HomeMy WebLinkAboutCorrespondence - 163 FARNUM STREET 12/1/2009 DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Tuesday, December 01, 2009 2:18 PM
To: 'esgdst @comcast.net'
Subject: FW: Septic- 163 Farnum Street- Plan Disapproval - 10/5/09
Attachments: SKMBT_60009111810250.pdf
Per your request, here is a copy of the letter. Bill just nods to send a revised plan that meets the outlined points, and
depending on staff schedules, there sho Uld be no problem getting it approved within 24-48 hours after the revised
submission.
6w U9414,
' e can nd"L"C"r see t'h Nd'th o our lfft we are Coo bus iic itsiii g oii the 'Aebbl?,5 Y"edei'"oiti",,tEet,"-,—,,I91f,M9"t mous
Health l?e°l aminen t A.ssr,stdnt
TOWN OF NORTH ANDOVER
Health Department
1600 Osgood Street
Building 20;Suite 2-36
North Andover,MA 01.845
978.688.9540 - Phone
978.688.8476-Fax
1 i eellechtaic:@to,vnoinortharidc�ver.coin-E-mail
l tt .// w.to noEnor.tl�anclowc.r.cotn/1'a es/ind.cx Webs!te.
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ll col)icrcl to BOH il-?embe m Re ki erncee Col-)y Only _no this,bite,
From: DelleChiaie, Pamela
Sent: Wednesday, November 18, 2009 9:35 AM
To: 'brdufresne @comcast.net'
Subject: FW: Septic - 163 Farnum Street- Plan Disapproval - 10/5/09
From: noreply @townofnorthandover.com [mailto:noreply @townofnorthandover.com]
Sent: Wednesday, November 18, 2009 10:26 AM
Ter: DelleChiaie, Pamela
Subject: Septic- 163 Farnum Street - Plan Disapproval - 10/5/09
1
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Wednesday, October 07, 2009 4:06 PM
To: Sawyer, Susan
Subject: Task Status Report: FW: Septic- Plan Review Submission - 163 Farnum Street
-----Original Task-----
Subject: FW: Septic - Plan Review Submission - 163 Farnum Street
Priority: Normal
Start date: Wed 9/30/2009
Due date: Mon 10/12/2009
Status: Waiting on someone else
4/o Complete: 0%
Actual work: 0 hours
Requested by: DelleChiaie, Pamela
10/7/09—Received letter from Mill River—on Susan's desk.
Mailed 9/30/09. MR will address any lacking forms in their review.
From: DelleChiaie, Pamela
Sent: Wednesday, September 30, 2009 2:37 PM
To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Marianne Peters; 'Randy Burley'
Cc: 'brdufresne @comcast.net'
Subject: FW: Septic- Plan Review Submission - 163 Farnum Street
Attachments: SKM BT_60009093014200.pdf
Hello,
am going to go ahead and submit this plan without Forms 11 and 12, so as not to hold it up any
further. I have let Bill Dufresne know. Sending in the mail today.
Pamela DelleChiaie
Pamela DelleChiaie
Health Department Assistant
TOWN OF NORTH ANDOVER
Health Department
1600 Osgood Street
Building 20; Suite -36
1
a
ORTH
Health Department
October 5, 2009
Vladimir Nemchenok
Merrimack Engineering Services
66 Park Street
Andover, MA 01810
Re: Subsurface Sewage Disposal System Plan for 163 Farnum Street, Map 107A, Lot 37
Dear Mr.Nemchenok:
The proposed wastewater system design plan for the above site dated August 4, 2009 and
received on September 24, 2009 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.
. 1. Two tests pits are required at every proposed disposal area(3 10 CMR 15.102(2)). Please
submit a new soil testing application and fee for the additional test pits and percolation
test required for new construction.
", 2. One percolation test is required at every proposed disposal area(3 10 CMR 15.104(4)).
))•
3. In accordance with the DEP General Use approval for the Infiltrator Chambers, the
infiltrator system can be installed on a facility where a system in compliance with 310
CMR 15.000 could be built. Please demonstrate that a system in compliance with 310
CMR 15.000 could be built on this property.
4. Please show the location of the existing system that will be abandoned.
5. Please indicate the brand and model number of the effluent filter that is proposed in the
` septic tank(3 10 CMR 15.227(7)).
6. The bottom elevation of the septic tank is below the estimated seasonal high groundwater
table. Please provide buoyancy calculations (3 10 CMR 15.221(8)).
7. Please indicate that the distribution box will be equipped with a riser if buried greater
than nine inches below grade (3 10 CMR 15.232(3)(f)).
8. A pump performance curve is required (310 CMR 15.220(4)(x)).
9. It is unclear if the proposed pump chamber is a 2-piece tank or monolithic. Also, please
indicate that the tank shall be watertight(3 10 CMR 15.221(1)).
10. The leaching facility excavation is required to extend 6" into the natural soil (NA 9.02).
1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1
Building 20;Suite 2-36 E-Mail: liealthdept@townofnorthandover.com
towrnofnorthandover.corrm
North Andover, AMA 01845 Phone:978.688.9540 Fax:976.666.6476
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.
Sincerely,
Susan Y. Sawyer, REHS/RS
Public Health Director
cc: The Estate of Robert E. Anderson
File
elleChlaie, Pamela
From: Isaac Rowe[irowe @millriverconsulting.com]
Sent: Monday, October 05, 2009 4:00 PM
To: 'Daniel Ottenheimer'; Grant, Michele; irowe@millriverconsulting.com; 'Marianne Peters';
DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan
Subject: 163 Farnum Street
Attachments: 163 Farnum Street Disapproval Letter 10-5-09.doc
Susan,
Please find attached the disapproval letter for the above referenced property. This was understood at the time of soil
testing to be an upgrade for the existing 3 bedroom house. Bill is now proposing a 5 bedroom design/new construction
standards. He added a note on the site plan to perform the additional test pits and perc test upon construction of the
system. I did not think you wanted to get into the habit of this so I requested additional soil testing. Other that just the
usual comments.
Please let me know if you have any questions.
Thank you,
Isaac
Isaac M. Rowe,R.S.
Project Manager
Mill River Consulting
6 Sargent Street
1
g R
C Us
Health Department
October 5, 2009
Vladimir Nemchenok
Merrimack Engineering Services
66 Park Street
Andover, MA 01810
Re: Subsurface Sewage Disposal System Plan for 163 Famum Street, Map 107A, Lot 37
Dear Mr.Nemchenok:
The proposed wastewater system design plan for the above site dated August 4, 2009 and
received on September 24, 2009 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.
1. Two tests pits are required at every proposed disposal area(3 10 CMR 15.102(2)). Please
submit a new soil testing application and fee for the additional test pits and percolation
test required for new construction.
2. One percolation test is required at every proposed disposal area(3 10 CMR 15.104(4)).
3. In accordance with the DEP General Use approval for the Infiltrator Chambers,the
infiltrator system can be installed on a facility where a system in compliance with 310
CMR 15.000 could be built. Please demonstrate that a system in compliance with 310
CMR 15.000 could be built on this property.
4. Please show the location of the existing system that will be abandoned.
5. Please indicate the brand and model number of the effluent filter that is proposed in the
septic tank(3 10 CMR 15.227(7)).
6. The bottom elevation of the septic tank is below the estimated seasonal high groundwater
table. Please provide buoyancy calculations (3 10 CMR 15.221(8)).
7. Please indicate that the distribution box will be equipped with a riser if buried greater
than nine inches below grade (3 10 CMR 15.232(3)(f)).
8. A pump performance curve is required(3 10 CMR 15.220(4)(r)).
9. It is unclear if the proposed pump chamber is a 2-piece tank or monolithic. Also, please
indicate that the tank shall be watertight (3 10 CMR 15.221(1)).
10. The leaching facility excavation is required to extend 6" into the natural soil (NA 9.02).
1640 Osgood Street HEALTH DEPARTMENT Page 1 of 1
Building 20;Suite 2-36 -Mail: lieeltlidepta @tewnofnortharadover.coni
North Andover, MA 01846 Phone:978.688.9540 Fax: 978.688.8476
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.
Sincerely,
F
Susan Y. Sawyer, REHS/RS "
Public Health Director
cc: The Estate of Robert E. Anderson
File
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Commonwealth of Massachusetts
City/Town of
v Percolation Test
Form 12
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
Important:
When filling out
A. Site Information
forms on the
computer,use F' E Z2�i 1 [�C r/nG i( � AIN)k� 'k2� Zw—_e��,�i
only the tab key Owner Name �f
move your
c
cursor- not
use the return Street Address or Lot#
key. f�+l��6�W f%�✓ F4/"� �1r►(✓
City/Town State Zip Code
Contact Person(if diff2rent from Owner) T–elepbon6 Number
B. Test Results
Date n Time Date Time
Observation Hole# P
.Depth of Perc
Start Pre-Soak I 01W?
End Pre-Soak
02'
Time at 12" ,t, 07
Time at 9" j ` I
Time at 6" i 71�2
Time (9"-6")
Rate (Min./Inch)
Test Passed: [J` Test Passed: ❑
� r
Test Failed: ❑ Test Failed: ❑
---
Test ,�By:�� �� i
�i. Rcx",Ali i'I
Witnessed By.
Comments:
t5form12.doc•06/03 Pere Test•Page 1 of 1
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Wednesday, September 30, 2009 2:37 PM
To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Marianne Peters; 'Randy Burley'
Cc: 'brdufresne @comcast.net'
Subject: FW: Septic- Plan Review Submission - 163 Farnum Street
Attachments: SKMBT_60009093014200.pdf; image001.gif
Hello,
I am going to go ahead and submit this plan without Forms 11 and 12,so as not to hold it up any further. I have let Bill
Dufresne Know. Sending in the mail today.
11"Ianela]VIlechi"deX
1-AmItlz I7gmrtinent Assistant
TOMIN OF NC7R°i"1:1 ANDOVER
Health Department
1600 Osgood Street.
Building 20;Suite 2-36
North Andover,MA 01845
978.688 9540- Phone
978M€33476-Fax
r rl el leclririe @townofrror•tlrarrclover.c�orn-E-mail
htt ;/Ov?,v .townoftiortlrat-idover.c.oni -'Website
Notes:
11'c•op etcl to 130711 Ale.mberU -Ref°rence Copy On]),-no res,sl)onse reclarestecl at this time~
From: noreply @townofnorthandover.com [mailto:noreply @townofnorthandover.com]
Sent: Wednesday, September 30, 2009 3:21 PM
To: DelleChiaie, Pamela
Subject: Septic - Plan Review Submission - 163 Farnum Street
1
TOWN OF NORTH AN OVER a1 ta���H �
Office of COMM UNITY DEVELOPMENT AND SERVICE'S
HEALTH H EPA T MEET
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER, MASSACHUSETTS 01845 ?r�ssacNUS���y
978,688.9540- Phone
Si�samr V—Sawyer, IZI;16S/125� 978,688.847(—FAX
Public Health Director E-MAIL:heal thde� rthandover.com
WEBSITE:http://www.townofiiortliandovei-.com
SEP'T'IC PLAN SUBMITTAL FORM
RECEIVED
Date of Submission:_6 - 2,1 — o 1,
Site Location: F ] '
Engineer: ... ...,
New Plans? Yes $225/Plan Check#
review only)
Revised Plans?Yes $75/Plan Check#
Site Evaluation Farms Included? Yes No
Local Upgrade Form Included? KJA Yes No
Telephone#: ��� . R -- Fax#
E-mail: r E
Homeowner
Name:_
OFFICE USE ONLY
When the submission is complete(including check):
µ° Date stamp plans and letter
,.
Complete and attach Receipt "` '�
Copy File; Forward to Consultant
"°`� Enter on Log Sheet and Database
LoCatIM'. der, OB-Der"s Name:-ER 15AF
ry
aeplPa ed: 07A 57 add
Tel
®17 N Itclaslr`�'
ofS *bo1 so11 °'
. 50fl Clay
DeepObscivad9n Role Logs
Elevation xptia Solt ,"n Sall Twure Stoll tolor, SoIlMottling. %Gravel,Stonca,
Fri
14 G
I've JMiatct#a1 � �1e U c to tai
�v pa,, g a Face
, ESIIC►Yc
—m°. P tvate�I�efca
I1 Ate oIation Tests � L,"7 q m � ���
)OVER
Observation Holm �1 � �..r Gi Dr PAFiTMEP4 F
Dcp&of rem " ..
shut rit sojk d
Mme Sa
"'I°uno eat 9"
Time nt 6"
Time(9"�
�t� atlncG-
]f'r-rfaa-raarrl ii�`>:.
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Wednesday, May 19, 2010 11:16 AM
To: Bill Dufresne (brdufresne@comcast.net)
Cc: Sawyer, Susan
Subject: FW: Septic As Built- 163 Famurn Street
I-H Bill
Attorney Terranova dropped off the As Built this morning for 163 FarrIUM Street that you dropped off to Prim. Please
note that I still need the certification form with your signature and the installer's signature- As soon as we receive that,
the COC can be issued, I will forward the As Built to Susan for review in the meantime to get the process going. Your
soonest response is appreciated. Thank you.
Ow U94"6'
;D"fe& 00ee&6Qa&
"Ife can nei,er see thepath qfourfij�(f Psye are too busy,fixtising oiilliepebblt?sviiiitle!i,emir fLet.........Anot�vtnous
Health Delnirtment,Assistant
'roWN 01,"NO11T11 ANDOVER
Health Department
1600 Osgood Street
Building 20;Suite 2-36
North Andover,'N4A 01845
978.688.9540-1 hone.
978.68&8476- Fax
)dellechiaie@tow-n-o filorthandover.coi'n- F-m ail
t�.(.)�yjiqf'llortliaiidoN7er.cgill/ Website
j
Notes:
11'colVecl to ROTI Aleinhcis Rcloi-cnc•Cql�y On]),-no ivsf.)onse ••qucste(Ix t1fis time
From: noreply@townofnorthandover.com [mailto:noreply@townofnorthandover.com]
Sent: Wednesday, May 19, 2010 11:41 AM
To: DelleChiaie, Pamela
Subject: Septic As Built- 119 Liberty Street
"wl"
SKMBT 600100519
10400.pdf
Tracking:
Saw er, usan
From: DanDttenheimer Uriverconeu0ng.conl
Sent: Wednesday, May 12. 2O1O211 PM
To: Sawyer, Susan; De||aChiaim. Pamela
Subject 153hamumStreet
Not sure I am going to have a chance to type up inspection report today and I am out in the field the next two days so I
wanted to give you o quick update on183FarnumStreet. |
Generally construction was acceptable. Components and elevations were acceptable.
Two items d to check( have h k) at th final de i
- The manhole covers on the septic tanks were not the ' di meter required in Title 5 (the one over the pump
chamber was). He is going to change th �1,e an have / ready for the final grade inspection.
- The distribution box had a pipe"elbow" iverting the terA wn into the box. However Title 5 requires there to
I/
be a "tee"or something comparable (I m pretty sure t e inte of this in Title 5 is to prevent entrapment of air in
the pipe and possible operational pro l6ems wit the p mp). H said Bill Dufrense told him he could build it that
There is not a ton of room inside th , d-bo o cut that off and add a tee so we agreed he would drill a hole in the
side of the elbow. It is a bit of a MickC�'Mouse solution but I do not expect problems associated with that
approach as a solution in this instance. He was asked to keep the d-box open for examination at the final grade
�
inspection.
Best,
Dan �
�u� * �� w
^.~^ y�� � � � �� ������� ' |
�~~^,��� ^~~°� = ~�=
� U � ^
��- ���� �� �� D � U � � n g
^ m/ If "'"""","' ,/ r,.,'./^^,
Daniel Ottenheimer, President �
Mill River Consulting,Inc.
6 Sargent Street
Gloucester, MA 01030-7719 �
978-282-0014 �
fax: 978-282-1318
Member: Yankee Onsite Wastewater Association, Massachusetts Environmental Health Association, Cape Ann Chamber
of Commerce, Gloucester Rotary Club, New England Water Environment Association, Cape Ann Referral Group
�
�
�
1 �
�
|
Sawyer, Susan
From: brdufresne @comcast.net
Sent: Thursday, April 29, 2010 10:11 AM
To: Sawyer, Susan
Subject: 163 Farnum Street
Susan,
was out in the field laying the leach field out at the above referenced site. While there, I was asked
by John Shaw to transfer the benchmark from the front stairs to the rear of the house. In doing so, I
discovered that due to the front porch, the surveyors were unable to shoot the actual top of concrete
foundation and so the Bench mark elevation shown on the plan of 101.3 is actually the threshold
elevation.
I transferred the benchmark to the front right house corner and the actual top of concrete foundation
elevation is 99.93.
Please note this on your file copy of the plan for your inspections.
Sorry for any confusion this may have caused.
Billl Dufresne
i
00RT"
�.
4 l
so a0ti
S CJJ
PUBLIC HEALTH DEPARTMENT
Community Development Division
February 11,201
Estate of Robert E.Anderson
c/o:Domenic S.Terranova
P.O. Box 778
Andover,MA 01810
North Andover,MA 01845
RE: Septic Svstem Desien,163 Farnum Street,Man 107A lot 37
Dear Attorney Terranova:
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 Merrimack Engineering Services,dated August 4,2009, last
revised February 2,2010.This plan has been approved. This plan is valid for two years from the date of this
approval
The design has been approved for use in the construction of an onsite septic system for a 5-bedroom house
(maximum l I-room).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:
I. 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.
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.
c ely,
Michele E.Grant
Public Health Inspector
Encl: list of licensed septic system installers
Cc: Merrimack Engineering Services
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
TOWN OF NORTH ANDOVER
Office orCOMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
1600 OSGOOD STREET; BUILDING 20; S(JITE 2-36
NORTH ANDOVER, MASSACHUSE"I'TS 01845 ?�°sspcF;;s£``�
978.688.9540—Phone
Susan V.Sawyer,REIItS/11S 978.688.8476--FAX
Public Health Director E-MAIL.:healthdeptc 1@tqwiiQfiiorthatidovei-.com
W EBSITE:littn://www.townofnoilliandovei-.coi-n
SEP'T'IC PLAN SUBMITTAL FORM
�u
Date of Submission: 1-1 ---1® f, � ?
-- - - ,t„ , W(,
Site Location: FA94J L164 "TOWN O F NN'T l:AN rUVEIR
HEALTH Engineer: �
New Plans? Yes $225/Plan Check# (includes 1st submission and one re-
review only)
Revised Plans?Yes ✓ $ Check# M l I
Site Evaluation Forms Included? Yes V No
Local Upgrade Form Included? VA,Yes No
Telephone#: Fax#:
E-mail: 1j N-A r91_� I 44517, 10
Homeowner _
OFFICE USE ONLY
When the submission is complete (including check):
Date stamp plans and letter
Complete and attach Receipt
Copy File; Forward to Consultant, ,
Enter on Log Sheet and Database
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CHSC PETR
Commonwealth of Massachusetts
City/Town of
Percolation Test
Form 12
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
Important: A. Site Information
When filling out
forms on the ,
computer,use " -
i H
only the tab key Owner Name
to move your
cursor-do not —��v''� '
Street Address or Lot# .
use the return @ "
key. d'K{, 9 �r 3 „��1",�I_ r' s n y s 11 ..
1
City/Town State Zip
p `� Code
Contact Person(if different from Owner) Telephone Number
B. Test Results
- G
Date Time Date Time
r
Observation Hole# 6
Depth of Pere
Start Pre-Soak
End Pre-Soak
Time at 12"
Time at 9"
Time at 6"
r
Time (9"-6")
Rate(Min./Inch) -'
Test Passed: [ Test Passed: ❑
Test Failed: ❑ Test Failed: ❑
D f
yy
Test Performed By
`1'
Witnessed By:
Comments:
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