HomeMy WebLinkAboutCorrespondence - 93 RALEIGH TAVERN LANE 2/27/2007 OWN OF NORTH ANDOVER
Office o O VU]NITY D VEL P1E 1 AND SERV IC'[J S'
1600 OSt.�t M) ,S t REIE t S BUI I)ING 20; SUITE -36
NO R"l l 1.ANDOVI t,MA SS.A.C1 il1S E S 01845
97€3,688,9540---Phone
Saxsan V.:Saw"Tr, REH S/11SS 978,68&84,76 FAX
Public Health Director E-MAIL:hca1thdeW0t0oNviiofnortlrati loc,Qr.coil,
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SEPTIC PLAN SUBMITTAL FORM
Date of Submission: r), Fe, ax)
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1SL_l '�� tJ l,l 1iI /r1�1r f 'f O /i1f i�1y
Site Location: V l
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Engineer: �e d1 YVl O J. ;7 ; ti -
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New Plans? Yes L,.,<225/Plan Check# (includes I" submission and one re-
review only)
Revised Plans?Yes $75/Plan Check#
Site Evaluation Forms Included? Yes 1 '� No
Local Upgrade Form Included? Yes t, '_ No
Telephone#: / '�r __Fax#: ��""
E-mail: A�✓(`,�, y) W1(-,,( . ne
Homeowner r°
Name: l� �� 14w l.
OFFICE USE ONLY
When the submission is complete (including check):
Date stamp plans and letter
Complete and attach Receipt
}� Copy File; Forward to Consultant
m� Enter on Log Sheet and Database
,> � ..osW...00d street.. .... �.�....... ... ..... .. �..�__.��_............_...._. .�.... ... ........
Building 20 Suite 2-64
North Andover, MA 01845
Tel: (978) 686-1768 e Fax: (978) 32'7-613€3
February 8, 2007
Project 1278
Ms. Sue Sawyer
North Andover Board of Health
1600 Osgood Street
North Andover, MA 01845 ��
Abe: 93 Raleigh Tavern Lane,North Andover
Local Health Bylaw Variance Request
Dear Ms. Sawyer,
The purpose of this letter is to request that the above referenced property be included in
the upcoming]hoard of Health meeting agenda to discuss the following variance:
Local Health Ilylaw VTariance I�eauest
(reduction in offset distance between a leach bed and a wetland from 100 feet required to
51 feet..
If you have any comments or questions please do not hesitate to contact this office,
Sincerely,
Benjamin C. Osgood r. RE.
President
` 1600 Osgood Street
Building 20 SUite 2-64
North Andover, MA 01845
'11-A (9'78) 686-1768 e Fax: (978) 32'7-6138 Project 27, 2006
Project# 1278
i
Ms. Susan Sawyer
North Andover Board of Health
1600 Osgood Street j
No. Andover, MA 01845
1 , Sn 2 (1
Re: 93 Raleigh Tavern Lane,No. Andover
Local.Upgrade Approval Request
Dear Ms. Sawyer,
The purpose of this letter is to request that the above referenced property be included in
the upcoming Board of Health meeting agenda to discuss the following Local upgrade
approval request:
Local Upgrade Approvals Required:
1. Allow the use of a sieve analysis to determine loading rate in lieu of performing a
percolation test. Title 5, section 15.405(1).
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
V
2 -,I --
Benjamin C. Osg d, Jr. P.E.
President
C®rrlmom�alth f M ssachusetts
City/Town of
( r ` l
` '
Form 9A
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.
compliance with that cannot be
requirements 310 CMR 15 000, requireha variance e pursua t o 310 CMR 15 410
comp
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 David inia F — ---- ---
computer,use --& Vir oulds—�------only the tab key Name
to move your 93 Ralei h Tavern Lane ----------- -------
cursor-do not Street Address
use the return MA 01845 ---_
key. North Andover --_------- — ---- zip code
City/Town State
tab
2. Owner Name and Address (if different from above):
Same as above --- ------- Street Address
erom Name ---
City/Town
-- ------- ----- State --
Zip Code Telephone Number
3. Type of Facility(check all that apply):
® Residential ❑ Institutional ❑
Commercial ❑ School
4. Describe Facility:
Installation of a subsurface sewage disposal system------------------
5. Type of Existing System:
❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below):
Form 9A Application for Local Upgrade Approval.doc•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):
Leach Field
7. Design Flow per 310 CMR 15.203:
Design flow of existing system: unknown gpd
Design flow of proposed upgraded system 440
gpd
Design flow of facility: 440 gpd
B. Proposed Upgrade of System
1. Proposed upgrade is (check one):
❑ Voluntary ❑ Required by order, letter, etc. (attach copy)
❑ Unknown
Required following inspection pursuant to 310 CMR 15.301: date n of inspection
2. Describe the proposed upgrade to the system:
Install new septic tank, pump, and leach field. Tank includes Micro Fast Treatment Device.
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.
Form 9A Application for Local Upgrade Approval.doc•rev.5/02 Application for Local Upgrade Approval• Page 2 of 4
Commonwealth of Massachusetts
City/Town of
Form Application I 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:
A seive analysis was performed to determine loading rate in lieu of performing a percolation test per
DEP Policy BRP/DWM/PEP-P00-4
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:
No other available location on lot.
2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible:
Form 9A Application for Local Upgrade Approval.doc•rev.5102 Application for Local Upgrade Approval- Page 3 of 4
Commonwealth of Massachusetts
City/Town of Approval
Form 9A ® Application for Local Upgrade
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:
No other adjacent is available.
4. Connection to a public sewer is not feasible:
Public sewer is not available in the area.
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."
2/27/06
Facility owner's Signature Date
Benjamin C Osgood Jr. P.E.
Print Name
New England Engineering Services, Inc. 2/27/06
Name of Preparer Date
1600 Osgood St Bldg 20 Suite 2-64 No. Andover
Preparers address City/Town
MA 01845 (978)686-1768
State/ZIP Code Telephone
Form 9A Application for Local Upgrade Approval.doc-rev.5/02
Application for Local Upgrade Approval* Page 4 of 4
Commonwealth of Massachusetts
[|ifY/TOVYDOf
Form 9A — Application for Local - ora- - 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
|000| 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 CIVIR
5.404(1), is not feasible.
310 CIVIR 15,403(4) requires the system owner to provide a copy of the local upgrade approval to the
appropriate Regional Office cdthe Department of Environmental Protection, Bureau of Resource
Protection, Title 5 Permitting Program, upon issuance by the local approving authority and before
commencement ofconstruction.
System upgrades that cannot be performed in accordance with 310 CIVIR 15.404 and 15.405, or in full
compliance with the requirements of 310 CIVIR 15.000, require a variance pursuant to 310 CIVIR 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 CM R 15.000.
A. Facility Information
Important:
When filling out 1. Facility Name and Address:
forms on the
computer,use um"m m Virginia.
only the tab key Name
to move your 93�Iei h_Tavern Lane
curso r-do not
S�oo Address
mmmemmm '
key. North Andover MA 01845
oity[Town State Zip Code
2. Owner Name and Address (if different from obova): ^
Same aeabove
Name a�ooAddmno
` |
City/Town State
Zip Code Telephone Number
3. Type of Facility(check all that app|y): �
Z Residential El Institutional El Commercial U School
4. Describe Facility:
Installation of a subsurface sewag_e_"s osalsystem
�
5. Type wf Existing System:
- - Privy E] Cesspool(s) conventional Other(describe be|ow):
Form 9A Application for LocaupgmdeAppmvu.doo`nm.s/02 Application for Local Upgrade appmva" Page 1of4
Commonwealth of Massachusetts
City/Town of
Form Application I 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):
Leach Field
7. Design Flow per 310 CMR 15.203:
unknown
Design flow of existing system: gpd
440
Design flow of proposed upgraded system gpd
440
Design flow of facility: gpd
B. Proposed Upgrade of System
1. Proposed upgrade is (check one):
❑ Voluntary ❑ Required by order, letter, etc. (attach copy)
Unknown
❑ Required following inspection pursuant to 310 CMR 15.301: date of inspection
2. Describe the proposed upgrade to the system:
-f° I.$( "o X. . vim. Ir-- i 494 st4(^-i .P<-id e
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.
Form 9A Application for Local Upgrade Approval.doc•rev.5/02 Application for Local Upgrade Approval• Page 2 of 4
Commonwealth of Massachusetts
City/Town of
Form 9A - Application r Local Upgrade Approva l
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.
E
B. Proposed Upgrade of system (continued)
i
❑ Relocation of water supply well (explain):
® Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the
Code:
A seive analysis was performed to determine loading rate in lieu of performing a percolation test per
DEP Policy BRP/DWM/PEP-P00-4
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:
No other available location on lot.
2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible:
An alternatives stem would be const prohibitive.
Form 9A Application for Local Upgrade Approval.doc•rev.5/02 Application for Local Upgrade Approval* Page 3 of 4
Commonwealth of Massachusetts
City/Town of
F) r 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.
i
C. Explanation (continued)
i
3. A shared system is not feasible:
No other adjacent is available.
4. Connection to a public sewer is not feasible:
Public sewer is not available in the area.
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."
�.
?—Z 7-VO7
Fac' owner's Signatu Date
"
Benjamin C Osgood Jr P.E.
Print Name
New England Engineering Services Inc. 2j ?_,7/3-7
Name of Preparer Date
1600 Osgood St Bldg 20 Suite 2-64 No. Andover
Preparer's address City/Town
MA 01845 (978)686-1768
State/ZIP Code Telephone
Form 9A Application for Local Upgrade Approval.doc•rev.5/02 Application for Local Upgrade Approval* Page 4 of 4
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Soil and Plant Nutrient Testing Lab 01/02/07
West Experiment Station
University of Massachusetts
Amherst,MA 01003
413.545.2311
http://www.umass.edu/plsoils/soiltest
TEXTURAL ANALYSIS RESULTS
Customer Name: New England Engineering Services
1600 Osgood St. , Suite 2-64
North Andover, MA 01845
Sample ID: 69781
Customer Designation: 93 Raleigh Tavern Lane, No. Andover
USDA SIZE FRACTIONS PERCENT OF WHOLE SAMPLE PASSING
Main Fractions Size (mm) Percent Size (mm) Sieve # 96
Sand 0.05-2.0 61.4
Silt 0.002-0.05 30.4
Clay < 0.002 8.1
Total < 2.0 100.0
2.00 #10 86.5
Sand Fractions Size (mm) Percent 1.00 #18 81.6
0.50 #35 73.1
Very Coarse 1.0-2.0 7.8
Coarse 0.5-1.0 9.6 0.25 #60 61.5
Medium 0.25-0.5 13.1
Fine 0.10-0.25 20.6 0.10 #140 43.3
Very Fine 0.05-0.10 10.3
0.05 #270 34.1
61.4
0.02 20 um 22.0
0.005 5 um 1119
Silt Fractions Size (mm) Percent 0.002 2 um 7.2
Coarse 0.02-0.05 13.7
Medium 0.005-0.02 11.4
Fine 0.002-0.005 5.3
30.4
USDA Textural Class = sandy loam
Gravel Content = 11.5%
COMMENTS:
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Thursday, March 22, 2007 9:46 AM
To: Daniel Ottenheimer(E-mail); Marianne Peters (E-mail)
Subject: 93 Raleigh Tavern Lane
Importance: High
Hello,
This property is on our agenda tonight for the Variance and LUA requests. Can you give me an update on the status of the
plan review? I know someone is going to ask rne.......Thanks!!
9091 W.0010fldsl
P.1/*00,0 CD
Health Department Assistant
Town of North Andover
1600 Osgood Street
Building 20, Suite 2-36
North Andover,MA 01845
W978.688.9540-Phone
`41 978.688.8476-Fax
http://www.townofnorthandover.com
healthdept@townofnorthandover.com
93 Raleigh Tavern bane Page 1 of 2
i
DelleChiaie, Pamela
From: McKay, Alison
Sent: Thursday, March 22, 2007 11:35 AM
To: Sawyer, Susan
Cc: DelleChiaie, Pamela; Merrill, Pamela
Subject: RE: 93 Raleigh Tavern Lane -Agenda Item -3.22.07
Hi Susan,
The wetland line is all set on RTL. The Commission just continued the last meeting pending DEP review. I have
a decision drafted for next week's meeting of the 213th. I plan on issuing the decision as soon as next Thursday
after our meeting upon the Commission closing the public meeting on Wed.
Let me know if you have further questions or concerns in this regard.
Alison
-----Original Message-----
From: Sawyer, Susan
Sent: Thursday, March 22, 2007 11:27 AM
To: McKay, Alison
Subject: FW: 93 Raleigh Tavern Lane -Agenda Item - 3.22.07
Alison,
93 RTL is on our agenda for tonight, I understand they have filed with your office. Do you have any
comment on the wetland line? Has it been reviewed yet?
thx
Susan
-----Original Message-----
From: DelleChiaie, Pamela
Sent: Thursday, March 22, 2007 10:56 AM
To: Sawyer, Susan
Subject: FW: 93 Raleigh Tavern Lane - Agenda Item - 3.22.07
Hi Susan,
FYI below.......
-----Original Message-----
From: Dan Ottenheimer [mailto:info @millriverconsulting.com]
Sent: Thursday, March 22, 2007 10:45 AM
To: DelleChiaie, Pamela; 'Marianne Peters (E-mail)'
Subject: RE: 93 Raleigh Tavern Lane
Pam,
Plan review was completed yesterday. The design engineering has no major issues, but there were a few
small items which were outstanding. I called New England Engineering yesterday and left a message
about what they needed, I said if they could get this to your office and our office it would move things
along rather than having to issue a plan disapproval letter for these items,
They needed: a revised Application for Local Upgrade Approval, the sieve analysis report, and a draft O&M
agreement for maintenance of the treatment unit and the pressure distribution system,
3/27/2007
93 Raleigh Tavern Lane Page 1 of 2
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Tuesday, April 10, 2007 11:13 AM
To: Daniel Ottenheimer(E-mail)
Cc: Sawyer, Susan
Subject: FW: 93 Raleigh Tavern Lane
Hi,
Kim from Ben's office said she sent these directly to you. Are you all set? When can we expect the plan review
letter? Thank you.
Pamela
-----Original Message-----
From: Dan Ottenheimer [mailto:info @millriverconsulting.com]
Sent: Thursday, March 22, 2007 10:45 AM
To: DelleChiaie, Pamela; 'Marianne Peters (E-mail)'
Subject: RE: 93 Raleigh Tavern Lane
Pam,
Plan review was completed yesterday. The design engineering has no major issues, but there were a few small
items which were outstanding. I called New England Engineering yesterday and left a message about what they
needed. I said if they could get this to your office and our office it would move things along rather than having to
issue a plan disapproval letter for these items.
They needed: a revised Application for Local Upgrade Approval, the sieve analysis report, and a draft O&M
agreement for maintenance of the treatment unit and the pressure distribution system.
Hope that helps,
Dan
4t I I Ri c
con S(iIL
Daniel Ottenheimer, President
Mill River Consulting, Inc.
On-Silez Wastewaier A7anagement Services
2 Blackburn Venter
Gloucester, MA 01930-2259
978-2112-0014 or 1-800-377-3044
fax: 978-282-0012
w"r\v,nii I li•iverconSL,alting.cotii
datio(r),niillriv rcoiis iltirig..t(.)ni.
From: DelleChiaie, Pamela [ma i Ito:pdellechiaie @townofnorthandover.com]
Sent: Thursday, March 22, 2007 9:46 AM
To: Daniel Ottenheimer(E-mail); Marianne Peters (E-mail)
Subject: 93 Raleigh Tavern Lane
Importance: High
Hello,.
4/10/2007
93 Raleigh Tavern Lane Page 2 of 2
This property is on our agenda tonight for the Variance and LUA reqijests, Can ymi give me an Update on the
statUS of the plan review? C know sorneone is doing to ask me.,.....Thanks!!
16ION/
PaIWI00a
Health Department Assistant
Town of North Andover
1600 Osgood Street
Building 20, Suite 2-36
North Andover,MA 01845
W978.688.9540-Phone
978.688.8476-Fax
http://www,towtiol-'n(,)i°tl)aiid(.)vei coin
healthdept@townofnorthandover.com
4/10/2007
�
Page 1nfl �
�
DNelleChiaie, Pamela �
From: Dan Dtbenheimer[i Uriverconaulting.conl
Sent: Monday, April 1G. 2OO712:4OPM
To: Neeseng@amicom; 'Dan {}bocut'; Grant, Michele; Marianne Peters; OeUaChiaie, Pamela; Sawyer, �
Susan �
SubkestA7 Raleigh Tavern Lane
c�
North Andover Health Department& New England Engineering Services,
We have received and reviewed the supplemental information provided for 97 Raleigh Tavern Lane. Thanks for
sending them along.
We had asked to have the sieve mne|yeie included and did not see that in what was provided. Please provide that
report. Additionally, the Form SA provided was missing page 4 and the document also was the older version of
the form. | have attached the newer version for your use.
Thanks,
Dan
F-�'Fo`t_72u`
Daniel Oktemhmirmur^X»mooidmnt
Mill River Consulting, Inc.
On-Site Wastewater/Noxugox/mn/Services
2 Blackburn Center
Gloucester, M/\ 0lq3U-2759
978-282-0014or1-800-377-3044
fax: 978-282-0012
nvwvV.ziiiHrivenCOD9L�lLillg,C8rd
duno(4)gui}\rivercoDSti[1iog.cV0l
4/27/2AU7
Page 43I�a�'igh Tavern Lane Pom—=
DelyeChiaie, pna0Oela
From: McKay, Alison
Sent: Thursday, March 22. 2OO711:35AM
To, Sawyer, Susan !
Cc: Da|leChiaka, Pamela; Merrill, Pamela
Subject: RE: 93 Raleigh Tavern Loma-Aomnda Item - 3.22.07
Hi Susan,
The wetland line is all set on RTL The Commission just continued the |aaL meeting pending DEP review. | have
m decision drafted for next week's meeting of the 28th. | plan on issuing the decision as soon as next Thursday
after our meeting upon the Commission closing the public meeting on Wed.
Let me know if you have further questions or concerns in this regard.
Alison
--'Origina| Message--'
From: Sawyer, Susan �
Sent: Thursday, March 22/ 2007 11:27 AM
To: McKay, Alison
Subject: FVV: 93 Raleigh Tavern Lane - AgeOda Ibann - 3.22.07
Alison,
83 RT is on our agenda for tonight. Y understand they have filed with your office. Do YOU have any
comment&n the wetland line? Has it been reviewed yet?
thx
Susan
-----Original Message---
From: Dd|mChiaie/ Pamela
Sent: Thursday, March 22, 2007 10:56 AM
To: Sawyer, Susan
Subject: FVV: 93 Raleigh Tavern Lane - Agenda Item - 3.22.07
Hi Susan,
FYI below...,...
-----Original Message-----
From: Dan Dtt8nh8inner [maiho:info@m|||rivercOnsu|tiDg.n}m]
Sent: Thursday, March 22, 2007 10:45 AM
To: DeUeChiaio, Pamela; 'Marianne Peters (E-mail)'
Subject: RE: 93 Raleigh Tavern Lane
Pam,
Plan review was completed yesterday. 'The design n i eerinQhaenom joriasues. buitherewereahaw
small items which were outstanding. l called New England Engineering yesterday and left a message
about what they needed. | said if they could get this to your off ice and our office it would move things
along rather than having to issue a plan disapproval letter for these items.
They needed: a revised Application for Local Upgrade Appr¢ve|, the sieve analysis report' and a draft Q&K8
agreement for maintenance of the treatment unit and the pressure distribution system,
4/27/2007
93 Raleigh Tavern Lane Page 2 of 2
Hope that helps,
Dan
:a,rrrw�rrNtrrr
Daniel Ottenheim r, President
Mill River Consulting, Inc.
On-Site fllasfeivaler Management GSer°vicrey
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-001.4 or 1-800-377-3044
fax. 978-282-001.2
w .tnillr-ivercon,sulting.cotii
dano(()rn ill r•iverconsulting.com
From: DelleChiaie, Pamela [mai Ito:pdellechiaie @townofnorthandover.com]
Sent: Thursday, March 22, 2007 9:46 AM
To: Daniel Ottenheimer (E-mail); Marianne Peters (E-mail)
Subject: 93 Raleigh Tavern Lane
Importance: High
Hello,
This property is on our agenda tonight for the Variance and LUA requests. Can you dive me an update on
the status of the plan review? I know someone is going to ask me.......Thanks!!
91091 Rolo ids,
Health Department Assistant
Town of North Andover
160o Osgood Street
Building 20, Suite 2-36
North Andover,MA o1845
978.688.9540-Phone
' 978.688.8476- Fax
http://www.town()ftiortliar doN7er~.corn
healthdept @townofnorthandover.corn
4/27/2007