HomeMy WebLinkAboutCorrespondence - 855 WINTER STREET 9/13/2010 � g
a
PY
North Andover Health Department
Community Development division
September 13, 2010
Brian Keenan
c/o: On Deck Properties
49 Derby Lane
Tyngsboro, MA 01873
RE: Septic System Degg approval for 855 Winter Street Map 104B Lot 41
Dear Property Owner,
The North Andover Board of Health has completed the review of the septic system design plans
for the above referenced property, submitted on your behalf by Engineering & Surveying
Services dated July 7, 2010, last revised August 1.2,2010 and received August 13, 2010 and the
Form 9A Local Upgrade Approval Application was received on August 30, 2010. This plan has
been approved. This approval includes the Health Department approval of a local upgrade for
allowing the use of a single test pit in the leaching area rather than the required two. Please keep
a copy of the attached document for your records.
The design has been approved for use in the fully compliant construction of an onsite septic
system for a 3-bedroom house (maximum 7-room). In accordance with state subsurface disposal
regulations plans shall expire three years from the date approved unless construction on the lot
has begun, however it is reduced to two years since this installation is the result of a failed Title
V inspection. 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.
The previously issued disposal works construction permit has been rendered void. The contractor
must apply and receive the current approved plan. There will be no charge for this since no
inspections had occurred. Please notify your contractor.
This approval is 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,
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688,8476 Web www.townofnortliandover.com
Winter Street Septic Plan Approval September 13, 2010
the installation shall stop, and the applicant shall reapply for a new Disposal Systems
Construction Permit.
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 or imply
compliance with any of the aforementioned requirement.
Your effort to provide a properly functioning septic system for your dwelling is greatly
appreciated. The Health Department may be reached at 978-688-9540 with any questions you
may have.
Sincerely,
�Su Danz Y. Sa w�y�r, REHS/ 'S�� �-
Plic Health Director `
Cc: Greg Saab, Engineering& Surveying Services (ESS)
Atach—Form 9B—Local Upgrade Approval Form
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
Commonwealth of Massachusetts
City/Town of North Andover
a
Local Upgrade Approval
t� Form 913
DEP has provided this form for use by local Boards of Health if they choose to do so.
The Local Upgrade Approval is to be completed by the local Board of Health and a signed copy provided
to the system owner.
A. Facility Information
Important:When
filling out forms 1. Facility Name and Address
on the computer,
use only the tab On Deck Properties
key to move your Name
cursor-do not 855 Winter Street
use the return Street Address
key.
r9 North Andover MA 01845
CityTrown State Zip Code
2. Owner Name and Address (if different from above):
On Deck Properties—c/o: Brian Keenan 49 Derby Lane
Name Street Address
Tyngsboro MA
City/Town State
01873 617.888.2223
Zip Code Telephone Number
3. Type of Facility (check all that apply):
® Residential ❑ Institutional ❑ Commercial ❑ School
4. Design flow per 310 CMR 15.203: 330
gpd
5. System Designer: Greg Saab
Name
70 Bailey Court Haverhill MA 01832
Address City/Town State,ZIP
B. Approval
1. Local Upgrade Approval is granted for:
❑ Reduction in setback(s)—specify:
❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction
855 Winter Street 913 8 27 10(2)•rev.7/06 Local Upgrade Approval* Page 1 of 2
Commonwealth of Massachusetts
City/Town of North Andover
a
Local Upgrade Approval
Form 9
M
B. Approval (continued)
❑ Reduction in separation between the SAS and high groundwater:
Separation reduction ft
Percolation rate min./inch
Depth to groundwater ft
❑ Relocation of water supply well (explain):
❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater
® Use of only one deep hole in proposed disposal area
❑ Use of a sieve analysis as a substitute for a perc test
List local variances granted not requiring DEP approval per 310 CMR 15.412(4):
List variances granted requiring DEP approval:
North Andover Health De artment
Approving Authority
Susan Sawyer, Health Director -!1 September 13, 2010
Print or Type Name and Title Signature Date
865 Winter Street 9B 8 27 10(2)•rev.7/06 Local Upgrade Approval* Page 2 of 2
North Andover Health Department
Community Development Division
August 2, 2010
Clayton Morin, P.E.
Engineering& Surveying Services
70 Bailey Count
Haverhill, MA 01832
Re:Subsurface Seivage Disposal SVstem Plena for 855 Winter Street(Map 104B,Lot 41)
Dear Mr. Morin:
The proposed wastewater system design plan for the above site dated July 7, 2010 and
received on July 15,2010 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. Before going
forward with the revisions, please download the revised North Andover Regulations from
this link dated February 25,2010. We expect you will find this rewrite an improvement.
There are no duplicate items already noted in Title V already and items in conflict with
Title V have been removed. These are just a couple of the things focused upon by the
board.:
httt)://,vvNvw.townofnorthandovei-.com/Pages/NAndoverMA Health/permitsandre2s
Please review the most recent North Andover Board of Health regulations. Many of the
following items pertain to the revised regulations, specifically section "3 Design
Requirements".
1. A Local Upgrade Approval request form is needed for only one deep observation test pit
is the proposed disposal area(3 10 CMR 15.102(2)).
2. Please provide a note or chart on the design plan for the Local Upgrade Approval request
(NA 3.2).
3. The design flow should reflect the number of bedrooms in the existing dwelling. The
existing dwelling has three bedrooms. The current design assumes a four bedroom
design based on the previous set of local regulations.
4. Please provide a note that the proposed system is not designed for a garbage grinder
unless the system will be designed with a 50% increase in the size of the leaching facility
(3 10 CMR 15.240(4)).
5. The full legal dimensions of the lot must be shown(3 10 CMR 15.220(4)NA 3.2)).
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
855 Winter Street—Septic Plan Review August 2, 2010
6. Please provide a statement identifying whether the property is within or not within the
Lake Cochichwick watershed (NA 3.2).
7. Please show all watercourses or wetlands within 150' of the system (NA 3.2).
8. Please provide the elevation/location statement as described in section 3.2 of the North
Andover Board of Health regulations.
9. In the profile view on sheet 2 of 2,the invert elevation at the house is depicted as 78.12'
and the invert at the proposed septic tank is depicted as 78.50'. Please modify this
discrepancy.
10. In the profile view on sheet 2 of 2 under"Special Construction Note", the unsuitable
removal of soil does not have to extend 6" into the C horizon. Also it appears that the B
horizon should remain in place due to the limited amount of C horizon soil (37"). Please
modify this note accordingly.
11. Please indicate the brand and model number of the effluent filter proposed.
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.
Sincerel ,
Susan Y. Sawyer, REHS/R
Public Health Director
cc: On Deck Properties
File
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
elleChl ie, Partner
From: Sawyer, Susan
Sent: Thursday, August 26, 2010 5:21 PM
,v�amela
Subject: 855 Winter
To: Dell& hi es
Pamela
Attachments: ry„ 855 Wint ..Street 9B 8.27.10.doc; 855 Winter Street ap 8.27.10.doc
Here is the 9B and app Itr DRAFTs
Waiting for the 9A from Greg Saab. I left him a message yesterday.
Thx
Have a good weekend.
s
Stoaa Sawyu
9 afi&Nedth Daectaa
X2c g 20,unit 2-36
Nodh(baauu,,MIZ 01845
mice 978 688-9540
f 978 688-8476
All email messages and attached content sent from and to this email account are public
records unless qualified as an exemption under the
[ htt : www.sec.state.ma.us re reidx.htm ]Massachusetts Public Records Law.
1
Commonwealth of Massachusetts
City/Town of North Andover
Local Upgrade Approval
.w
Form
DEP has provided this form for use by local Boards of Health if they choose to do so.
The Local Upgrade Approval is to be completed by the local Board of Health and a signed copy provided
to the system owner.
A. Facility Information
Important:When
filling out forms 1. Facility Name and Address
on the computer,
use only the tab On Deck Properties
key to move your Name
cursor-do not 855 Winter Street
use the return Street Address
key.
North Andover MA 01845
r� City/Town State Zip Code
2. Owner Name and Address(if different from above):
run
Name Street Address
City/Town State
Zip Code Telephone Number
3. Type of Facility (check all that apply):
® Residential ❑ institutional ❑ Commercial ❑ School
4. Design flow per 310 CMR 15.203: 330 _
gpd
5. Designer:System Clayton Morin 70 Bailey Court
y g Name PE ❑ RS
66 Park Street Haverhill MA 01832
Address City/Town State,ZIP
B. Approval
1. Local Upgrade Approval is granted for:
❑ Reduction in setback(s)—specify:
❑ Reduction in SAS area of up to 25%: sas size,sq.ft. %reduction
855 Winter Street 913 8 27 10•rev.7/06 Local Upgrade Approval* Page 1 of 2
Commonwealth of Massachusetts
Cityrrown of North Andover
a
Local Upgrade Approval
r�a Form 9B
B. Approval (continued)
❑ Reduction in separation between the SAS and high groundwater:
Separation reduction ft
Percolation rate min./inch
Depth to groundwater ft
❑ Relocation of water supply well (explain):
❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater
® Use of only one deep hole in proposed disposal area
❑ Use of a sieve analysis as a substitute for a perc test
List local variances granted not requiring DEP approval per 310 CMR 15.412(4):
List variances granted requiring DEP approval:
North Andover Health Department
Approving Authority
Susan Sawyer, Health Director August 27, 2010
Print or Type Name and Title Signature Date
855 Winter Street 9B 8 27 10•rev.7/06 Local Upgrade Approval, Page 2 of 2
Commonwealth of Massachusetts
City/Town of
Form Application r Local Upgrade Approval
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 your
local Board of Health to determine the form they use.
Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming
septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR
15.404(1), is not feasible.
System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full
compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410
through 15.415.
NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of
a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved
capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000.
A. Facility Information
Important:
When filling out 1. Facility Name and Address:
forms on the , C,V° „ - , K , YO w.
computer,use
y y
only the tab key N ame
to move y our
cursor-do not
use the return Street Address
key.
y City/Town�:;W�"j....
State Zip Code
' 2. Owner Name and Address (if different from above):
Name Street Add ss ,
City/Town State MWN Of NORIN ANUOVER
Zip Code Telephone
3. Type of Facility (check all that apply):
[ .n Residential ❑ Institutional ❑ Commercial ❑ School
4. Describe Facility:
5. Type of Existing System:
❑ Privy ❑ Cesspool(s) Conventional ❑ Other(describe below):
6. Type of soil absorption system (trenches, chambers, leach field, pits, etc):
cL
t5form9a.doc•rev.7/06 Application for Local Upgrade Approval, Page 1 of 4
Commonwealth of Massachusetts
City/Town of
Form 9A ® Application for Local Upgrade Approval
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 your
local Board of Health to determine the form they use.
A. Facility Information (continued)
7. Design Flow per 310 CMR 15.203: EE
Design flow of existing system: t
gpd
Design flow of proposed upgraded system
gpd
Design flow of facility:
gpd
B. Proposed Upgrade of System
1. Proposed upgrade is(check one):
[Voluntary ❑ Required by order, letter, etc. (attach copy)
❑ Required following inspection pursuant to 310 CMR 15.301: date of inspection
2. Describe the proposed upgrade to the system:
3. Local Upgrade Approval is requested for(check all that apply):
❑ Reduction in setback(s)—describe reductions:
❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction
❑ Reduction in separation between the SAS and high groundwater:
Separation reduction ft
Percolation rate min./inch
Depth to groundwater ft
t5form9a.doc•rev.7/06 Application for Local Upgrade Approval• Page 2 of 4
Commonwealth of Massachusetts
City/Town of
W
a
Form 9A - Application for Local Upgrade Approval
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 your
local Board of Health to determine the form they use.
B. Proposed Upgrade of System (continued)
❑ Relocation of water supply well (explain):
❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater
Use of only one deep hole in proposed disposal area
❑ Use of a sieve analysis as a substitute for a perc test
❑ Other requirements of 310 CMR 15.000 that cannot be met-describe and specify sections of the
Code:
If the proposed upgrade involves a reduction in the required separation between the bottom of the soil
absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the
high groundwater elevation pursuant to 310 CMR 15.405(1)(h)(1). The soil evaluator must be a
member or agent of the local approving authority.
High groundwater evaluation determined by:
Evaluator's Name(type or print) Signature Date of evaluation
C. Explanation
Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be
completed)
1. An upgraded system in full compliance with 310 CMR 15,000 is not feasible:
l G -TC) L-o C A Ti b tJ (>-F c-.x i h�6— H L e o A. ` .
OMLY o f\) U f tjR "s
2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible:
t5form9a.doc•rev.7/06 Application for Local Upgrade Approval- Page 3 of 4
Commonwealth of Massachusetts
a City/Town of
Form i I n for Local Upgrade Approval
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 your
local Board of Health to determine the form they use.
C. Explanation (continued)
3. A shared system is not feasible:
1
4. Connection to a public sewer is not feasible:
11 f
5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the
appropriate boxes):
❑ Application for Disposal System Construction Permit
❑ Complete plans and specifications
❑ Site evaluation forms
❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines.
Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2).
❑ Other(List):
D. Certification
"I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my
knowledge and belief, are true, accurate, and complete. I am aware that there may be significant
consequences for submitting false information, including, but not limited to, penalties or fine and/or
imprisonment for deliberate violations."
Facility Owner's Signature Date
Print Name
. , S
Name of e P arer Date
- ., ., /
Preparer's address City/Town
� ..J 63
State/ZIP Code Telephone
t5form9a.doc•rev.7/06 Application for Local Upgrade Approval* Page 4 of 4
TOWN OF NORTH ANDOVER MbR7,.
Office of COMMUNITY DEVELOPMENT AND SERVICES
p
HEALTH DEPARTMENT
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER,MASSACHUSETTS 01845
978.688.9540—Phone
Susan Y.Sawyer,REH;S/RS 978.688.8476—FAX
Public Health Director E-MAIL:healffidept(btownofiiorthan<lover.com
, o
WEBSITE:lhttp://www.townofnortliandover.coni
SEPTIC PLAN SUB ITTAL FORM
Date of Submission:
AIJ
Site Location: w. J � �
Engineer: °
New Plans? Yes $225/Plan Check# (includes 1St submission and one re-
review only)
Revised Plans?Yes $75/Plan Check#
Site Evaluation Forms Included? Yes No
Local Upgrade Form Included? Yes No ,
Telephone #: (;� "ar, "'t"; w Fax#: et t t d t
,K
E-mail:
Homeowner
' Wo /. t
OFFICE USE ONLY
When the submi Sion is complete (including check):
Date stamp plans and letter
Complete and attach Receipt
Copy File; Forward to Consultant
Enter on Log Sheet and Database
No.
COMMONWEALTH OF MASSACHUSETTS
Board of Health,-N 0 Pj MA.
APPLICATI®N FOR DISP®SAL SYSTEM CONSTRUCTI®N PERMIT
Application for a Permit to Construct(Repair O Upgrade O Abandon O - LA-Complete System ❑Indvidual Components
Location Owner's Name
Map/Parcel# I Address 6 S-S— Rl1 Ni TT-, ST
Lott' Z-{ Telephone# Ce 1-7 0 t')g 8 X-3
Installer's Name Designer's Name .,S
Address Address j t C � U� t�t 1�
Telephone# Telephone# . 9 (p U D
Type of Building: ine, T AZ-- Lot Size �q jZ(sq.ft.
Dwelling-No. of Bedrooms Gatbage grinder( )
Other-Type of Building No.of persons Showers( ), Cafeteria( )
Other Fixtures ��rr
Design Flow(min. required) `7 t�Y0 gpd, Calculated design flow 4) Design flow providedgpd
Plan: Date qtQ111 Number of sheets Revision Date
Title 2ropo4�L) iLbSUe^fin<'.� St✓ y'SA J 5'Fe i i-A'
Description of Soil(s) '� Z c,4 n�
Soil Evaluator Form No. Name of Soil Evaluator 6veq 5AAI Date of Evaluation /i
DESCRIPTION OF REPAIRS OR ALTERATIONS l 5-eO e 4t/01f ipic--00),*11,C .�-e,ph C J!m 1, G6 6a
/a l 44 um 01 t?fit r t l vet ! O n c
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE
5 and further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
Inspections
DEP APPROVED FORM 5/96
No. Fee
- — r
COMMONWEALTH OF MASSACHUSETTS
Board of Health, 14A•
. CERTIFICATE OF COMPLIANCE
Description of Work: ❑ Individual Component(s) ❑ Complete System
The undersigned hereby certify that the Sewage Disposal System;Constructed O, Repaired O, Upgraded O, Abandoned()
by:
at
has been installed in accordance with the provisions of 310 CMR 15.00(Title 5) and the approved design plans/as-built plans relating to
application No. dated Approved Design Flow _(gpd)
Installer
Designer: Inspector Date
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Commonwealth of Massachusetts
City/Town Of
i
Percolation t
Form 12 �°t,�tWN OF NO R'70,1 0,��n�,RD�v��N
HEX 61 ,4.r'
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: A. Site Information
When filling out
forms on the
computer,use �.�f:.� -� ---- °m
-------- -------- --
only the to move our k e .:.
cursor b y Ow ��do not Address or # )���)� � t ��� ,.mm
use the return
key. , y ..,.�,.. t . ( r ` .. �"
City/Town State Zip Code
V,EL___J[
Contact Person(if different from Owner) Telephone Number
B. Test Results
I
Date Time Date Time
Observation Hale#
Depth of Perc
Start Pre-Soak
End Pre-Soak
Time at 12"
Time at 9'• _�-n
4
n
Time at 6" – —
Time (9'-6")
Rate (Min./Inch)
i
Test Passed: FA Test Passed: ❑
Test Failed: ❑ Test Failed: ❑
<SA o 8
Test Perform By:
Witnessed By:
Comments:
t5form12.doc•06/03 Perc Test m Page 1 of 1
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NEW ENGLAND ENGIN, EERING SERVICES
October 7, 2002
Sandra Starr, Administrator
North Andover Health Department
Town Hall Annex
27 Charles Street
North Andover, MA 01845
e�
Re: 855 Winter Street,North Andover, Septic system design
Dear Sandra:
Enclosed are revised septic system design plans for the above reference property. The
following changes have been made. Each item below is numbered to correspond to the
item number in the letter from John Noonan dated May 9, 2002.
1. The test pit labels have been revised on the plan view.
2. Test pit 2 is labeled to indicate that a water table was not determined.
3. The soil class is class 1, the loading rate has not been revised. This has been
confirmed with Mr. Noonan.
4. Buoyancy calculations have been provided.
5. Since the soil class is actually class I the pump calculations have not been revised.
6. A deed restriction is needed. This should be a condition of approval.
7. The variance for the use of a poly barrier is being requested. The design is consistent
with DEP policy.
If you have any questions regarding the information submitted, please do not hesitate to
contact this office.
Sincerely,
'bi
Benjamin C. Osgood, Jr., IT
President
60 BC: :C:,FdV\/C:OD DRIVE-NORTH ANC7OVIER, MA 01645-(978)686-'9768-(888)359-7645- FAX(978)688-1099
y
...._......
_.. ...
NEW ENGLAND ENGINEERING SERVICES
........
.....................................................................
o�......... ��........................ I NIC
w .
April 1, 2002
Sandra Starr, Administrator
North Andover Health Department
Town Hall Annex
27 Charles Street
North Andover, MA 01845
Re: 855 Winter Street,North Andover, Septic system design
Dear Sandra:
Enclosed are the following documents in reference to the above referenced property.
1. 5 sets of septic system design plans
2. Copy of soil evaluator sheets.
3. Application for plan approval.
4. Check to cover the fee.
If you have any questions regarding the information submitted, please do not hesitate to
contact this office.
Sincerely,
C
0-
.'
Benjamin C. Osgo d, Jr.,EIT
President
I�
60 136.0- HVIJC')OD DRIVE.•-B'JOR"I-F°I ANDOVER, MA 01845-(975)686-1768-(888)359-7645..FAX(978)685-9099