HomeMy WebLinkAboutCorrespondence - 44 CRICKET LANE 8/23/2006 TOWN OF NO11TH ANDOVER ��arTdi
fltct ( 9 ('O1W1dl 1Y 1) VI,LOIM ING AN SIIZVI ' S P "�DEPARTMENT
HEALTH �
400 OSGOOD STREET
NORTH ANDOVER.. MASSAt"HUSF-FTS 01845
978.688.9540 Phone
SusS m Y.Saw�,er, RL',HYRS 978.688.8476- FAX
['«bile Health Director L 1111IL; 11calthdcpt,«)tovnofrl�whrndoverxoni
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SEPTIC PLAN SUBMITTAL FORM
Date of Submission:
AU °' 0 (3
Site Location: ( l,)E
Engineer: 1Ij e 0 e'-Y P =o �m
New Plans? Yes t� $225/1"lan Check# 6� (includes Is` submission and one re-
review only)
Revised Plans?Yes $75/Plan Check#
Site Evaluation Forms Included? Yes No
Local Upgrade Form Included? Yes No
Telephone# / �..�- r " FaX
d
E-mail:
I-3omeowner
Name: � � n ) j
OFFICE USE ONLY
When the submission is complete (including check):
Date stamp plans and letter
Complete and attach Receipt
Copy File, For ward to Consultant
o Enter on Log Sheet and Database
TOWN OF NORTH ANDOVER ®�t4oRfro
Office of COMMUNITY DEVELOPMENT AND SERVICES
F� 6=.4"`a'"eaooA
HEALTH DEPARTMENT
400 OSGOOD STREET * "
NORTH ANDOVER, MASSACHUSETTS 01845 ITS mu$�`�
Susan Y. Sawyer, REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542--FAX
September 26, 2006
Steven Eriksen, R.S.
Merrimack Engineering Services, Inc.
66 Park Street
Andover, MA 01810
Re: Wastewater Treatment and Dispersal System Plan for 44 Cricket Lane, Map 107A, Lot 214
Dear Mr. Eriksen:
The proposed wastewater system design plans for the above site dated August 16, 2006 and
received on August 29, 2006 have been reviewed. Unfortunately, they 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.
1. Please retain a wetlands scientist to assess the possible wetlands resource area which was
identified in the rear of the parcel during soil testing. Additionally, please provide the
North Andover Conservation Commission's confirmation of this data
2. Please clarify if the design is or is not intend to provide for the use of a garbage grinder in
the dwelling
3. Please provide for a design which accounts for the correct separation between the bottom
of the soil absorption system and the estimated seasonal high ground water based on the
percolation rate observed of<2 minutes per inch. Please also clarify the notation on the
design plan to clearly reflect this.
4. Please clarify orifice size in the piping of the soil absorption system (25 1)
5. The design plan indicates the use of an effluent filter inside the primary(septic)tank.
This is generally advisable, however please indicate to the installer the brand and model
to be used, and please indicate for the owner the required annual maintenance (227)
6. Please indicate the distribution box outlets are to be at the same elevation as each other
(232)
7. Please describe the method to be used to abandon the existing on-site wastewater system
(354)
8. The entire parcel, especially the southern property boundary, is not depicted. (220 and NA
8.02j) This may be shown on a separate sheet if desired as this information is not integral
to the design
9. Please indicate that the building sewer is to have watertight joints and is to be laid on a
continuous grade in a straight line (222)
10. Please clarify the notation regarding a primary(septic)tank effluent filter. If one is to
utilized, it must be a brand and model approved for use in Massachusetts. Additionally,
annual maintenance is required and should be indicated on the design plan so the owner can
become aware of this necessary task (227)
11. Please provide buoyancy calculations for the tank(22 1)
12. Please specify proper base beneath the distribution box (221)
13. Please indicated the required placement of magnetic marking tape or comparable means
around the on-site wastewater system (221)
14. Please provide additional topography of the existing ground in the vicinity of the proposed
grading towards the southern portion of the soil absorption system
15. Please provide for inspection port(s) in the soil absorption system (240)
16. Please review the request for a Local Upgrade Approval. As indicated in the regulations,
there are a series of reduced design standards which may be requested in specific order
using the Local Upgrade Approval process. It is not apparent that some of the other design
standards may not be amended to allow for the gravity flow system. In addition, simply
providing a gravity flow system versus a pump system is typically not a reason which
provides any type of public health or environmental equivalent to a complying design.
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.
Since
r �s
usan Y. Sawyer, REHS/RSS
Public Health Director
cc: Owner _
File
Pale 1 of 1
DelleChiaie, Pamela
From: Dan Ottenheimer[info @millriverconsulting.com]
Sent: Wednesday, September 27, 2006 12:32 PM
To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan
Subject: 44 Cricket Lane plan review
Attached is plan disapproval for 44 Cricket Lane. Major concerns are the design is not based on 5' from SAS to
ground water, that an inappropriate LUA is being sought, an incomplete description of the topography, and a
potential wet area on the site. Minor concerns are also numerous.
Dan
Daniel Ottenheimer, President
Mill River Consulting, Inc.
On-Site Wastewater Hanagement Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.rriillriverccrnscrltin. .corn
clano(i7millriver°consult,in ,.corn
9/28/2006
MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS 0 LAND SURVEYORS PLANNERS
66 PARK STREET.ANDOVER,MASSACHUSETTS 01810^TEL(978)475-355,5,373-5721 <FAX(978)475-1448 s E-MAIL:morrong @aol.com
October 24, 2006
Susan Sawyer '' FIVED,
Public Health Director
1600 Osgood. Street
Building 20, suite 2-36
North Andover, Ma. 01845 awl ANDOVFM
o e` jLPARTMENT
RE: 44 Cricket Lane
Dear Ms, Sawyer:
We are in receipt of your review letter dated 9-2606 for the above referenced site.
We have revised the plan in response to items 1,3,4,5,6,8,9,10,13 & 15 of your letter.
With regard to item 2,7,9 & 1.2, these items already exist on the plan and were missed by the
reviewer.
With regard to item 8, a separate plan is submitted herewith which shows all property
boundaries,
With regard to item 11,this is not required as the septic tank is not within the water table. The
bottom of tank elevation has been added to the plan to demonstrate this.
With regard to item 14, this issue no longer exists since the system has been moved away from
this area.
Lastly with regard to item 16,we respectfully disagree with you in that 15.405 clearly states that
economic feasibility of the upgrade cost should be considered. In this case the only L.U.A. being
requested is from the bottom of the S.A.S to the E.S.W.T from 4.0 ft. to 39 ft.and to deny this
request would be unjust. Granting this request would eliminate the need for a pump saving the
home owner approximately$ 3000.00.
We feel we have adequately addressed your concerns and request to be placed on your next
B.O.H. meeting agenda to discuss the requested N.A. waiver and plan approval.
Very truly yours,
MERRIMACK ENGINEERING SERVICES,INC.
William Dufresne, Project Manager
�
MERRUMACK
ENGINEERING SERVICES INC. [ ,[ET ��u W
Engineers m Surveyors m Planners
68 P�rkStnaet
ANDDVEB. K4ASSACHUSET[SQ181O
(9 475-3555
Fax (878) 475-1448
0
VVE ARE SENDING YOU O Attached O Under separate cover via following items:
�
O Shop drawings O Prints O Plans O Samples O Specifications �
|
O Copy of letter O Change order O
COPIES DATE NO. DESCRIP-rION
/
THESE ARE TRANQNDTEDms checked below:
O For approval O Approved aysubmitted O Resubmit_-_____copies for approval
O For youruse El Approved onnoted O Submit------- copies for distribution
OAsrequested O Returned for corrections O Retum______-corrected prints
�
O For review and comment O
U FOR BIDS DUE O PRINTS RETURNED AFTER LOAN TOUS
REMARKS_________
C0PYTO
SIGNED: '
n enclosures are not aa noted, kindly notify its auonce.
t%oRTJ�4
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0
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PUBLIC EAL DEPARTMENT
Community Development Division
October 30, 2006
John Ames
44 Cricket Lane
North Andover, MA 01845
RE: Septic System Resign, 44 Cricket Lane, North Andover, leap 107A, Lot 214
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,
dated, August 16, 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.)for the existing 4-bedroom dwelling. 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 Estimated seasonal high water table from 4 feet to 3.9 feet
N. Andover variances
1)Distance from S.A.S. to BVW from 100 feet to 51 feet
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, Kass
DEP NERO, 205B Lowell Street, Wilmington, MA 01887
2. If site conditions are found in the meld 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 978.688.4540 Fax 978.688.8476 Web www.townofoorthandover.com
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 978688-9540 with any questions you
may have.
Sincerer,
S san Y. Sawyer, REHS/It S
Public health Director
Encl: list of licensed septic system installers
Form 9b
Cc: Merrimack Engineering Services
1600 Osgood Street,North Andover,Massachasetfs 01845
Phone 978.688.9540 Fox 978.688.8476 Web www.townotnorfhandover.coni
("O'ommonwoalth of Massachusefts � .r
---- City/Town o y 4 p
Local Upgrade Approval
Form 9B d c 'i2
DFp 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. 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
When filling out 1. Facility Marne and Address
forms on the
computer,use John Ames
only the tab key Name
to move your 44 Cricket Lane
cursor-do not — — - - --
use the return Street et/Address _ ----- y-- -- --
key. North Andover MA 01845
uI*' City/"rown State Zip Code
Owner Name and Address (if different from above:
P�arne ---/A- _ _-..---- --- ----
, Street cAdress . ------
City/Town State
__....___.._..__._...__.-.w.-_
dip Code 'telephone Number- -_.——__—_—._--------___—�
3. Type of Facility (check all that apply):
X Residential E] Institutional ] commercial 0 school
4. Design flog per 310 MR 15.203: 440
9pd
Steven Erikson
5. System Designer: tvar�, -- ---- ------ pF x l
66 park Street — — — Andover MA
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 5%: size,sq.ft. reductiain____.__.-__�_
44 Cricket Lane 9b 10.30.06,doc-rev.5/02
Local Upgrade/Approval° Page 1 of 1
Commonwealth of Massachusetts
CityPTown of
Local Upgrade Approval
Form
B. Approval (continued)
x Reduction in separation between the SAS and high groundwater:
Separation reduction .1 feet
ft.
Percolation rate 11
min./inch
Depth to groundwater 3.9
ft.
El Relocation of water supply well (explain):
List local variances granted not requiring DEP approval per 310 CHAR 15.412(4):
Distance from SAS to SVW from 100 feet to 51 feet
List variances granted requiring DEP approval:
N. Andover Health Dept,
Approving Authority
Susan Sawyer, Director 10/30/06
Print or Type Name and Title SI ature pate
44 Cricket Lane 9b 10.30.06.doc a rev.5/02
Local Upgrade Approval® Page 2 of 2
Commonwealth of Massachusetts
City/Town of
Local Upgrade Approval
u,p,
Forma
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. 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
Important:
When filling out 1. Facility Name and Address
forms on the
computer,use John Ames
only the tab key Name
to move your 44 Cricket Lane
cursor-do not Street Address
use the return
key. North Andover MA 01845
43 City/Town state Zip Code
2. Owner Name and Address(if different from above):
Name Street Address
city/Town 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: Steven Erikson PE x RS
Name
66 Park Street Andover MA
Address Cityfrown 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
44 Cricket Lane 9b 4.30.07 d rev.5/02 local Upgrade Approval* Page 1 of 1
Commonwealth of Massachusetts
City/Town of
Local Upgrade Approval
Form 9B
B. Approval (continued)
x Reduction in separation between the SAS and high groundwater:
Separation reduction 1 feet
ft.
Percolation rate 11
min./inch
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):
Distance from SAS to BVW from 100 feet to 51 feet
List variances granted requiring DEP approval:
N. Andover Health Dept.
Approving Authority
I'
Susan Sawyer, Director 4/30/07
Print or Type Name and Title f/i ature Date
44 Cricket Lane 9b 4.30.07•rev.5/02 Local Upgrade Approval* Page 2 of 2
MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS - LAND SURVEYORS PLANNERS
66 PARK STREET- ANDOVER,MA 01810 a (978)475-3555,373-5721 m FAX(978)475-1448 E-MAIL lnfo@merrimackengineeting.com
April 25, 2007
Susan Sawyer
Director of Public I-lealth,
1600 Osgood Street
Bldg. 20 Suite 2•36
()'
North Andover, MA 01845 �/v 1 11,(d
44 Cricket Lane
Dear Ms. Sawyer,
The Contractor, Mike Reilly, encountered field conditions different from the approved
plans such that the actual sewer pipe invert is approximately /inches lower. Because this
is a gravity system, the entire system will be lowered by that amount. As we discussed,
the current IJJA approval allows for a reduction to the water from 4.0 ft. to 3.9 ft. I have
sent a.revised copy of the Form 9A-Application for Local Upgrade Approval reflecting a
revised request to allow the system to be no lower than 3.Oft, from the estimated seasonal
water table.
Since construction is under way, time is of the essence. We appreciate your prompt and
considerate attention to this matter.
Very truly yours,
MERRIMACK ENGINEERING SERVICES, INC.
William Dufresne
I2rqjeet Manager
commonweam of Massachusetts
C ityrrow t of
Forin 9A - Application for Local Upgrade Approval
DER has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the some as that provided here. Before using this form, check with your
I 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 leas than 10,000 gpd, where full t omplionce, as defined In 310 CMR
15.404(1), is not feasible.
;ystern upgrades that cannot be peffwmGd 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.
At T , 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
ca of an om-sites m constructed in rdat with either the 1973 Code or 310 CMR 15.000.
A. Facility Information
tm
When tiWV out 1. Facility Blame and Address:
forrrra on the
computer,use John Ames Residence
only ft tab key tame
to move your 44 Cricket Lane
care t-do not
use the Mum Street Address
key. North Andover MA 01845
City/rovm start* —.- Zip Coda
1. Omer Flame and Address(If different from above):
John Ames 18 Old Farm Road
Name �_ Street Address m"
Wayland MA
ckyrroatn - - state
01778 -- — --•- (978)758-5033
Zip Code Telephone Number
3_ Type of Facility(check all that apply): -
Residential E) Institutional 0 Commercial ® School
4. Describe Facility,
4 BDRIVI House
5. Type of Existing System;
( Privy ® C l(s) ® Conventional ® Other(describe below).
6. Type of soil absorption system(trenches, chambers, leach field, pits, etc):
field
t5form9e.doc rev.7M
Applk:stion far Local Upgrade Appnwel°Pegs f of 4
Commonwealth of Massachusetis
C ityrrown Of
Form 9A - Application for Local Upgrade Approval
DEP has provided this form for use by local Boards of Health, ether forms may be used, but the
information mint 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 GidlR 15.203:
Da&ign flow of existing system:
600 - A
gp�
Design flow of proposed upgraded system 440 _....�
Design flow of facility:
gpd
B. Proposed Upgrade of System
1. Proposed upgrade is(aleck one):
g Voluntary ® Required by order, letter, etc. (attach copy)
® Required following Ins ion pursuant to 310 CMR 15.301: doted of inspection
2. Describe the proposed upgrade to the system:
Total r .__Trent. Now 1500 gal tank,9_T ty flow to 2 trenches 3Wx1'Dpx741
3. Local Upgrade Approval is requested for(check all that apply):
Reduction in setback(s)m describe reductions:
® Reduction in SAS area of up to 2396: SAS 8".sq.it. "'... %reduction
Reduction in separation between the SAS and high groundwater:
paratlon reduction 1 —
Percolation rate
min.tlnph
pth to groundwater 10
t8fom9a.doc^rev.7/06 Applicotlon for Loral Upgrade Approval•Pop 2 of 4
Commonweakh of Mssaachusetla
City/Town of
Form 9A - Application
UEp 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 Land of Wealth to determine the faun they use.
B. Proposed Upgrade of System (continued)
Re tion 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 dispersal area
Use of a sieve analysis as a substitute for a pore test
Ej tither requirements of 310 CMR 15.000 that cannot be met—dow;ribea and specify sections of the
Code:
If the propomW 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.salt evslu@W most be a
mwnber or agent of Me local approving a
High groundwater evaluation determined by:
Randy Burley 5'
Evalugws Nwm(type or print) "v+W Signature Date of evaluation
C. Explanation
Explain wily full compliance, as defined In 310 CMR 15.404(1), is not feasible. (Each section must be
)
1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible-
Full compliance would result in use of a pump causing unreasonable financial burden
2. An alternative system approved pursuant to 310 CMR 15.253 to 15.288 is not feasible:
NA
t5 .don a rev,7/09 Appllcatlon for Local Upgrade Approval*Page 3 of 4
Commonwealth of chi
ityrrown of
Application Form 9A -
6EP 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 Wealth to determine the form they use.
C. Explanation (continued)
3. A shared system is not feasible:
NA
4. Connechcrn to a public sewer is not feasible.-
None Available
5. The Application fbr Local Upgrade Approval must be accon'ipanied by all of the following (check the
appropriate boxes):
Application for Disposal System Construction Permit
Complete plans and spectfloaWns
Site evaluation forms
LI A list of alautters affected by feduced setbacks to private water supply wells or property lines.
Provide proof that affected abutters have been notified pursuant to 310 CHAR 15.405(2).
Other(f.ist):
0. I
"I, the facility owner, certify under penalty of law brat this document and all attachments, to the beat of my
knowWge and belief, are true, accurate, and complete. I am aware thaf there may be signiHrrant
cons"uences for submitting false InformaWn, including, but not limited to, penalties or fine and/or
Imprisonment for deliberate violations-'
Fway Owners slonfitum _..W, _._...Date
John Ames
Print Nam _-
Bill a _ nim Engineering Services 4®25-01
Nam of I:► rar that
Park Street - 4 ��v Andover
�� c►yrrown
AAA 01810 _. _ff7 @j.47&3556
Telephone
Motrnft.dw ITV,7= Appliration for t omf Upgrade Approval* Page 4 of 4
DelleChiaie, Pamela
mWasm
From: Sawyer, Susan
Sent: Tuesday, May 01, 2007 11:39 AM
To: DelleChiaie, Pamela
Subject: RE: 44 Cricket Lane
Fle must has faxed or sent and faxed, because there is one in the file already. I already did another 9C forma and placed it
ira the file,
s
-----Original Message-----
From: DelleChiaie, Pamela
Sent: Tuesday, May 01, 2007 11:31 AM
To: Sawyer, Susan
Subject: RE:44 Cricket Lane
Importance: High
A letter came in on this one. It is in your box,
-----Original Message-----
From: Sawyer,Susan
Sent: Tuesday, May 01, 2007 11:30 AM
To: DelleChiaie, Pamela
Cc: Marianne Peters
Subject: 44 Cricket Lane
FYI
The bottom of bed inspection went fine for 44 Cricket Lane. Just as a heads up, I am copying Mill River on this.
Mike Reilly may be ready for a final inspection on Friday, but as always, the engineer needs to call us before
anything is scheduled.
thanks
Susan
1
F W: 44 Cricket Lane - Final Construction Inspection Request Page 1 of 2
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Thursday, May 10, 2007 2:35 PM
To: 'Marianne Peters'
Cc: Daniel Ottenheimer(E-mail)
Subject: RE: 44 Cricket Lane - Final Construction Inspection Request
Importance: High
Hi,
Please send me the Final Construction Inspection Report, Thanks.
Pamela
-----Original Message-----
From: Marianne Peters [mailto:mpeters @millriverconsulting.com]
Sent: Monday, May 07, 2007 9:56 AM
To: DelleChiaie, Pamela
Subject: RE: 44 Cricket Lane - Final Construction Inspection Request
PAMELA,,THIS WILL BE DONE TODAY; I'VE LEFT MIKE A VOICE:MAIL SAYING WE COULD DO TODAY;
AWAITING HIS RETURN CALL.
From: DelleChiaie, Pamela [ma i Ito:pdellechiaie @townofnorthandover.com]
Sent: Friday, May 04, 2007 10:57 AM
To: Daniel Ottenheimer (E-mail); Marianne Peters (E-mail)
Subject: FW: 44 Cricket Lane - Final Construction Inspection Request
Hello,
Please setup a F.C. Inspection with Mike Reilly, 973.375.4311. Both he, and the engineer, Bill Dufresne
called to say it is all set. Thank you.
Pamela
-----Original Message-----
From: Sawyer,Susan
Sent: Tuesday,May 01,2007 11:39 AM
To: DelleChiaie,Pamela
Subject: RE:44 Cricket Lane
He must has faxed or sent and faxed, because there is one in the file already. I already did another 9B
farm and placed it in the file.
s
-----Original Message-----
From: DelleChiaie, Pamela
Sent: Tuesday,May 01,2007 11:31 AM
5/10/2007
FW: 44 Cricket Lane - Final Construction Inspection Request Page 2 of 2
To: Sawyer,Susan
Subject: RE:44 Cricket Lane
Importance: High
A letter came in on this one. It is in your box.
-----Original Message----
From: Sawyer,Susan
Sent: Tuesday, May 01,2007 11:30 AM
To: DelleChiaie,Pamela
Cc: Marianne Peters
Subject: 44 Cricket Lane
FYI
The bottom of bed inspection went fine for 44 Cricket Lane. Just as a heads up, I am
copying Mill River on this. Mike Reilly may be ready for a final inspection on Friday, but as
always, the engineer needs to call us before anything is scheduled.
thanks
Susan
5/10/2007
FW: 44 Cricket Lane - Final Construction Inspection Request Page I of 2
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Wednesday, May 30, 2007 4:10 PM
To: Daniel Ottenheimer(E-mail); Marianne Peters (E-mail)
Cc: Sawyer, Susan
Subject: FW: 44 Cricket Lane - Final Construction Inspection Request
Please send along the Final Construction Report so that V' may Issue the COC. The Final grade inspection was
completed on May 23rd. 'rkank you.
Parnela
-----Original Message-----
From: Marianne Peters [mailto:mpeters @millriverconsulting.com]
Sent: Monday, May 07, 2007 9:56 AM
To: DelleChiaie, Pamela
Subject: RE: 44 Cricket Lane - Final Construction Inspection Request
PAMELA,'T+1IS WILL,BE DONE:'TODAY: I'VE LEE]- MIKE.:A VOICEMAIL SAYING WE COULD DO TODAY:AWAITING
HIS RE_rURN CALL.
From: DelleChiaie, Pamela [ma i Ito:pdellechiaie @townofnorthandover.com]
Sent: Friday, May 04, 2007 10:57 AM
To: Daniel Ottenheimer (E-mail); Marianne Peters (E-mail)
Subject: FW: 44 Cricket Lane - Final Construction Inspection Request
Hello,
Please setup a F.C. Inspection with Mike Reilly, 976.37 5.4611. Both he, and the engineer, Bill Dufresne called to
say it is all set Thank you.
Pamela
-----Original Message-----
From: Sawyer,Susan
Sent: Tuesday,May 01,2007 11:39 AM
To: DelleChiaie,Pamela
Subject: RE:44 Cricket Lane
I.-le must has faxed or sent and faxed„ because there is one in the file already. I already did another 9B form and
placed it in the file.
S
-----Original Message-----
From: DelleChiaie,Pamela
Sent: Tuesday,May 01,2007 11:31 AM
To: Sawyer,Susan
5/30/2007