HomeMy WebLinkAboutCorrespondence - 140 MARIAN DRIVE 2/10/2006 Page 1 of 1
elleChIaie, Pamela
From: Dan Ottenheimer[info @millriverconsulting.com]
Sent: Friday, February 10, 2006 2:55 PM
To: amcbrearty @millriverconsulting,com; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela;
Sawyer, Susan
Subject: 140 Marian soil test put on hold for now
Good afternoon,
Bill Dufresne from Merrimack Engineering called today and said that due to the wetness of the ground at 140
Marian, it will be put on hold until it dries out; will be in touch when reschedule date becomes available.
Thank you,
Marianne
Daniel Ottenheimer, President
Mill River Consulting, Inc.
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
w v.milli•iv t°consulting.cotTi
dano( millrivercon;ulting.com
2/10/2006
TOWN OF NORTH ANDOVER
Office of COMMUNITV DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET *rn
NOR'T'H ANDOVER, MASSACHUSETTS 01845
078.685.9540 Phone
Susan Y.Sawyer,REHS/RS 978.688.8476- FAX
Public Health Director E-MAIL:healthd ept(_q)towiiofiiorthandover.com
WEBSIT} :hltp://www.to�vnofnorthandover,com
SEPTIC PLAN SUBMITTAL FORM
f
Date of Submission:
Site Location: 4,5 tk-i A i �2 i2,-+ ye
Engineer: try r'.I H4C'l ,. 1r V S I r ! Z 1 1 foe
New Plans? Yes . $225/Plan Check# 3 (includes l"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#L 7 Fax#: djt,!j
E-mail: r ( of : ` AC,( ,, e a
Homeowner
Name: j
OFFICE USE ONLY
When the submon is complete (including check):
9 ,A, m Date stamp plans and letter
➢ Complete and attach Receipt
➢ Copy File;Forward to Consultant
9 Enter on Log Sheet and:Database
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.
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
5.404(1), is not feasible.
310 CMR 15.403(4)requires the system owner to provide a copy of the local upgrade approval to the
appropriate Regional Office of the Department of Environmental Protection, Bureau of Resource
Protection, Title 5 Permitting Program, upon issuance by the local approving authority and before
commencement of construction.
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 15.417.
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 :Ti computer,use 1 i "e7lG
only the tab key Name
to move your �(,� 1 LA, VA V C
cursor-do not
use the return Street Address
p ' t� p
key. L L01-0 A0�0id e lo—
-- Cityrrown State Zip Code
2. Owner Name and Address (if different from above):
le
�. ..: k
Name –� Street Address
Ci y/Town State
Zip Code Telephone umber
3. Type of Facility(check all that apply):
[Residential ❑ Institutional ❑ Commercial ❑ School
4. Describe Facility:
5. Type of Existing System:
❑ Privy ❑ Cesspool(s) C[Conventional ❑. Other(describe below):
t5form9a•rev.5/02 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)
6. Type of soil absorption system (trenches, chambers, leach field, pits, etc):
r I rat i°�
7. Design Flow per 310 CMR 15.203:
Design flow of existing system: t ► fG r�{'t��AJ
gpd
Design flow of proposed upgraded system
gpd
Design flow of facility:
gpd
B. Proposed Upgrade of System
1. Proposed upgrade is (check one):
iV'oluntary ❑ 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):
R'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•rev.5/02 Application for Local Upgrade Approval, Page 2 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.
B. Proposed Upgrade of System (continued)
❑ Relocation of water supply well (explain):
❑ 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)(i)(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 f~ testa t% X-
2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: eLIZ
t5form9a•rev.5/02 Application for Local Upgrade Approval* Page 3 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.
C. Explanation (continued)
3. A shared system is not feasible: eJ q
4. Connection to a public sewer is not feasible:
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
�omplete plans and specifications
[3—�9ite 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&Gberate violations."
"PiOlity Owner's Signatureg f� Date
Print,tame
Na of Preparer / Date
reparer's address City/Town/
State2lP Code Telephone
t5form9a•rev.5/02 Application for Local Upgrade Approval, Page 4 of 4
L LOmtionOCAtion. : Onmer's Name:
MnplParcel:
Address:
,aw l
Tnstn er.- Tel N.-
New(sL"IX.Repair
Date: ctluds
ne 13L_Sofl Symbol I-) -sail&ine an ClUIL I
Deep Observation Hole Iogs
Elm,Rtlon D6pth Son H6 n Sall Texture Sall balor Son Mottling,
% Gravel,Stones,eta
uS
/A
D
qA.to Bed fsckL-�, St�gdhtx Waterin the Hclz: Weeptn
Parent Matetiat �- �Depth to Data*—Sbading Witt•ia the Eclq
Date percolation Tests
Observation Role#
Depth of P=
Stut P •e-saik
Time at 124
Time at 9"
Time at 6"
Time(9"-61—
-Rate:bUnMich
Performed ]a
PLL —Witnessed B%-
Locution: owner's Narae:
MapjParcj
Map/Parcel:
Addrem Z A
Installer. Tel P.
- - New(SL%L—Repale
Date:
;.--Zone]IL—Sou SymbolL
Deep ObsetTafign Role Logs
ElmRflon Mptlt Soil H�r-kon Sall Temre Soil dolor Son Mottling. % Gmvel,S tones,'
'Ae 4"
J
Bed
mk� _Staxdhtr w4win the Hales ':, Weepint ftma tit Free F°
EMM
PatttatMuetial to Z4rk_9wmuug wxterim ft Ede
Date 'Pamoliation Tests
Observation Hole y`
Depth of Pam
Stirt Pmso
Time at n4
Time at 9"
Time at 6"
Time(9"-
-Rate Mn/Inch
Performed 13%. j"
Witnessed Br.
MERRIMACK ENGINIERING SERVICES, INC;,
PROFESSIONAL ENGINEERS 4 LANCE SURVEYORS 0 PLANNERS
GG PARK STREET «ANDOVER,MASSACHUSETTS 01810 TEL(978)475-3555,373-5721 •FAX(978)475-1448+ E-MAIL;merreng@aol.com
September 11, 2006
fr1y
RE: 140 Marian Drive
f
Dear Ms. Sawyer:
We have completed a septic system repair design for the above referenced site. The site has
wetlands on a significant portion of it and soil testing indicated a high seasonal water table. Due
to these site constraints, it was difficult to meet all the N.A.(5.02) design requirements for septic
syste>ns,as such we are requesting a variance from the following set backs:
1.) Distance from the s.a.s. to a B.V.W. from 100 ft. to 56 ft.
2.) Distance from a septic tank and pump tank to a R.V.W. from 75 ft. to 29& 34 ft.
We respeetlblly request to be placed on your earliest available meeting agenda for consideration
of these matters. A representative from our office will be present if necessary to discuss the
matter in more detail.
We appreciate your prompt atttention to these matters.
Very Truly Yours,
MERRIMACK ENGINEERING SERVICES
William R. Dufresne
Project Manager
Page I of I
DelleChiaie, Pamela
From: Dan Ottenheimer[info@millriverconsulting.com]
Sent: Thursday, October 19, 2006 12:40 PM
To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan
Subject: 140 Marian Drive plan review
Attached please find plan review for 140 Marian Drive. They are requested Local Upgrade Approval for reducing
ground water offset with no apparent reasoning to justify it. Other issues also identified in the letter.
Dan
Daniel Ottenheirn r, President
Mill River Consulting, Inc.
On-Site Wastewater Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsulting.corn
dano(✓ millriverconsulting.corn
10/19/2006
Health Department
October 19, 2006
Steven Eriksen
Merrimack Engineering Services
66 Park Street
Andover, MA 01810
Re: Proposed ®n-Site Wastewater System Design for 140 Marian Drive, Map 1070,Lot 52
Dear Mr. Eriksen:
The proposed on-site wastewater system design plan for the above site dated August 31, 2006
and received in this office on September 13, 2006 has been reviewed. Unfortunately, the plans
cannot be approved as submitted. The following items are in need of attention prior to approval,
with the section of Title 5 (3 10 CMR 15.000) or North Andover (NA) regulation noted:
1. Please provide a reason for the request in the I' reduction in groundwater separation.
There appears no reason not to have a design which fiilly complies with Title 5 standards.
This could include the proper setback between the bottom of the soil absorption system
and the estimated seasonal high groundwater, or the use of a pre-treatment(I/A) system
on this site which would allow a 2' separation.
Please include a note on the plan stating, if applicable, that there are no surface water
supplies within 400' and no public wells within 400' of the proposed soil absorption
system—310 CMR 15.220
3. Please note that a Registered Licensed Survey plan reference and certification is required
on this plan (the requested property line setback variance requires this) 310 CMR 15.220
4. Please include all distances on the site plan (septic tarry and soil absorption system to
dwelling and property lines)—NA 8.03 a-c
5. North Andover requires 10' separation between trenches placed in fill—please re-design
or request a variance from this regulation to space the proposed trenches at 6' —NA 14.01
6. Please provide volume calculations for the dosing of the system which include flowback
volume and head determination. 310 CMR 15.220, 254, 231
�7. Please include a notation that all outlets from the D-Box are to be at the same elevation
310 CMR 15.232
8. Please specify the pump control panel that is to be used-310 CMR 15.220,NA 12.01
9. Please include the buoyancy calculations for the primary(septic)tank—only the pump
chamber calculations are provided—310 CMR 15.221
1600 Osgood Street HEALTH DEPARTMENT huge I of 1
Building 0; Suite -36 -Mail: tiealthdept@townofnor,tliandover.com
North Andover,MA. 01845 Phone:978.688.9540 Fax: 978.688.8476
10. Please include a notation as to the primary (septic) tank and pump chamber water-
tightness—310 CMR 15.221.
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a replacement septic system which will be in compliance with all
regulations and assure protection of public health and the environment of Andover.
Sincerely,
Susan Saw er.
Public Health Director
cc: Homeowner
CD&S Dir.
File
ME I IMACK ENGINEERING IN SERVICES, INC.
PROFESSIONAL ENGINEERS 0 LAND SURVEYORS 0 PLANNERS
66 PARK STREET-ANDOVER,MASSACHUSETTS 01810-TEL(978)475-3555,373-5721 d FAX(4713)475-1446 ^E-MAIL:merreng @aol,com
RECO'El ED
Susan Sawyer
Public Health Director
1.600 Osgood Street ' 2006
Building 20, Suite 2-36 `T'(°) .
o NORTH D
North Andover, Ma. 01845 L-T 0FPA TM W
RE: 140 Marian Drive
Dear Ms. Sawyer:
We are in receipt of your letter dated 10-19-06 for the above referenced site.
We have revised the plan in response to items 2,3,5,6 &9 of your letter.
With regard to item 1, 15.405 (1) clearly states that in considering L.U.A.'s the approving
authority should consider both the physical conditions as well as the economic feasibility of the
upgrade. This site has severe physical constraints such as wetlands, limited space,topography
and high water table. The design provides a very reasonable degree of enviromental protection
and relative cost. To require an I/A system in this instance on a site which provides suitable soil
beneath the entire soil absorption system and conforming wetland setbacks would be unjust. All
the requested L.U.A.'s pertain to setback distances from property lines and foundations and pose
no threat to the enviroment.. The request for ground water separation is less of an enviromental
concern for sites serviced by municipal water and not within 400 ft. to any public wells or
drinking water supplies or in an area serviced by private wells
With regard to item 4,7 & 10,this information is already shown on the plan
With regard to item 8,the pump panel to be used should conform to the specifications already
shown on the plan, to the manufacturers specifications, and to the N.A. Building and Electrical
Dept. Specifications.
We feel the plan as revised, meets the requirements of N.A. and of Title 5 and respectfully
request the plan be approved as revised.
Very truly yours,
MERRIMACK ENGINEERING SERVICES, INC.
William Dufresne, Project Manager
Boll meeting October 26, 2006
Recoriiiiendations for Septic repair at 140 Marian Olive
140 Marian Drive
1) ok with requests e rept the 4' reduction to 3'.
2) This leads to a question I have about the relocatiOn of the water lime. It appears
that the water line is going under a solid entpyway. To avoid this, the water litre is
going to be closer than 10 feet ji-oni the SAS.
That would require a.variance. 11,
addition, no distance to grater lilies may be given when a groundwater reduction is
given.
Alternate suggestion rather that the I foot reduction to groundwaten
) Going for the 25% reduction ire lea.chin area would then require only 23
chambers rather than 30. possibly eliminate;-1 and #6 trenches and reconfigure
at the 4-foot above water table.
4) We shouldn't have to give a variant to the eater litre by eliminating#-6, in case ll
arts correct about the problem the histaller may have with installation.
5) The reduction could pall the system away fr`orn T-2 and we could likely
interpolate that the ill extended north a.nd desil�n o of the�-I or use the
engineer's interpolation.
MERRIMACK
ENGINEERING SERVICES INC. ...0 F2zAX R.I 1 RVA_1(..1E_r L l_N 111
Engineers @ SlUrveyors m Planner
6 Park Street
ANDOVER, MASSAC:1°°USErrs 01810 r>Ar
( ) 47s �
Al I rvricrry
Fax ( 78) 475-1448
TO ry
RECEIVED
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via 1 the following items:
I
I_._I Shop drawings ❑ Prints ❑ Plans ["t:Wfii f`tDOf"'f�C1 Specifications
fifl MEB f`
El Copy of letter El Change order
COPIES DATE NO. DESCRIPTION
—_.... _..._...
...........
THESE ARE TRANSMITTED as checked below:
r approval ❑ Approved as submitted ❑ Resubmit_—.._._._..__—copies for approval
CI For your use ❑ Approved as noted EJ Submit _...__...copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return-------corrected prints
❑ For review and comment ❑ �_._... �_.._—.. _..................`_ _.—___..._`_.
❑ FORBIDS DUE._... --__-.— _..._ C] PRINTS RETURNE=D AFTER LOAN TO US
REMARKS-_._
COPY 1m0
SIGNED:
If enclosures;arc;riot as noted,kindly r7otify us at once.
t►ORTN
OE t�eo , ,
1 64 O
O Az
n eyn �l
O coc.cnc i— 1.
CH
PUBLIC HEALTH DEPARTMENT
Community Development Division
October 30, 2006
Lynn and Ken Tilley
140 Marian Drive
North Andover, MA 01845
RE: Septic System Design, 140 Marian Drive, North Andover, Map 107C, Lot 52
Dear Homeowner,
The North Andover Board of Health has completed the review of the septic system design plan
for the above referenced property, submitted on your behalf by Merrimack Engineering Services
Inc., dated, August 31, 2006 last revised October 24, 2006.
The design has been approved for use in the construction of an onsite soil absorption system
(S.A.S.). At a regularly scheduled Board of Health meeting, held on October 28, 2006, the board
voted unanimously to allow the variances as listed on the plan.
Local upgrades
1)Distance from S.A.S. to foundation 20 feet to 13 feet
2)Distance from S.A.S to property line 10 feet to 1 foot
3)Distance from S.A.S. to Estimated High water table 4 feet to 3 feet
N. Andover variances
1) 10 Distance from S.A.S. to wetland from 100feet to 56 feet
2)Distance from Septic tank and pump tank to BVW from 75 feet to 29 and 34 feet
3) Trench spacing from 10 feet to 6 feet for systems in fill
This plan is valid is valid for two years from the date of a septic system inspection that did not
meet the acceptable criteria in the state regulations. 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. In the event an imminent
health problem such as sewage backup into the dwelling is occurring, the North Andover Board
of Health may reduce the time period for which this plan is valid.
This approval is subject to the following conditions:
1. The attached DEP Form 9b must be submitted by the homeowner to the appropriate Regional
Office of the Department of Environmental Protection;Bureau of Resource Protection, Mass
DEP NERO, 205B Lowell Street, Wilmington, MA 01887
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
2. 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,
installation shall stop, and the applicant shall reapply for a new Disposal Systems
Construction Permit.
3. 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.
Sincerel ,
-'S san Y. S er, H RS
blic He alth Dir
ector
Encl: list of licensed septic system installers
Form 9b
Cc: Merrimack Engineering Services
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
Commonwealth of Massachusetts
Cityrrown of
Local Upgrade Approval
Form 913
DEP has provided this form for use by local Boards of Health if they choose to do so.
Thp Local Upgrade Approval is to be completed by the local Board of Health and a signed copy provided
to the system owner. The system owner shall provide a copy of the Local Upgrade Approval to the
appropriate Regional Office of the Department of Environmental Protection, Bureau of Resource
Protection, Title 5 Permitting Program, upon issuance by the local approving authority and before
commencement of construction.
A. Facility Information
ant:
When filling out 1. Facility Name and Address
forms the
computer,use L Y nn and Ken Tilley
te
only the tab key Name
to move your 140 Marian Drive
curter-do not Street Address
use the return
key. North Andover MA 01845
CKyrrown State Zip Code
m
2. Owner Name and Address(if different from above):
Name Street Address
Cityrrown State
Zip Code Telephone Number
3. Type of Facility(check all that apply):
X Residential ❑ Institutional ❑ Commercial ❑ School
4. Design flow per 310 CMR 15.203: 440
gpd
5. System Designer: Sttnevven Erikson PE x RS
Na
66 Park Street Andover MA
Address Cityfrown State,ZIP
B. Approval
1. Local Upgrade Approval is granted for.
Reduction in setback(s)—specify:
1)Distance from S.A.S.to foundation 20 feet to 13 feet
2) Distance from S.A.S to property line 10 feet to 1 foot
❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction
140 Marian 9b 10.30.06.doc•rev.5102 Local Upgrade Approval* Page 1 of 1
Commonwealth of Massachusetts
City/Town of
Local Upgrade Approval
Form 96
B. Approval (continued)
x Reduction in separation between the SAS and high groundwater:
Separation reduction 1 foot
ft.
Percolation rate 19
min.finch
Depth to groundwater 3
ft.
❑ Relocation of water supply well (explain):
List local variances granted not requiring DEP approval per 310 CMR 15.412(4):
1) 10 Distance from S.A.S.to wetland from 100feet to 56 feet
2) Distance from Septic tank and pump tank to BVS from 75 feet to 29 and 34 feet
3)Trench spacing from 10 feet to 6 feet for systems in fill
List variances granted requiring DEP approval:
N.Andover Health Dept.
Approving Authority
Susan Sawyer, Director 10/30/08
Print or Type Name and Title 7XZ/ nature
Date
140 Marian 9b 10.30.06.doc•rev.5102
Local Upgrade Approval• Page 2 of 2
140 Marian Drive - Final Construction Inspection Request Page I of I
DelleChiaie, Pamela
From: Marianne Peters [mpeters@millriverconsulting.com]
Sent: Tuesday, July 31, 2007 10:53 AM
To: DelleChiaie, Pamela
Subject: RE: 140 Marian Drive - Final Construction Inspection Request
BEING DC)NE WITHIN Tl iE I-101JR: JUSTSPOKE w/TODID AND ALL SET. 1-1"LL BE r)ONIESOON, I-10W'S THAT
FOR SERVICE?!
From: DelleChiaie, Pamela [mailto:pdellechiaie@townofnorthandover.com]
Sent: Tuesday, July 31, 2007 10:40 AM
To: Dan Obrzut(E-mail); Daniel Ottenheimer(E-mail); Marianne Peters (E-mail)
Subject: 140 Marian Drive - Final Construction Inspection Request
Importance: High
Fli,
This one is all set for a Final Construction inspection per Bill Dufresne and Todd Bateson. Please call Todd to
schedule at: 978.815.2708. Thanks.
teas/R1019101PIds,
Raftolea zpoleleloelalallo
Health Department Assistant
Town of North Andover
1600 Osgood Street
Building 20,Suite 2-36
North Andover,MA 01845
2978.688-9540-Phone
- 978.688,8476-Fax
liealtlidept@toNviiofnorthaiidover.cozii
7/31/2007
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Friday, March 28, 2008 1:28 PM
To: 'kbtilley @comcast.net'
Cc: Dufresne Bill (E-mail)
Subject: 140 Marian Drive
Flello Mr. Tilley,
Upon reviewing your file, I see that the engineer(Fill Duftense) has 110t submitted the final certification
paperwork which both he and the installer(rl,odd Fateson) creed to sign Of'f`can and the septic as-built,plan (the
plan that shows the final Construction layout ofyOur septic system). Also, Nve never received a request for a
Final Grade inspection. Once those three itenrs are received, and reviewed satisfactorily, the Health Dept. call
issue a certificate ot'compliance, l will copy in bill Duf:rense can this as well.
909/R10010fds,
PsriaG�ir�itG�G���ldJsaltr
Health Department Assistant
Town of North Andover
160o Osgood Street
Building 20,Suite 2-36
North Andover,MA 01845
978.688.9540-Phone
r 5 978.688.8476-Fax
littp://Nvww.townofnorthandover.com
healtlidept@townofnorthando-,,er.com
1