HomeMy WebLinkAboutMiscellaneous - 1679 OSGOOD STREET 9/21/2015 (2) i
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North Andover Health Department
Community and E(onomic Development Division
July 9, 2015
Vladimir Nemchenok
Merrimack Engineering Services
66 Park Street
Andover,MA 01810
Re: Subsurface Sewage Disposal System Plan for 1679 Osgood Street (Map 61, Lot 16)
Dear Mr.Nemchenok:
The proposed wastewater system design plan for the above site dated June 15, 2015 and received
on June 26, 2015 has been reviewed. Unfortunately, the plan cannot be approved until the
following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North
Andover regulation that is not met by this design follows each item where applicable.
1. The Assessor's property record card (attached) indicates a(2)bedroom dwelling which is
vastly different from the existing conditions shown on the design plan. Based on this
discrepancy the Health Department will require a walk through each existing dwelling to
confirm the total number of rooms/bedrooms prior to final approval of the design plan.
Please contact the office to arrange the site inspection.
2. The design plan should indicate the total number of rooms for each existing dwelling and
confirm the design flow is based on the number of bedrooms as defined in 310 CMR
15.002.
3. On sheet 1 of 2,the full legal boundaries of the lot are not shown on the design plan (3 10
CMR 15.220(4)(a).
4. On sheet 1 of 2, all wetland resource areas within 150' of the proposed septic system
need to be shown on the design plan(NA 3.2).
5. On sheet 1 of 2,there is a discrepancy between note#14 and the site plan which indicates
the proposed system is beyond the 100' wetland buffer zone.
6. On sheet 1 of 2,the waterline to the (1)bedroom dwelling to the east of the existing (4)
and (2) bedroom dwellings is not shown.
7. It appears that the bottom of the septic tank for the existing (1)bedroom dwellings may
be below the ESHWT if the soil conditions are similar to T-1 and T-3. The ESHWT was
approximately at the top of the C horizon in T-1 and T-3. Please determine the ESHWT
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
i
elevation in the proposed tank location and provide buoyancy calculations if required
(3 10 CMR 15.221(8)).
8. On sheet 1 of 2, indicate what type flow will be exiting the proposed garage.
9. On sheet 1 of 2, a swale is required for proposed finished grading within 5' of the
property line (3 10 CMR 15.255(2)).
10. On sheet 1 of 2, "Design Calculations"both proposed septic tanks should be indicated.
11. The soil evaluation Form 11 for T-3 was not submitted. In addition,the soil evaluation
forms were not signed by the soil evaluator.
12. On sheet 2 of 2,the existing grade elevation for T-1 (48.8) appears to be incorrect since
T-3 (49.1) is lower in elevation based on the contours shown on the site plan view. The
correct existing grade elevation appears to be 49.8. The design ESHWT should also be
adjusted accordingly on the design plan.
13. Since a profile was not provided for the building sewer lines and septic tank for the
existing (1)bedroom dwellings the septic tank detail should indicate the outlet manhole
will be required to be at finish grade (3 10 CMR 15.227(7)).
14. Since the (Infiltrator Chamber) system is proposed as an alternative soil absorption
system the"Standard Conditions for Alternative Soil Absorption Systems with General
Use Certification and/or Approved for Remedial Use"will apply. Please provide the
following as required by the approval conditions
Section II(7):
e) The record drawings, approved by the LAA, must clearly indicate an area for the best
feasible replacement system that could be installed in the event that the proposed
Alternative Soil Absorption Systein fails or it is determined that it is not capable of
providing equivalent environmental protection;
Although not a reason for disapproval, you wish to consider the following:
15. Only one benchmark is provided on the left front corner of the existing (4) bedroom
dwelling even though a lot of the construction is proposed to the rear of the dwelling.
Additional benchmarks should be provided near the existing(1) bedroom dwellings or as
needed to better assist the installer.
Please feel free to contact the office or Mill River Consulting at 978-282-0014 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.
c�rely, �
ichele Grant
Health Inspector
cc: Chad Lawlor
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
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JUL 2 10 i
MERRIMACK ENGINEERING SERVICES, INC, bro�.� �,���������-������)��VE 1
PROFESSIONAL ENGINEERS ® LAND SURVEYORS • PLANNERS UE"ALJB l E���`E'�"�P�TME:NT
66 PARK STREET- ANDOVER,MA 01810 a (978)475-3555,373-5721 • FAX(978)475-1448 e E-MAIL info @merrimackengineering.com
July 23, 2015 1
Michelle Grant
Health Inspector
1600 Osgood Street, Suite 2035
Not Andover, MA 01845
RE: 1679 Osgood Street
Dear Ms. Grant:
We received your review letter dated July 9,2015 for the above referenced site.
The plans have been revised in response to items 3,4, 5, 6, 8, 10, 12, 13, &14 of your
letter. In response to item 1 & 2 of your letter, we received your subsequent e-mail today
and revised the plans to accommodate 7 bedrooms rather than 8.
With regard to item#7,the location of the septic tank is on an area of the site similar to
the area of test pit#2 in that the existing ground slope is 12-15% and it is further up
gradient in the watershed, as such, surface water runs off at a greater rate than it
infiltrates the ground, thus the water table at test pit#2 is at 90", very dissimilar to test pit
#1 and#2 where the existing ground slope is 3-5% and at the base of a significant hill and
watershed,thus ground water collects and storm water run off collects and infiltrates the
ground at a much greater extent, thus evidenced by the higher water tables.
A similar water table to test pit#2 would be anticipated at the location of septic tank#2,
that said, it is not reasonable to expect that the tank will have buoyancy issues,that along
with the knowledge demonstrated in any earlier buoyancy calculation,that when using
pre cast concrete tanks, with the required 9"of soil cover, and if the water table is not
within 12 inches of the surface, the weight of the tank and the soil overburden always
exceeds the weight of water displaced and the tank will not float. Given the test pit data
available, it is reasonable to assume that the water table is approximately 90" and even
more reasonable to assume that it is not within 4 feet of the ground surface, and the
proposed septic tank#2 will not float.
With regard to item#8 and to further clarify as the plan has been revised,the buyer of the
property has indicated that he may construct a future garage as an accessory structure for
his residential use. We did inform him that use of the garage for commercial purposes or
any use other than a garage accessory to the residence, may require additional approval
by the Board of Health or other Departments.
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Page 2 (Michelle Grant)
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July 23, 2015
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With regard to item#9 of your letter, a swale is required when a system is raised such
that the slope changes the direction of surface water flow and could potentially direct run.
off onto an adjacent property, specifically when the direction of surface water flow is
being changed or re-directed to an adjacent property when it previously was not.
In this instance,there is no proposed grading or slope within 5 feet of a property line and
additionally the direction of run off is not being changed. The existing property slopes
and run off flows south westerly towards Route 125 Osgood Street and after construction
the slope and flow of the land is south westerly towards Osgood Street.No adjacent
property is being adversely affected by run off from the proposed septic system.
With regard to item#12 of your letter and to further clarify,we revised the plan and we
re-visited the site and consulted our surveyors,the test pits were poorly and not
completely backfilled, as such,piles and depressions exist which made it difficult for
someone other than the soil evaluator to determine the exact location of the test pits,
additionally,the surveyors crossed 2 test pit numbers. The test pit numbers and elevations
have been modified accordingly.
Lastly and with regard to item#15 of your letter, we would be happy to transfer a
benchmark to anywhere else on site that may be helpful to the contractor and can do so at
the time the system is staked out.
Enclosed herewith are 3 copies of the revised plans. We feel we have adequately
addressed all your concerns and respectfully request the plans be approved as re-
submitted as the buyer is anxious for approval so he can proceed with the purchase of the
property.
Very truly yours,
Vladimir Nemchenok,P.E.
Merrimack Engineering Services
MERRIMACK ENGINEERING SERVICES,INC,
66 PARK STREET>ANDOVER,MASSACHUSETTS 01810
4
Office of COiI!I II,INITY l i^; !'ELt P . EN t' .r ND S.ICKIRVI ,"E
1600 N!St om 't`t uT.'r; SUITE 2035
978,6M9540 Phone
Susan V.Sawyer,REHS/ s 978.6M8476 FAX
Pubfic Ifealth Director E-MAIl he
d�,Cpl/�Na111(ia,4wcs�wqgjri at4a7nda vec.b_ce�i
WVP SITL:..hq Llry�v
SEPTIC PLAN SUBMITTAL FORM
REC11"O'EIVED
Date of Submission: 6_215�° 1
P,.,G UN G ?0 ")
Site Location: 14"�M—, "r owl OF ENO DEPARTMENT, E
�,�
Engineer: I-I ftAtI WA ot, 11 j j[�k"
New Plans? Yes /$225/Plan Check# ?2(-27,'7 -Oncludes 1st submission and one re-
review only)
Revised Plans?Yes $75/Plan Check#
Site Evaluation Forms Included? Yes No
Local.Upgrade Form Included? p� Yes No VII
Telephone#: �� `��_�^-7 ✓ Fax#: j',�,) 7 �I ,14P2
E-mail: i�,l i t /7 1,�� � , � � �� ��E'06,11
Homeowner
Name: M-Tz2
OFFICE USE ONLY
When the subm' sion is complete(including check):
Date stamp plans and letter
➢ Complete and attach Receipt
Copy File; Forward to Consultant
➢ i„ Enter on Log Sheet and Database
V
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11
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Infiltrator Chamher I/A technology Certification
RE(""O"'EIVED
1OWN OF P10R,]'C-p&',� ll.DV"SR
I hereby certify that I have been given a copy of the Title 5 I/A technology
approval letter, and the Owner's Manual for the above technology and I
agree to comply with all terms and conditions.
I further certify that I am aware that this design does not allow use of a
garbage grinder in the dwelling and that I understand my requirement to
repair, replace or modify or take any other action required by the
Department or the LAA if the Department or the LAA determines the
system to be failing to protect public health and safety and the environment.
signature: date:
12 14w 14Z—
certified by: (please print)
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Commonwealth of Massachusetts
City/Town of
Percolation Test
Form 12
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
Important:
When filling out A. Site Information
forms on the
computer,use Russell & Samuel Moschetto
only the tab key Owner Name
to move your 1679 Osgood Street
cursor-do not Street Address or Lot#
use the return
key. North Andover MA 018945
City/Town State Zip Code
Chad Lawlor
(978)265-4752
Contact Person(if different from Owner) Telephone Number
B. Test Results
5-27-15
Date Time Date Time
Observation Hole# P-1
Depth of Perc 43"
Start Pre-Soak 10:30
End Pre-Soak 10:45
Time at 12" 10:45
Time at 9" 10:58
Time at 6" 11:17
Time(9"-6") 19
Rate (Min./Inch) 7
Test Passed: Test Passed: ❑
Test Failed: ❑ Test Failed: ❑
William Dufresne SE#640
Test Performed By:
Isaac Rowe
Witnessed By:
Comments:
t5form12.doc•06/03 Perc Test-Page 1 of 1
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TOWN OF NORTH ANDOVER
Offlee of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH T ENT
i
1600 OSOOOD STREET;T; SUITE 2035
NORTH ANDOVER, NIASSACHUSETTS 01845
Susan Y.Sawyer,REIIS,RS 978.688.9540-Phone
Public Henith Director 9711.648.11476-FAX
healtlldept tt:to viiofitcrtlzaiidovei�.coni
NvNv,v.towilofnorthattdove:•.com
m/,o( 1 ?(H5
APPLICATION FOR SOIL TESTS I'OW l OF l4OR+i OOV
1? -IZ° l `� MAP&PARCEL: ,/ I l°VI V_G i l�ivPAFFM W
DATE: ,�•
LOCATION OF SOIL TESTS: I V L-V
OWNER: Contact#:
APPLICANT: ( LLA Q t Contact#:_A
u
ADDRESS: 1 Q x2 #
ENGINEER:Ha�04j�L "J uf,4z Contact#':
CERTIFIED SOIL EVALUATOR: Off.-(,J 1/ ��I ' ��`IY����i. Gji G f Lt-- ,
Intended Use of Land: Residential Subdivision ingl Fad mily .Home; Commercial
Is This: Repair Testing: Undeveloped Lot Testing: upgrade for Addition:
3
hi the Lake Cochichewick Watershed? Yes No -V--,
THE FOLLOWING MUST DE INCLUDED WITH THIS FORM \ �
Y1
Proof of land ownership(Tax bill,or letter from owner permitting test)
v
8.5"x 11"Plot elan & Location of Testing(please indicate test pit sites on the plan
!Fee of$425.00 per Iot for new construction. This covers the minimum two deep holes and
two percolation tests required for each disposal area. Fee of x360.00 per lot for repairs or upgrades. l�
GENERAL INBOR.'d'I ATION
> Only Certified Soil Evaluators may perform deep hole inspections. v
Only Mass.Registered Sanitarians and Professional Engineers can design septic plans.
P, At least nvo deep holes and two percolation tests are required for each septic system disposal area. (�
Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH
rpnrPVentativP,.
CHAD LAWLOR ealth
COREY LAWLOR 53-8492/2113 3
CRL LANDSCAPING
PH.978-687-8687 f \\
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