HomeMy WebLinkAboutMiscellaneous - 81 BRADFORD STREET 12/11/2015 (2) 1
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North Andover Health Department
Community and Economic Development Division
November 11,2015
George and Susan Chory
81 Bradford Street
North Andover, MA 01 845
Re: Subsurface Sewage Disposal System Plan for 81 Bradford Street (Map 61,Lot 37)
Dear Mr. and Mrs. Chory:
The proposed wastewater system design plan for the above site dated October 26, 2015 with a
final revision date of November 6, 2015 and received on November 6, 2015 has been approved.
The design plan has been approved for use in the construction of a new on-site septic system for
a 3-bedroom home utilizing a gravity leach field. This design plan approval is valid until
November 11, 2017.
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)).
i
Page 1 of 2
North Andover Health_Department, 1600 Osgood Sheet, Suite 2035
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
I
81 Bradford Street November 11, 2015
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.
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.
Sin erely,
Michele Grant
Health Inspector
Encl. Installers list
cc: Philip Christiansen, P.E.
File
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
Hadge, Lisa
From: Hadge\ Usa
Sent: Friday, November U62015I0:05AK4
To: Dan Dtt*nheimer;Isaac Rowe; Pam Lally
Cc: Grant, Michele
Subject: 81 Bradford Street
Attachments: 20I51I06102I.pdf
Good Morning,
This was just dropped off this morning, Lois will forward me a PDF of the plan. I will forward it to you as soon as receive
it.
-----Original Message-----
From:
Sent: Friday, November U6, 2O151D:21AK4
To: Hadge, Lisa
Subject: Message from "CnmDev-Health-Riooh"
This E-mail was sent from "ComDev-Health-Ricoh" (Aficio MP C3002).
Scan Date: 11.06.2015 1021:00(-0500)
Queries to:
CHRISTIANSEN & SERGI, INC.
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
cv, 160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csi-engrcorn fax 978-372-3960
November 6, 2015 RECEIVED
Ms. Michele Grant fj 0 V
Health Inspector TOWN OF NOR[H ANDOVER
North Andover Health Dept. HEALTH DEPARTMENT
1600 Osgood Street, Suite 2035
North Andover, MA 01845
Re: Subsurface Sewage Disposal System Repair Design Plan for 81 Bradford Street
(Map 61, Lot 37)
Dear Ms. Grant:
We have spoken to Isaac Rowe of Mill River Associates and were able to clarify some of
the outstanding issues, as follows:
1 Isaac sent us a copy of his field notes with the log for Test Pit#2. We have revised
the plan and Form 11 accordingly.
2. We have replaced the circular AutoCAD symbol for the test pits on the site plan with
symbols that are more representative of the actual sizes and locations of the pits.
Test Pits 1 and 3 are within the edges of the proposed leaching field.
3. The new leaching field is proposed in the same location as the existing failed
system for several reasons:
a. It minimizes the impact on the plumbing system within the house.
b. It minimizes the impact to the grading on the lot.
C. It preserves the large trees in the back yard.
d. It preserves the ability to install a swimming pool in the back yard.
e. It will better facilitate a connection to a future municipal sewer.
f. The existing leaching field has been functioning for 50 years. It stands to
reason that the location is well suited for sewage effluent disposal.
For the above noted reasons the high cost of replacing the septic system will be
somewhat lessened for the owners, and the potential for future improvements in the
back yard will be maintained.
I trust that these responses, along with the attached revised plans and Form 11, adequately
address the outstanding comments.
Please contact me if you have any questions.
Very truly yours,
Christiansen & Sergi, In
A
ris iansen
c George & Susan Chory
Susan Sawyer, Health Director
Isaac Rowe, Mill River Associates
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