HomeMy WebLinkAboutCorrespondence - 35 CHERISE CIRCLE 5/11/1994 f ,AORTH 9 -
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BOARD 'OF HEALTH
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120 MAIN STREET TEL. 682.6483
�9SSACHUS NORTH ANDOVER, MASS. 01845 Ext23
May 11, 1994
Christiansen & Sergi
160 Summer Street
Haverhill, MA
Re: Lots #3°9 White Birch II
Dear Phil:
I have briefly looked at these plans and find that most of
them do not have sufficient test holes in the system. In
addition, there will be changes in light of the testing done
today.
Would you please review these plans keeping in mind the
criteria I recently sent you, add the new tests and re-submit the
designs.
Sincerely,
Sandra Starr, R.S.
Health Administrator
cc: Karen Nelson, Director, Planning & Comm. Dev.
Jim Grifoni
File
NORTH
Oft"'ao i°1a•0
BOARD OF HEALTH
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°9 120 MAIN STREET TEL. 682-6483
"SS;C`HUS* NORTH ANDOVER, MASS. 01845
Ext23
July 17, 1995
Christiansen & Sergi
160 Summer Street
Haverhill, MA 01830
Re: Lot #8 Cherise Circle
Dear Phil:
This is to inform you that the proposed plans for the site
referenced above have been disapproved for the following reason:
1) No benchmark within 50 feet to 75 feet of the system.
2) Leaching area is not 35 feet from the foundation drain.
3) Primary leach area must be 5 feet to groundwater.
If you have any questions, please do not hesitate to call the
Board of Health Office at 688-9540.
Sincerely,
' v
Sandra Starr, R.S.
Health Administrator
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CHRISTIANSEN , INC.,
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
1.60 X31,{MMER STREET- HAVE RI HLL., MAF,M:iA4 HL.J` ETTS 01830 (508) 373 0310 FAX: (508)372.39 60
July 27, 1995
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Ms. Sandra Starr
North Andover Board of Health ' tU
120 Main Street t
North Andover, MA 01845
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Re: Lot 8, White Birch II
Dear Ms. Starr:
In response to your letter of disapproval dated July 17, 1995, please find the
enclosed revised plans for your review. A list of our responses to your reasons for
disapproval are as follows:
1) No benchmark within 50 feet to 75 feet of the system. An appropriate
benchmark has been added to the plan.
2) Leaching area not 35 feet from the foundation drain. The proposed invert
elevation of the foundation drain is 1.27.6'. Since this is higher than the top of the
proposed leaching facility, the setback distance may be reduced to 25' according to Town
of North Andover Board of Health Regulation 4.18.7,
3) Primary area must be 5 feet to gr-oundwater. The leaching field has been
raised by 1 foot to comply with the 5 foot separation from groundwater.
I trust that this information sufficiently addresses the issues raised in your letter of
disapproval. Please call me if you have any questions.
Vet? Truly Yours
00'jyVV(4/
Daniel J. O'Con ell
Encl.
c.c. Dan Betty