normal 013elcw Normal ❑ Other References Reviewed: DEP APPROVED FORM.12/07/95 / FORM 11 SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot: 305 BOSTON ST, NORTH ANDOVER, MA On-site Review Deep Hole Number:##1 Date: 12/20/llTi.me: am Weather: CLEAR, 40 Location: (identity on site plan) Land Use: LAWN Slope: 0-3o Surface Stones : none Vegetation: HEMLOCK Landform: TILL RIDGE Position on landscape: (sketch on the back) TOP Distances from: Open Water Body >100 ' feet Drainage way 1200 ' feet Possible Wet Area >100 ' feet Property Line >100 ' feet Drinking Water Well NO feet Other DEEP OBSERVATION HOLE LOG* Depth Soil Soil Soil Soil Other from Horizon Texture Color Mottles Structure Surface (USDA) (Munsell) Etc. (inches) 0-6 a FINE 10YR 3/4 GRANULAR, LOOSE SANDY COMM ROOTS LOAM 6-13 Bwl FINE 10YR 5/8 GRANULAR FRIABLE LOAMY COMM ROOTS SAND 13-37 C1 MEDIUM 2 . 5Y 5/6 HIGH: SL FIRM IN PLACE SANDY 5YR 5/8 LOAM 37-84 C2 MEDIUM 2 . 5Y 5/4 LOW: MASSIVE V FIRM SANDY 5Y 6/4 15% GRAVEL LOAM 10o COBBLES MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material : (geologic) Depth To Bedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: NONE Estimated Seasonal High Ground Water: 30" FORM 11 SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot: 305 BOSTON ST, NORTH ANDOVER, MA On-site Review Deep Hole Number:#2 Date: 12/20/llTime: am Weather: CLEAR, 40 Location: (identity on site plan) Land Use: LAWN Slope: 0-3o Surface Stones: none Vegetation: HEMLOCK Landform: TILL RIDGE Position on landscape: (sketch on the back) TOP Distances from: Open Water Body >100 ' feet Drainage way 1200 ' feet Possible Wet Area >100 ' feet Property Line >100 ' feet Drinking Water Well NO feet Other DEEP OBSERVATION HOLE LOG* Depth Soil Soil Soil Soil Other from Horizon Texture Color Mottles Structure Surface (USDA) (Munsell) Etc. (inches) 0-10 a FINE 10YR 3/4 GRANULAR, LOOSE SANDY COMM ROOTS LOAM 10-16 Bwl FINE 10YR 5/8 GRANULAR FRIABLE LOAMY COMM ROOTS SAND 16-27 C1 MEDIUM 2 . 5Y 5/6 HIGH: SL FIRM IN PLACE SANDY 5YR 5/8 LOAM 27-84 C2 MEDIUM 2 . 5Y 5/4 LOW: MASSIVE V FIRM SANDY 5Y 6/4 15% GRAVEL LOAM loo COBBLES MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material : (geologic) Depth To Bedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: NONE Estimated Seasonal High Ground Water: 28" FORM 12-PERCOLATION TEST Location Address or Lot No 305 BOSTON ST COMMONWEALTH OF MASSACHUSETTS North Andover,-Massachusetts Percolation Test Date: 12/20/2011 Time: AM Observation Hole # P #1 Depth of Perc 30" + 16" = 46" Start Pre-soak 9:47 End Pre-soak 10:04 Time at 12" 10:04 Time at 9" 10:38 Time at 6" 11:18 Time (9"-6") 40 min Rate Min./Inch 14 min/inch *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed ® Site Failed ❑ _ Performed By: Philip Christiansen Witnessed By: Mill River Consultants DEP APPROVED FORM-12/07/95 VM ME FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. -o j Oos7 )i\,l Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole........... .. inches ❑ nnpth weeping from side of observation hole .... . inches Depth to soil mottles M:.. inches ❑ Ground water adjustment ................. feet Index Well Number ................ Reading Date ................ Index well level .... ... Adjustment factor ..... ........ Adjusted ground water level .. ....................._._ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I certify that on °� / �9 (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15. E Signature,,,-- '. 2 Date �-- DEP APPROVED FORM- 12/07/95 Town of North Andover N®RTH Building Department 0 -fi-EO 06 4' 1600 Osgood Street Bldg 20, Suite -36 .�� y� `t'- �g ®L North Andover NIA 01845 2 � Tel: 978-688-9545 Fax: 978-688-9542 DEMOLITION OF BUILDING AFFIDAVIT °�A <w � X10 °RATeD Pea` ,�� DATE % /� �SSACNUS�� OWNER'S NAME &ADDRESS: l W All LOCATION OF PROPERTY TO DEMOLISH � � �iS DESCRIPTION: e0l, - 14,1 CONTRACTOR'S NAME &ADDRESS: DEPARTMENT SIGN-OFF . DEPT. OF PUBLIC WORKS -WATER: SEWER: �� DEPT. OF CONSERVATION ! _ HEALTH DEPT: //� / / /� -.f SEPTIC WELL HISTORIC COMMISSION U PLANNING GAS 4111' ELECTRIC TELEPHONE CABLE TAXES POLICE: FIRE: EXTERMINATOR: DUMPSTER- O OFF STREE DIG SAFE NUMBER < �IhSoS BUILDING INSPECTOR: