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Home My WebLink AboutCorrespondence - 224 SUMMER STREET 9/1/2003 Page 1 of 1 Pamela DelleChlaie From: "Dan Ottenheimer"<info @millriverconsulting.com> To: <pdellechlale @townofnorthandover.com>; "'Brian t_aGrasse- <blagrasse @townofnorthandover.com> Sent: Monday, September 01, 2003 3:42 PM Attach: Summer#224 Final Const Insp.pdf Subject: Summer Street, 224 Final Construction Inspection Attached. The contractor needed to make one field change to the inlet tee which he began doing as I departed, so I think it is safe to say it was completed. I'll check next time I'm in the neighborhood. Dan 9/8/2003 Page 1 of 1 Pamela DelleChiaie From: "Dan O tenheimer"<info @rnillriverconsulting.com> To: "'Pamela DelleChiaie"' <pdellechiaie @townofnorthandover.com> Cc: "'Heidi Griffin"' <hgriff iin @townofnorthandover,com>; "'Brian LaGrasse <blagrasse @townofnorthandover.com> Sent: Friday,August 29, 2003 12.23 PM Subject: RE: System Final Requests: 224 Summer St. &45 Boston St. All set. Going to Summer Street this afternoon and Boston street on Wednesday. Dan Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 info @millriverconsulting,com -----Original Message----- From: Pamela DelleChiaie [mailto:pdellechiaie @townofnorthandover.com] Sent: Friday, August 29, 2003 11:22 AM To: Dan Ottenheimer Cc: Heidi Griffin; Brian LaGrasse Subject: System Final Requests: 224 Summer St. &45 Boston St. Importance: High Hi Dan, Two requests for you: John Soucy has a request for a System Final on 224 Summer St. He was hoping to have it done today, as he did not want to leave it open all weekend and risk getting the stone dirty. His cell#is: 603.215.7175 (left v.m. as well). John DiVincenzo has a request for a System Final on 45 Boston St. for next Wednesday, 913 @ noon. Please call him at 978.807.9722. Please notify me with regard to whatever you schedule. Thank you for your assistance. Pam 9/8/2003 Page 1 of 1 Pamela DelleChiaie From: "Dan Otte nheimer"<info @miliriverconsulting.com> To: <pdellechlaie @townofnorthandover.com>; "'Brian LaGrasse"' <blagrasse @townofnorthandover.com> Sent: Monday, September 01,2003 3:42 PM Attach: Summer#224 Final Const lnsp.pdf Subject: Summer Street,224 Final Construction Inspection Attached. The contractor needed to make one field change to the inlet tee which he began doing as I departed, so I think It is safe to say it was completed. I'll check next time I'm in the neighborhood. Dan 9/3/2003 p()��8��WEATTH OF ��»oSACBUS�?TS EXECUTIVE OFFICE ()FENVIRONMENTAL AFFAIRS � DEPARTMENT w, ENVIRONMENTAL TnR(l7ECTT8DJ � METROPOLITAN BOSTON — ^,()R?IIXAS? REGIONAL OFFICE ` MITT x D��B��O�D�B%��I 7�0muv �� ' ,,~~~ Governor '` \ \ Secretary ROBERT M[ G0LIE3)GE.Jx KER8THB&LEY ` * Lieutenant Governor � Commissioner, ~ July l5, 2003 RiohardZ)nVinocoda 224Sououzo' Struct North Andover,Massachusetts U|845 RE: CORIZE CTIONTO STATEMENT OF TECHNICAL DEFICIENCY Application for B]kPWP59b: Title 5Variance 224 Summer Street,North Andover(17-lpmwicb) DEP Transmittal No.W039Z49 Dear Mr. DeVioocu1is: L)n July l4, 20O3, the Metropolitan Boston-Northeast Regional Office n[the Department of Environmental Protection issued u statement uf technical dcfioicnoyfor the above-referenced project. The I)opurtuzcot has just learned ofa typographical error io that statement. Please delete the first buDotod deficiency and insert io its place the following: � The/f/&rxu/bm to Porco/u//o// Testing Policy,£}DP/DWM/9oY-200-4, dated September 0, 2000, ' requires that applications for percolation variances include the Soil Evaluator's determ ioadou` along with the written concurrence of the Board of Health, uxto whether the soils are nncooupac<cdorcompacted. The Soil Evaluator's determination has been submitted. The Department requires submittal of written docurnentation from the Board or its agent that the Board's agent concurs oothe Soil Evaluator's determination uf the soil compaction. The Department trusts that this error has not caused confusion. If you have any questions rcgarding this matter,please contact Claire/\. Golden o[o?y staff ut(6l7) 854-65l6. Very truly yours, Madelyn Morris MMDC/\G/og Deputy Regional Director \2803vurinnoon1\w039149o*|| Bureau uf Resource Protection cc ° Sandra Starr,K.S.'CU0.Director, Board uf Health,27 Charles Street,North Andover,M80l845 ° Richard C.7vngvd.P.E.'New England Engineering Services,lnc,60BcechwooJ Drive,North Andover,&{A0|8|0 This Information/,available/"alternate m"mxt/n calling our AnA Coordinator m(mr)sw'wrz. One Winter Street,Boston,mxoemo~Phone(6`,)os4'osuu^Fax(6n)vso'1own~roow(8ou)xuo-2un ospon the World Wide Web: xxp:ow°w.»tatem*."vmep 0 Printed on Recycled Paper Town of North Andover t%ORTy "*. Office of the Health Department Community Development and Services Division 27 Charles Street North Andover,Massachusetts 01845 AC" Sandra Starr 're.lephone (978) 688-9540 Public Health Director Fax (978) 688-9542 April 25, 2003 Ben Osgood, Jr. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 01845 Re: 224 Summer Street Dear Mr. Osgood: This letter confirms that at their regularly scheduled meeting on April 24, 2003 a duly advertised hearing was held to determine whether the North Andover Board of Health would consider a variance to 310 CMR 15,000, the State Environmental Code, to accept the results of a sieve analysis in lieu of a percolation test to determine the loading rate for a septic repair design at 224 Summer Street, North Andover. After deliberation the Board voted unanimously to approve the variance request and accept the sieve analysis results. Should you have any questions, please do not hesitate to call the Health office at the above number. Sincerely, Sandra Starr, R.S., C.H.O. Health Director Cc: File BOAR 1)OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEAUM688-9540 PLANNING688-9535 NEW ENGLAND ENGINEERING I ........._... _. ... _. .._. ._. ... .. ..._.. __ I N C MAR 3 I March 27, 2003 Sandra Starr,Administrator North Andover Board of Health 7 Charles Street North Andover, MA Ol 845 Re. 224 Summer Street, Septic system design Dear Sandra: Enclosed are the final soil evaluator sheets for the above referenced property. Sincerely, Benjamin C. Osgood, iv, IT President 60 BEEC;FI4IVOOD DRIVE •-NORTH H,ANDOVER, MA 01845-(978)688-1788-(888)359-7845- FAX(978)885-1099 a , 1f O1Et Vt 11 - SOIL EVALUATOR FORNI Page 1 of 3 I`+io. Date: Z /� 110 Commonwealth of ]Massachusetts ✓�� 1 � . Massachusetts rz� r utab (y Asse spasal Performed B / E?'`��J� ......!G .......7` •�! ='.. .... Date: IIIIX 0.1 Witnessed By: .............. - r� .... ! , �',................ ................................. Local#on Address of 'Z z.�y�' //lyili�f oww's NAFW. Lot A / Address,And ,/ � New Construction D Repair Office Review Published Soil Survey Available: No ❑ Yes Year Published A-'14 .................. Publication Scale Soil Map Unit Drainage Class .............. Soil Limitations /.,1 ...... � ��''' ............,,....... _ ._ Surficial Geologic Report Available: No Z Yes El Year Published Publication Scale GeologicMaterial (Map Unit) ....................................................................................................... . _. Landform .......................................................................................................................................................... Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No ❑Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) ............................. ................. ........ ... ... . . Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month/t✓1ollx� - Ada© Range :Above Normal ❑Normal 411elcw Normal El Other References Reviewed: — DEN APPROVED FORM-12/07195 FORM 11 • SOIL FVALUATOR 1{ORNI Page 2of3 Location Address or Lot No. On!site Review A /� Deep Hole Number ./ Date; �.��/�' Time' �' Weather-- r 4e Location (identify on site plan) Lend Use � i4`lr Slope (%1 - Surface Stones Vegetation Landform Position on landscapeI,l> Distances from; Open Water Body Z:'dP- ' feet Drainage way feet Possible Wet Area Z5� feet Property Line feet Drinking Water Well 7r6-70 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil other Surface (inches) (USDA) (Munsell) Mottling (Structure,Stones, Boulders, Consistency, % Gravel) l �L /d X13 "- 'iiijfz 7-1 K10(61A110e Parent Material (geologic) 116 G..�/e/ ,_ C�l/�/ DepthtoBedroc%: __ —. y r Depth to Groundwater; Standing Water in the Hole; 7� Weeping from Pit Facer Estimated Seasonal High Ground Water: D p APPROVER FOKAl-,12107195 FORM IX - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot loo. :00-4 On-site Review, ,c� a Deep Hole Number Date: Time,, WeatherG Location (identify on site plan) ; T ,. : :..:....... .... Land Use Slope {%) Surface Stones Vegetation La n d f o r m Position on landscape --:r/� Distances from: Open Water Body ©mom feet Drainage way 3° feet Possible Wet Area J°° feet Property Line .�� feet Drinking Water Well? I5-0 feet Other DEEP OBSERVATION 'HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) Wunsel(l Mottling (Struct;.ire, Stones, Boulders, Consistency, % Gravel) -- 4- 0104--%sr "r •� •� 7�r— L 5 7r �i �s �N r r_ Parent Material (geologic) � _ DepthtoBedroak: ..� f Depth to Groundwater: Standing Water in the Hole: e0�1 Weeping from Pit Face: 6 a Estimated Seasonal High Ground Water: DEP APPROVED FO101- 11107195 FORM II - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. :07-°e_,� A0�isi . Deter ad r a ona H` h Water Table Method Used: ❑ Depth observed standing in observation hole.................. inches ❑ Depth weeping from side of�observation hole............ ... inches Depth to soil mottles v.,.A... .: inches ` ' ❑ Ground water adjustment ................... feet Index Well Number .................. Reading Date ................... Index well level ............ ... Adjustment factor ................... Adjusted ground water level ..................................................... Depth of Naturally Qccurrine Pervious Material Does at least four feet of naturally occurring pervious material exist in 6P 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 f9 (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 15.017. Sighatur ate DEP APPROVED FORM-12107/95 14ORT11 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01545 CIHU Sandra Starr,R.S., C.H.O. Telephone(978)688-9540 Public Health Director FAX(978)688-9542 FAX Benjamin C.Osgood,Jr.,EIT From: Pamela for Sandra Starr TO: NEW ENGLAND ENGINEERING SERVICES, INC. 60 Beechwood Drive North Andover, MA 01845 978-685-1099 Pages: 2 Fax: 978686-1768 Date: Phone: Septic Plan Response CC: Sandra Starr,R.S., C.H.O. Re: Health Director 0 Urgent x For Review ❑Please Comment ❑Please Reply 13 Please Recycle •Comments: Attached is the response from Sandra Starr regarding Septic Plans for the following property: A copy has also been mailed to the homeowner. Please call 978688-9540 for assistance with any questions. Thank you. Xc: Address File Chrono File Town of North Andover %AORTPI Office of the Health Department 0 Community Development and Services Division 27 Charles Street • North Andover,Massachusetts 01845 Sandra Starr Telephone (978) 688-9540 Ptiblic Health Director Fax (978)6889542 April 25, 2003 Ben Osgood, Jr. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 01845 Re: 224 Summer Street Dear Mr. Osgood: This letter confirms that at their regularly scheduled meeting on April 24, 2003 a duly advertised hearing was held to determine whether the North Andover Board of Health would consider a variance to 310 CMR 15.000, the State Environmental Code, to accept the results of a sieve analysis in lieu of a percolation test to determine the loading rate for a septic repair design at 224 Summer Street, North Andover. After deliberation the Board voted unanimously to approve the variance request and accept the sieve analysis results. Should you have any questions, please do not hesitate to call the Health office at the above number. Sincerely, Sandra Starr, R.S., C.H.O. Health Director Cc: File 130ARD0F APPEALS 688-9541 BUILDING 688-9545 CONSERVATION688-9530 HEALTH f>88-9540 PLANNING 688-9535 SEPTIC PLAN SUBMITTALS LOCATION: Map & Parcel NEW PLANS: l .YE DS $225.00/Plan Check#: _7 REVISED PLANS: YES $ 60.00/Plan Check#: SITE EVALUATION FORMS INCLUDED: Cis—) NO LOCAL UPGRADE FORM INCLUDED: YES NO DATE: 2' DATE TO CONSULTANT: DESIGN ENGINEER:WW DAWup Telephone#: " 7 R- When the submission is complete (including check),date stamp plans, COPY for Conservation, and place in existing rile with green Design Approval form. 1 ...............:..................»..... wwuw.x. _ ...x.....n.....+................. e.......... �.....,...........r..,........,........... ..w....w.w..�........ ......�m............... ...........»..,..,............ ............... .............«.. . NEW ENGLAND ENGINEERING SERVICES R 2 M, March 24, 2003 Sandra Starr,Administrator North Andover Health.Department Town Hall Annex 27 Charles Street North Andover, MA 01845 Re: 224 Summer Street, North Andover, Septic system design Dear Sandra; Enclosed are the following documents for the above referenced property. 1. 5 copies of septic system design plans, one with an original stamp. 2. Application for approval and required fee. 3. Copy of soil evaluator sheets. 4. Copy of sail.report from United Testing Service. This plan is being submitted for approval. The approval requires that a public hearing be held in regards to the Title 5 variance allowing the use of the sieve analysis to determine the loading rate of the soil in lieu of the percolation test. This letter will serve as a request that the Board of Health consider the variance request at an upcoming meeting. If you have any questions regarding the information submitted, please do not hesitate to contact this office. Sincerely, I (:. __ Beim" in. Osgood, J 1T President (56 BEECl.MOOD DRIVE-NORTH ANDOVER, MA 01846.(978)686-1768..(888)859••7645-FAX(978)685-10199 14 0 0 tg - 1:� COD pA cam ; 00 00 00 z 9 C? 9 Ell) CIO rn 715 A"N wi m w p C> In 00 t- -4 0 M 0.1 0 AMA Ca y rq qk4 C> Q� 2 I? C? k M ai rg Nt FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section****************** APPLICANT: 61 C D oiV! N G eti"'1"1 s Phone 6/u y/ 0 y, g LOCATION: Assessor' s Map Number Parcel / 7a Subdivision Lot(s) 314 Street U A4 A4 if g S St. Number ,` y ************************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: (/ Date Approved Conservation Administrator Date Rejected Comments Date Approved t-1 Town Planner Date Rejected Comments Date Approved ood Inspector-Health Date Rejected Date Approved Septic Inspector-Health Date Rejected Comments /� GDZ --7).e C- f C 7b hr O �4 D/c7 Public Works - sewer/water connections - driveway permit Fire Department Received by Building Inspector Date Town of North Andover, Massachusetts Form Nn,x roxt� BOARD OF HEALTH F P 4 ',�'#b�~ ' DESIGN APPROVAL FOR 1 tra} : ss CHUS SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant 9C` •h t VJ /vJ J-1' Test No. � Site Location Reference Plans and SpecsZ� �S ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH : Fee Z Site System Permit No./ T