HomeMy WebLinkAboutCorrespondence - 10 STILES STREET 4/21/2004 Eugene P. Willis
76 Boston Hill Rd.
North Andover, MA.
978-685-7570
April 21, 2004
Ms. Susan Sawyer, Director
North Andover Health Dept.
Charles St.
North Andover, MA.
Re: #10 Stiles St. S SDS revision for Tim Willis
Dear Sue,
Please find attached, 3 stamped copies of the Sptic System Design Plan revised
April 5, 2004 for the above referenced lot. Please note that the plan refers to 0 Stiles St.
The DPW has issued a street number for this lot and it is now known as 10 Stiles.
The extent of the revision was to replace the well with a municipal water supply.
This addresses the comments from the town consultant, Mill River Engineering, as to title
5 compliance. Please review this change and issue an approval for construction plan. Per
your comments on the form U, the as-built plan will show the water line location when
submitted to your office.
If you have any questions, I am available at 978-685-7570.
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Via hand delivery 4/21/04
Cc: file 402045
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TOWN OF NORTH ANDOVER of �osry
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
27 CHARLES STREET
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NORTH ANDOVER, MASSACHUSETTS 01845 °SSacNUSEi
Susan Y. Sawyer,RPHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
healthdept(c7to�vriofnorthandover.com.
www.townofnorthandover.coin
March 29, 2004
Gene Willis
Arjuna Construction Co. Inc.
160 Pleasant Street
North Andover, MA 01845
Re: 0 Stiles Street
Dear Mr. Willis,
As you are aware, the plan submitted to the North Andover Board of Health, for the ,
property noted above, has previously been approved. In addition, a review of the plan was
conducted after the approval that was granted by default. According to a conversation held with
Mr. Tim Willis on March 29, 2004, the comments generated by this review were addressed as
follows. Please note that the item numbers relate to the review letter dated November 21, 2003.
2. The wetland line has been confirmed by the North Andover Conservation Department
10. The installation of a well has been replaced with a connection to the municipal water
system. The location of the water line must be shown on the final as built. The water line
must be at least 10 feet from any portion of the septic system components.
4, 6, 7 and 8 are items that are needed to provide information to the licensed installer. A copy of
the review letter will be provided to the installer upon issuance of the permit and will be
discussed in the pre-construction meeting with the health department personnel.
Upon the writing of this correspondence, your form"Y' for the building department has
been signed. Enclosed is a copy for your records. Be advised that an application for the septic
installation must be accompanied by a foundation as built, at a scale of 1"=20'.
In closing, the final comment of the review will be repeated to note its importance.
"Lastly, it should be noted that any future divisions of the current 7.29 acre parcel will need to
assure compliance of the existing and proposed parcels with the Nitrogen loading limitations and
division of facility requirements in Title 5".
If you have any questions, please do not hesitate to contact the health office.
Sincere ;
an Sawyer, REHS/RS
Public Health Director
--7:
MILLER ENGINEERING & TESTING INC.
TRANSMITTAL LETTER
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TO: JOHN GALLOWAY DATE: 8/2/2004
GALLOWAY TRUCKING INC. JOB NO: 03.379.NH
PO BOX 809 PROJECT: GALLOWAY TRUCKING,QC
PLAISTOW NH 03865
LOCATION:
Enclosed we are sending the following reports:
COPIES: DATE: DESCRIPTION:
1 47/31/04 GRAIN SIZE DISTRIBUTION-AGGREGATE GRADING (1,040684A&
L040684B
Remarks:
COPIES TO: Very truly yours,
MILLER ENGINEERING &TESTING INC.
Peter Schwotzer
CORPORATE OFFICE: 100 Sheffield Road-PO BOX 4776-Manchester,NH 03108-TEL.(603)668-6016-FAX:(603)668-8641
SATELLITE OFFICES. 130 East Main St.-P.O.BOX 11 -Northborough,MA 01532-TEL:(508)393-2607-FAX:(508)393-8490
474 Dorchester Ave.-Boston,MA 02127—TEL: (617)269-8829-FAX:(617)269-8837
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GEOTECHNICAL LABORATORY TEST DATA
Project GALLOWAY TRUCKING Filename L040684A
Project No. 03.379.NH Depth N/A Elevation N/A
Boring No. N/A Test Date : 7-31-04 Tested by AM/BM (
Sample No. L040684A Test Method ASTM Checked by BC
Location : N/A
Soil Description : WASHED SAND
Remarks TITLE 5 SAND
FINE SIEVE SET
Sieve Sieve Openings Weight Cumulative Percent
Mesh Inches Millimeters Retained Weight Retained Finer
(gm) (gm) (�)
44 0.1817 4.75 0100 0.00 100
910 0.079 2.00 24.30 24.30 93
920 0.033 0.85 87.00 111.30 69
#40 0.017 0.43 138.20 249.50 30
450 0.012 0.30 53.30 302.80 15 1 r
#60 0.010 0.25 14.30 316.90 11 »
#100 0.006 0.15 26.10 343.00 3
U200 0.003 0.07 8.60 351.60 1 41
Pan 3.60 355.20 ,....,....�... ...., ..�..�_..,...�.� �..�.» l.�w._.r»..
Total Weight of Sample = 355.2
Tare Weight = 0
Moisture Content 0
085 1.5040 mm �.v.
D60 0.7284 mm
D50 0.6095 mm tray y
D30 0.4266
D15 0.3017 mm
D10 0.2368 mm
Soil ClassifiCation
ASTM Group Symbol SP
ASTM Group Name Poorly graded sand
AASHTO Group Symbol A-I-b(0)
AASHTO Group Name Stone Fragments, Gravel and Sand
s
MILL RIVER CONSULTING
Septic System Management Services
November 21, 2003
Brain LaGrasse, Health Inspector
Town of North Andover
Board of Health
27 Charles Street
North Andover, MA 01845
RE: 0 Stiles Street, Map 107D, Lot 14, Septic System Design Plan
Dear Mr. LaGrasse,
It is understood that a septic system design plan for the above property has been submitted to
your office and been previously approved. You had desired a review of the plan to determine
compliance with state and local codes and forwarded the site plan to our office for comment.
Please note the following items:
I. The parcel appears to be a proposed subdivision of existing land which contains a
dwelling located on Gray Street. We would encourage the submission of a recorded
site plan which shows the property boundaries. The lot lines should match those
shown on the septic design plan.
2. The wetland delineation on the septic design plan should be confirmed by the
Conservation Commission.
3. The basement floor is not located 1' above groundwater elevation as required by
North Andover Board of Health Regulation 5.04.
4. Details regarding the building sewer pipe should include specifications for it to be
watertight and laid in a straight line. The design plan requires the use of cast iron
piping which is permitted by code but common industry practice is the use of plastic
pipe material.
5. The septic tank loading is not specified.
6. The distribution box should specify that the first 2' of piping are to be laid level, that
the box is to be watertight, and that the soil beneath the stone base is to be
mechanically compacted.
7. Notation should be provided to make it clear for the need to maintain a 2% slope of
the final cover material over the soil absorption system.
8. The design plan does not specify the removal of 6" of natural soil pursuant to North
Andover Board of Health Regulation 9.02.
9. A typographical error exists in the naming of Percolation Test 2.
10. The proposed drinking water well location does not meet the setback standards in
Title 5 of 100' to the reserve soil absorption system.
5 Blackburn Center, Gloucester, Massachusetts 01930-2259
tall free 1 . 800. 377. 3044 978. 282. 0014
info@millriverconsulting. com
MILL RIVER CONSULTING
Septic System Management Services
11. Lastly, it should be noted that any future divisions of the current 7.29 acre parcel will
need to assure compliance of the existing and proposed parcels with the Nitrogen
loading limitations and division of facility requirements in Title 5.
I trust this helps the Town of North Andover with this site. Please feel free to contact me should
any additional questions arise.
Sincerely,
Daniel Ottenheimer
President
5 Blackburn Center, Gloucester, Massachusetts 01930-2259
toll free 1 . 800. 377. 3044 978. 282. 0014
info@millriverconsulting. com
Page I of I
DelleChiaie, Pamela
From: Pamela DelleChiaie [pdellechiaie@townofnorthandover.com] on behalf of DelleChiaie, Pamela
Sent: Friday, November 07, 2003 9:38 AM
To: 'Daniel Oftenheimer(E-mail)'
Cc: Griffin, Heidi
Subject: 0 Stiles Street-Plan Submission
Hi Dan,
I am going to send you a plan in the mail today for 0 Stiles Street. This was originally submitted to Sandy for
review on June 26, 2003. However, Sandy had put her review of it on hold until it had Planning Board approval
for the lot.
In the meantime,the plan has been constructively approved, but any comments that you have with regard to
the best interests of the health of the Town are most welcome, and will certainly be taken into consideration.
Heidi will work with the applicants (Willis)to the best of her ability to ensure that the plan meets all the Title 5
specifications,
As always,thank you for your assistance.
Pam
p.s. —outside e-mail is still down,so I never did receive this week's e-mails from you. I did, however receive your
fax regarding the 70 Oakes Drive and 292 Granville Lane plan reviews. I will get those out to NEES today.
Hopefully we will get this e-mail problem fixed asap.
Pamela DelleChiaie, Health Dept. Assistant
Town of North Andover
Community Development& Services
27 Charles Street
North Andover, MA 01845
pdellechiaie@townofnoithandover.con7
Tel, 978-668-9540
Fax 978-688-9542
11/7/2003