Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Correspondence - 43 MILL ROAD 8/24/2004
. .. .. .....�..... ......... „... .. ..m. ...... .................. � .,„_. .«...,,�.- ., .... ... .. .. .. ... ��..o w. �. ... mm..... ....... .,,. NEW ENGLAND 1,:11'��:NGINEERING SEFRVICES August 24, 2004 Susan Sawyer �� e North Andover Board of Health ' 27 Charles Street a�a ka e tl "� North Andover, MA 01845 " Re: 43 Mill Road,North Andover Septic System Design Dear Susan: The following plans and enclosures for the above referenced property are being submitted for approval. 1. (5) Copies of the Septic System Design Plans. 2. (1) Copy of the soil evaluator sheets. 3. (1) Check for payment of the Town approval fee. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Steven E. Pouliot Project Manager „.........o 60 WEEECsHV'l(C7oNT,.DRIVE NORTH ANDOVER,MA 01845_(9 78) 86-1768- (888)3 9..7645.. FAX(9.78)685-1099 Town of North Andover' HEALTH DEPART ME NT 27 Charles Street North Andover,MA 01845 978.688.9540 healthdepP(7a,trnvnafnorthandovew.com ���, 4 '?01 SEPTIC PLAN SUBMITTAL F(� � DATE OF SUBMISSION: &->/V//`'/� SITE LOCATION: Ai ( ENGINEER: M(tu /"A NEW PLANS: YES �-'' $225.00/Plan Check#: } (Includes Isr Ewl' and one Re-Review Only) REVISED PLANS: YES $75.00/Plan Check#: SITE EVALUATION FORMS INCLUDED: //''YES NO LOCAL UPGRADE FORM INCLUDED: YES ( NO Telephone 4: Fax 9: E-mail: HOMEOWNER NAME: ' ,t M?4, k', .. , OFFICE USE ONLY Wien the submission is complete (including check): L ,Date stamp plans and letter 2. Complete and attach Receipt 3. Copy File; Forward to Consultant 4. Enter on Log Sheet and Database FORM 11 - SOIL EVALUATOR FORMM Page I of 3 No. Date: Commonwealth of Massachusetts Al. ADc��IA72— , ,Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed B y: ` �`.� Z� .... Date: Witnessed By: ..... .x/ FK�........ ....... .................. .................._.. Location Addrm or 0 � Ow�xr's Name. ��L Lot X x/a. /� /� ./ Address,and W New Construction ❑ Repair © 9"8 Office Review 1 Published Soil Survey Available: No ❑ Yes r Year Published 17e!57.1............. Publication Scale Soil Map Unit C Drainage Class •....... Soil Limitations ���` �� Surficial Geologic Report Available: No El Yes ❑ Year Published Publication Scale __..... ... GeologicMaterial (?clap Unit) ................................_......................................................................... Landform .........................................................................................-............................................ Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes N 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"�W Range :Above Normal ©Normal ❑Below Normal ❑ Other References Reviewed: — DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2of3 Location Address or Lot 1�0. i On-site Review o j Time: Weather C �J e Hole Number Date:.:. D e p T Location (iden site plan) G Slope (%) " Surface Stones ` Land Use - Vegetation Landform �rz�N� �o2ftitiC-. Position on landscape Distances from: G feet Open Water Body feet Drainage way Possible Wet Area ZO feet Property Line feet Drinking Water Well . Z O feet Other . ..:...:.......... DEEP OBSERVATION HOLE LOG Other Depth from Soil Horizon Soil Texture Soil Color Soil Gravel) Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Co 6 15 /s 1AIc7' ��1� %/ L L DepthtoBedrock: Parent Material (geologic) _ - Weeping from Pit Face: 7r ----- Depth oGroundv'�aYer. Standing Water in the Hole: � A — — Estimated Seasonal High Ground Water:---H-- DEP APPROVED FO"I• 12/07195 FORM 11 SOIL EVALUATOR F0101 Page Z of 3 Location Address or Lot No. ,/ On-site Review / a Deep Hole Number .. Date:. tl �/�� Time: /0. *00 Weather r zz L,/ — �o Location (identify on site plan) Land Use � 5i ic�7"�I�- Slope M 4 Surface Stones VegetationT1�9f Landform Position on landscape Distances from: Open Water Body ��111111�51 feet Drainage way feet Possible Wet Area feet Property Line . id feet Drinking Water Well .: 4(7 a 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) o Parent Material (geologic) DepthtoBedrock: _ Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water:_ DEP APPROVED FOM• 12/07/95 NORM 11 - SOIL EVALUATOR FORM Page 3 of 3 s f r Location Address or Lot No. 4� 14, /L C Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole . _ _ inches © Depth to soil mottles ...: ,:✓ inches ❑ Ground water adjustment ................... feet Index Well Number .................. Reading Date .................. Index well level Adjustment factor .................. Adjusted ground water level ....... _ f Depth of Naturally occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in II 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 / �6 (date) I have passed the soil evaluator examination approved by the Depart m snt of E with me was performed by me con equ Pedtt wining training, expertise nd expe anal described in 310 CMR 15.017. Signatur ` 'ate DEP APPROVED FORM• 12107195 INC . .. . ....�., ..� .........�w..�.��..................—....����.. ........, �..._... ................. ..o..........o....... ..�...,....... ,.�. ................ August 27, 2004 Susan Sawyer North Andover Board of Health 27 Charles Street ° North Andover, MA 01845 Re: 43 Mill Road Septic System Design Revised Plan Dear Susan: Enclosed are the following documents concerning the above referenced property. 1. 5 Copies of septic system design plans. Changes were made to the plans to address issues with the Conservation Commission. These changes did not affect or alter the septic system design. These plans are being revised and submitted for your records and to match the records with the Conservation Commission. Please contact this office with any questions or concerns at(978)-686-1768. Sincerely, /AOV4— li� -- Thomas Hector, EIT Project Engineer 60 BEECHWOOD DRMiE"—NORTH P;hdD6,7VER, MA 01845-(978)686-1768--—(888)359-7645- 1'"AX(978)685-109 . ............ ._ ....._ ... .._......._.,._...................... .............. ...............................w................................w�._. ...._..��.�w�,. ._........................... �W_... ... .._.... ....�_ �_ ..... NEW ENGLAND ENGINERING SERVICES �.�w�m September 20, 2004 Susan Sawyer North Andover Board of Health TWYN(A- �H ANraOVER ENT 27 Charles Street North Andover, MA 01845 Re: 43 Mill Road, North Andover Dear Susan: Enclosed are 5 copies of revised plans for the above referenced property. These plans have been revised to show a new wetland line at the request of the conservation commission. The wetland line has been moved closer to the system. The plan now requires the following offset distance variances to the local bylaw. 1, Reduction in the offset distance between the leach field and the wetland from 100 feet required to 62 feet. 2, Reduction in the offset distance between the septic tank and the wetland from 75 feet required to 65 feet. 3. Reduction in the offset distance between the pump chamber and the wetland from 75 feet required to 56 feet. Please include the approval of these variances on the agenda for the Board of Health if you feel that approval at a meeting is required. If you have any questions please do not hesitate to contact this office, Sincerely, Benjamin C. Osgood, Jr., PE. President BWc cCH �.� ..... .w_. ..�4 µ. �..W�NORTH ANDOVER,w.. W 01845..%w��.W ... . ( 78)686.17651-(535353)369•.7645- FAX(9'78)6535-1099 TOWN OF NORTH ANDOVER °f"°pT;qti Office of COMMUNITY DEVELOPMENT AND SERVICES F? •`z" °°p HEALTH DEPARTMENT 27 CHARLES STREET rjf��' '�` ' NORTH ANDOVER, MASSACHUSETTS 01845 sS^CHUSt 978.688.9540—Phone Susan Y. Sawyer,REHS/RS 978.688.9542—FAX Public Health Director September 24,2004 Karl Kober 43 Mill Road North Andover,MA 01845 Re: 43 Mill Road,Map 107C,Lot 109 Dear Mr.Kober, 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 Engineering&Surveying Services dated August 23,2004(Last Rev. September 17,2004). The design has been approved for use in the construction of a replacement onsite septic system.This approval was granted with the following variances to the North Andover Board of Health septic regulations: 1) A reduction in the offset distance between the leach bed and a wetland from 100 ft to 62 ft 2) A reduction in the offset distance between the pump chamber and a wetland from 75 feet to 56 feet 3) A reduction in the offset distance between the septic and and a wetland from 75 feet to 65 feet 4) To allow the construction of a septic system to accommodate a 3 bedroom house Approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. The time period for which this plan is valid is reduced to two years from the date of a septic system inspection that did not meet the acceptable criteria in the state regulations. 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 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)). 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. 3. Please provide a maintenance agreement for the MicroFast treatment unit and the pressure distribution system as required and/or for a minimum of two years. 4. The N.Andover BOH approved a variance to the local regulations allowing the construction of a 3- bedroom septic system. Please provide proof of recording a document providing for a 3-bedroom deed restriction. (a sample of the restriction is attached for your convenience)NA 1.05 & 13.01 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. Please be advised that a final Certificate if Compliance will not be issued until all the above conditions are met. /Sincerelawyer,RE /RS Public Health Director cc: Engineering and Surveying Services file