HomeMy WebLinkAboutCorrespondence - 40 STERLING LANE 8/11/1999 Town ®f North Andover T e
01 �o o -1ti
OFFICE OF �a h�< °
COMMUNITY F ENT AND SERVICES 0 , A
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27 Charles Street
North Andover, Massachusetts 01845 �gssACHUS����
WILLIAM J. SCOTT
Director
(978)688-9531 Fax(978)688-9542
August 11, 1999
Christiansen&Sergi
160 Summer Street
Haverhill, MA 01830
RE: Lot 1 Sterling Lane
Dear Mr, Christiansen:
This letter is to inform you that the proposed septic plan for Lot 1 Sterling Lane,
North Andover has been disapproved for the following reasons:
1. Septic tank missing manhole to within 6" of final grade. (310 CMR 15.228(2))
2. Plans for the reinforced concrete retaining wall must be submitted,reviewed and
approved prior;to 'septic plan approval.
Please do not hesitate to call the Health Department at 978-688-9540 if you have any
questions.
Sincerely,
7 IXC`L/1
Sandra Starr,R.S.
Health Administrator
Cc: Coolidge Construction
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Aug-11 -99 09 : 53A Paul D. Tl_ v-bide , PE/PLS 508-465-0313 P .02
August 11, 1999
Sandra Starr
North Andover Board of Health Administrator
Office of Community Development and Services
30 School St.
North Andover, MA 01845
RE: Title V review for Lot 1 Sterling Lane (Map 106c Lot 36)
Dear Sandra,
Enclosed find the "Checklist for North Andover Septic System Plans" for the above-
mentioned site. The following is a list of all the `Problem' areas and deficiencies Port
Engineering has found.
i
o The septic tank must have a manhole brought to within 6" of the final grade 310
C1v1R 228(2)
u This design shows a reinforced concrete retaining wall to be used as an impervious
barrier in lieu of the required fill. The plans do not show a definitive design for the
retaining wall but rather state that before the retaining wall is installed that the
owner must have an engineer design the wall. Therefore approval of the design
plans should be conditioned upon the submittal and review of the retaining wail
design.
If you have any questions or comments please feel free to contact me.
Sincerely
Carlton A. Brown, PE/PLS
Sterlinglo. doe
PORT
ENGINEERING
Civil Engineers&
Land Surveyors
One Harris Street
Neteburyporl,NIA
01950
(978)465-8591
CHRISTIANSEN I, INC.
PROFESSIONAL ENGINEERS AND LANE) SURVEYORS
160 SUMMER STREET t-IAVERkIILL, MC1SSA(;t ItJSE 'rS O1830-631E3 (978) a,37;3-03 0 FAX: (978)i7�-3960
August 27, 1999
Ms. Sandra Starr:
North Andover Board of Health
27 Charles Street
North Andover, Ma 01845
Re: Lot 1 Sterling Lane
Dear Ms. Starr:
We have received your August 11, 1999 letter of disapproval for the Septic
System Design for the above referenced lot. The following is a list of our responses to
each of your reasons for disapproval. In order to facilitate your review of this
information, we have reproduced each of your comments in Italics, and our response to
each of your comments immediately follows.
1. Septic tank missing manhole to within 6"of final grade. (310 CAR? 15.228(2)).
The profile view on the Septic System Design specifies that the cover over the
tank shall be 9 inches minimum to 12 inches maximum. With this range of cover
over the tank,the manhole is not necessary.
2. Plans for the reinforced concrete retaining ivall must he submitted, reviewed, and
approved prior to septic plan approval.
The design of the reinforced concrete retaining wall will be submitted by a
structural engineer in a separate submittal.
Since the only outstanding item remaining for the approval of the septic system is
the retaining wall design, our design plan does not require any revisions. Could you
please send us confirmation that the plan as submitted has received conditional approval
pending the submission and approval of the retaining wall design?
Please contact me if you have any questions regarding this matter.
4Ve ly yo ,. is Jansen
c.c. Coolidge Construction
j�
Town of North Andover of NORTH
OFFICE OF 32tt, c� /6'6��L
COMMUNITY DEVELOPMENT SERVICES
p
27 Charles Street
WILLIAM J. SCOTT North Andover, Massachusetts 01845 SSgc,HUS���h
Director
(978)688-9531 Fax (978)688-9542
September 3, 1999
Philip Christiansen
160 Summer Street
Haverhill,MA 01830
Re: Lot 1 Sterling Lane
Dear Mr. Christiansen:
This letter is to confirm that all aspects of the septic plan design for the referenced
lot are acceptable and have been approved. The only item remaining is the design of the
retaining wall which, as I understand, is to be designed by others. When the Health
Department receives this design, reviews and approves its construction,then the plan will
be fully approved and a Form U can be signed.
Please feel free to call me at 978-688-9540 if you have any questions.
Sincerely,
Sandra Starr, R.S.
Health Administrator
Cc: Coolidge Construction
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
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G. J. Bruno Associates / _ 65,0
Architectural Designers
28 Berkeley Road
N. Andover, MA 01845
978-683-1153
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JOSEPH S
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PRIOR TO ANY CONSTRUCTION, A DESIGN FOR THE REINFORCED CONCRETE RETAINING WALL
SHALL RE SUBMITTED TO THE BOARD OF HEALTH, THE DESIGN OF THE RETAINING FALL
SHALL MEET THE FOLLOWING SPEM7CATIONS, AS PER 310 C14R 15.23S(2) AND THE RULES
AND REGULATIONS OF THE NORTH ANOOVER 9OARD OF HEALTH:
A) THE RETAINING WALL SHALL BE CONSTRUCTED OF REINFORCED CONC , SHALL HAVE
NO WEEP HOLES, AND SHALL BE WATERPROOF.
B) THE RETAINING. WALL SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER, OF
WHO SOALL CERTIFY THAT THE ABOVE CONDITION IS MET BY THE.SUBMITTED DESIGN. 44�`� ROf3E;fil"
C) THE UPGRADIENT SIDE OF THE RETAINING FALL SHALL BE WATERr D. j�o �H
�c7I rvlAI NING = ��
D) CQN UCTION OF THE RETAINING WALL SHALL BE SUMMED BY ME RE310N ENGINEER, Al,��'� ;v�.2/149
E) AN AS-BUILT I SMALL K PREPARED XmD CERTIFIES BY THE_ DESIGN ENGINEER 'THAT .
THE WALL HAS BEEN CONSIMCTLED IN ACCORDANCE WITH THE AP VED DESIGN MAN. . Y°,yn
F) THU ELEVAT7ON OF THE TOP' OF THE RETAINING.. ALL SHALL BE NO LOWER THAN THE
09REAKOUTO ELEVATION, WHICH IS THE ELVATION OF THE JOP OF THE FOUR. INCH LAYER
OF 118 INCH,TO -1"/z INCH.WASHED STONE.AOQRM TE COVER.
G) THE DISTANCE"FROM THE WALL TO THE EM OF THE LEACHING AREA,,;HALL BE AT
LEAST TEN FEET.
H) coNSTRucrrow OF THE SEPTIC'sysrrm sHAtt NOT START'UNTIL THE RETAINING WALL IS
CONSTRUCTED,, CVMnED NY THE DESIGN EMMMEER, -AND INSPECTED BY-THE BOARD OF
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Final roval;
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Final Construction Approval Data: � ��� � �`
Certificate of Compliance: ��Appr+�val:� �' � � ��������� �� Date.
FORA 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 or requirements.
****************************APPLICA;NIT FILLS OUT THIS SECTION*** *** ***** * *** *
APPLICANT i.0 0 i257,/1 PHONE97 117-4
LOCATION: Assessor's (clap Number,Ayp C. PARCEL
SUBDIVISION 2,Q �/tJ LOT (S)
L/�N� ST. NUMBER
� �'Z-I&C— `tD
STRE>=T�
************* ***** ****** ***********OFFICIAL USE ONLY******************* *** *********
RECOMMENDATIONS OF TOWN AGENTS:
CONSERVATION ADMINISTRATOR DATE APPROVED
DATE REJECTED
COMMENTS
TOWN PLANNER DATE APPROVED
DATE REJECTED
COMMENTS
FOOD INSPECTOR-HEALTH DATE APPROVED
DATE REJECTED
SEPTIC INSPECTOR-HEALTH DATE APPROVED c5�
DATE REJECTED
COMMENTS
PUBLIC WORKS - SEWER/WATER CONNECTIONS
DRIVEWAY PERMIT - �W q- �
FIRE DEPARTMENT
RECEIVED BY BUILDING INSPECTOR DATE
Revised 9197 jm