HomeMy WebLinkAboutCorrespondence - 32 OLYMPIC LANE 4/27/2016 s •
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North Andover Health Department
(ommunity and Economic Development Division
April 27, 2016
Tracey Kavanagh
32 Olympic Lane
North Andover,MA 01845
Re: Subsurface Sewage Disposal System Plan for 32 Olympic Lane(Map 106B,Lot 109)
Dear Ms. Kavanagh:
The proposed wastewater system design plan for the above site dated December 1, 2015 with a
final revision date of March 31, 2016 and received on April 1, 2016 has been approved.
The design plan has been approved for use in the construction of a new on-site septic system for
a 4-bedroom(max 9-room)home utilizing a Quick 4 Plus Standard LP Infiltrator Chamber
system. This design plan approval is valid until April 27, 2018.
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.
At a regularly scheduled meeting of the Board of Health, this plan received the following
approvals by the members.
Local UpLrade Approval:
® To reduce the separation distance fiom the soil absorption system to the estimated
seasonal high ground water table from 4' to 3'
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
32 Olympic Lane April 27, 2016
This approval is also subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design
plan and/or soil evaluation,the originally issued Disposal System Construction Permit is
void, installation shall stop, and the applicant shall reapply for a new Disposal Systems
Construction Permit(3 10 CMR 15.020(1))
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
and/or imply compliance with any of the aforementioned requirements.
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,
Michele Grant
Health Inspector
Encl. Installers list
cc: John D. Sullivan, III
File
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
4/4/2016 Town of North Andover Mail-Re:32 Olympic Lane-Request for Local Upgrade Approval
NoRm AN DOVER
Massachusetts Lisa Hadge <Ihadge @northandoverrna.gov>
Re: 32 Olympic Lane ® Request for Local Upgrade Approval
1 message
Jack Sullivan <jacksu1153 @comcast.net> Fri, Apr 1, 2016 at 2:53 PM
To: "Hadge, Lisa" <Ihadge @northandoverma.gov>, "Rowe, Isaac" <irowe @millriverconsulting.com>
Cc: "Grant, Michele" <mgrant @northandoverma.gov>, Tracey<tpkav @comcast.net>
Lisa and Michele,
Please accept this email as a formal request to appear before the North Andover Board of
Health on April 26, 2016 for a Local Upgrade Approval relative to the above property.
The Local Upgrade Request is:
1) To allow.a three (3) foot vertical separation between the bottom of the infiltrator units and
the seasonal high groundwater table (4 feet required). The perc rate for the soil condition is
42 minutes per inch.
The owner/applicant is requesting this reduction in separation to allow the elimination of a
pump chamber and also to reduce the construction cost of the system. The original design
for this project had a pump chamber and prices from contractors were coming in 40k-50k
due to the difficulty in accessing the backyard. By reducing the groundwater separation, the
system can now function as a gravity system and there will be 1 foot less of septic sand
required throughout the leaching field area which should provide more competitive pricing to
replace the failed system.
Thankyou
Jack Sullivan, PE
781-854-8644
Frorn: "Jack Sullivan" <jacksuI153 @com cast.net>
To: "Lisa Hadge" <Ihadge @northandoverma.gov>, "Isaac Rowe"
<irowe @millriverconsulting.com>
Cc: "Michele Grant" <mgrant @northandoverma.gov>, "Tracey" <tpkav @comcast.net>
Sent: Friday, April 1, 2016 2:45:44 PM
Subject: Re: 32 Olympic Lane - Forms for Owners Signature
Attached are the completed Form 9A - Local Upgrade Approval Form and the Infiltrator
Certification which both will need to be signed by the homeowner.
Tracey...can you review/sign page 4 of the Form 9A and sign the Infiltrator Certification form
once you review the materials I provided to you.
You can mail the signed materials to:
https:Hmail.google.com/mail/ca/u/0/?ui=2&ik=46857787dO&view=pt&search=inbox&th=153d32c388a75ca7&siml=153d32c388a75ca7 115
4/1/2016 Town of North Andover Mail-Re:32 Olympic Lane-Revised Plans and letter
NORTH-AN 10 Y
Lisa Madge <Ihadge @northancloverma.gov>
Re: 32 Olympic Lane ® Revised Plans and letter
1 message
Jack Sullivan <jacksu1153 @com cast.net> Fri, Apr 1, 2016 at 10:36 AM
To: "Hadge, Lisa" <lhadge @northandoverma.gov>
Cc: "Grant, Michele" <mgrant @northandoverma.gov>, Tracey<tpkav@co m cast.net>
Lisa + Michele,
have revised the septic plans (attached) and a sample of the letter to be signed by the
homeowner. I will be mailing the check for the plan review and plan copies to your office
over the weekend.
If you can forward to Isaac that would be great.
With this design I need a Local Upgrade Approval to reduce the groundwater separation
from 4 feet to 3 feet...this is being requested to avoid a pump system which would drive up
the installation cost.
also had to eliminate the pipe/stone system....this forced a pump system (even with a 1
foot GW reduction)-so I had to eliminate this type of leaching field and go with an infiltrator
field.
did show a conventional trench system design/layout to show compliance.
Have a good weekend.
Tracey..you these plans to get some preliminary feedback on price...I made on typo
correction on Sheet 2.
You will receive my materials on monday.
Jack Sullivan
731-304-3044
From: "Lisa Hadge" <Ihadge @northandoverma.gov>
To: "Jack Sullivan" < acksu1153 @comcast.net>
Cc: "Michele Grant" <mgrant @northandoverrna.gov>
Sent: Monday, March 28, 2016 3:49:05 PM
Subject: 32 Olympic Lane
Hi Jack,
Attached is the disapproval letter for 32 Olympic Lane. Plan review resubmissions are
$125.00. Please submit the fee with the new revised plans. Also, please read below for Mill
River's comments:
https://mail.google.com/mail/ca/u/O/?ui=2&ik=46857787dO&view=pt&search=inbox&th=153d2417abfdOefd&siml=153d2417abfdOefd 1/3
RECEIVED
March 31, 2016
Town of North Andover TOWN OF 1110°zl H ANDOVER
HFALI H Dff)ARTMENT
Board of health
1600 Osgood Strect
North Andovcr,MA 01845
Re: 32 Olympic Lane,North Andover
Infiltrator Units
Owner Certification for Septic Upgrwle
As owner(Y'lhe above I)r(y)ertv I certift that:
1. have been provided a col.)y oj'lhe Title 5 RA. technology Approval, the
Owner's Manual, and the 0])eration and Maintenance Manual, and the
Owner agrees to comL)II) with all terms and conditions;
2. fir Systems installed under a Remedial Use Approval, the owner agrees to
fii4lill his responsibilities to provide written notification qf'lhe Approval to
any tie", Owner, as required by 310 CMR 15.287(5),-
3. iflhe design does not provide far the use qfgarbage grinders, the
restriction is understood and accepted," and
4. whether or not covered by a warranty, the .System Owner underslands, the
requirement to repair, replace, modify or lake any other action as required
by the Department or the LAA, if the Department or the LAA
determines the System to be failing to In-olecl public health and safety and
the environment, as defined it? 310 CAIR 15.303.
Very ruly Yours,
Tracey Kavaijagh
RECEIVED
CitYfT0 I1 of
u a r .. , iw�m�.
r ,o� � x
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.
Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming
septic system with a design flow of less than 10,000 gpd,where full compliance,as defined in 310 CMR
15.404(1), is not feasible.
System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full
compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 C JIR 15.410
through 15.415.
NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of
a new design flow to a cesspool or privy,or the addition of a new design flow above the existing approved
capacity of an on-site systern constructed in accordance with either the 1973 Code or 310 CMR 15.000.
A. Facility Information
[era p ortant.
When filling,
use
1. Facility Name and A dress
nra
fos On the a b w Wr
only the tab key Name r,,p f ,r �" m
to move Your not T_.
cursor-do rise �. r
key the return Street Address ° 4`., " 1
Crty/Towon State Zip Code
Z Owner Name and Address(if different from above):
Name Street Address
Crty/Town �" State
Zip Code Telephone Nurnber
3. Type of Facility(check all that apply):
Residential ❑ institutional (_) Commercial ❑ School
4. Describe Facility.-
5. Type of Existing System:
❑ Privy 0 Cesspool(s) °� Conventional Other(describe below):
6. Type of soil absorption system (trenches, chambers, leach field, pits, etc):
t-fonn9a.doc,rev.7/06 Application for Local Upgrade Approval,rage.t of 4
Sullivan Engineering Group, LLC
Civil Engineers&Land Development Consultants
April 1, 2016
'town of North Andover Health Department
1600 Osgood Street, Suite 2035 RIFCEIVED
North Andover, MA 10845
Re: 32 Olympic Lane, North Andover TOWN OF N 3' Vk 76Y-D
( RTHANDoVE1,?
Revised Septic Plan HEAL'Dj D&ARTMEAT 4
Board or Health;
Enclosed are three (3) copies of the revised Septic Upgrade Plans for the above site. I have also enclosed a
check for$125.00 for the resubmission review of the septic plans.
Under separate cover the homeowner will submit a signed Local Upgrade Approval Form 9A and regarding the
infiltrator units.
If you have any questions or con-u-nents please feel free to contact n1e.
Very Tr. Yours,
/J;ck Shan, PE
P.O. Box 2004 Woburn,MA01888 (781) 854-8644 e-Mail:jacksu1153@comcast.net
•
North Andover Wealth Department
Community and Economic Development Division
March 28,2016
John D. Sullivan,III P.E.
Sullivan Engineering Group,LLC
P.O. Box 2004
Woburn, MA 01888
Re: Subsurface Sewage Disimsal System Plan for 32 Olympic Lane (Mal) 106B,Lot 109)
Dear Mr. Sullivan:
The proposed wastewater system design plan for the above site dated December 1, 2015, revised on
March 25,2016 and received on March 25, 2016. 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 where applicable.
Since the Micro FAST system is proposed as secondary treatment unit the"Standard Conditions for
Secondary Treatment Units Approved for Remedial Use"will apply. Please provide the following as
required by the approval conditions
Section II(9):
An effluent pressure distribution system, designed in accordance with Department
guidance, shall be installed for Secondai3y Treatment Units that have been issued
Remedial Use Approval and for which there is:
a) a reduction in the effective leaching area greater than 25%, as allowed under L UA ;
and/or
b) a reduction in the depth to groundwater greater than 1 foot, as allowed under L UA
Section II(10):
a) The record drawings, approved by the LAA, inust clearly indicate an area for the best
feasible replacement systein that could be installed in the event that the proposed
Alternative Soil Absorption System fails or it is determined that it is not capable of
providing equivalent environmental protection;
Page 1 of 2
North Andover 1- ealth Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.6 8.9540 Fax: 978.688.8476
Section 11(20):
c) a certification, signed by the Owner q1'recordfor the property to be served by the
Technology, stating that the property Owner.*
i. has been provided a copy of the Approval, the Owner's Manual, and the
Operation and Maintenance Manual, and the Owner agrees to coyyp
with all terms and conditions'-
ii, has been informed of all the Owner's estimated costs associated with the
operation including, when applicable:power consumption, maintenance,
sampling, record keeping, reporting, and equipment replacement;
iii. understands the requirement for a service contract;
iv. agrees to fulfill his responsibilities to provide a Deed Notice as required
by 310 CMR 15.28 7(10 and the Approval);
V. agrees to fit fill his responsibilities to provide Written notification of the
Approval to any new Owner, as required by 310 CMR 15.287(5),-
vi. if the design does not provide far the use of garbage grinders, the
restriction is understood and accepted; and
vii. whether or not covered by a warranty, the System Owner understands
the requirement to repair, replace, modify or take any other action cis
required by the Department or the local Approving Authority, if the
Department or the local Approving Authority determines the Alternative
System is not capable of meeting the performance standards,
Please feel free to contact the office or Mill River Consulting at 978-282-0014 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.
Sri' crely,
J-tt" --------
",
Michele Grant
Health Inspector
cc: Tracey Kavanagh
File
Page 2 of 2
North An(lover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978,688,9540 Fax: 978.688.8476
3/28/2016 Town of North Andover Mail-RE:32 Olympic Lane-Revised Septic Plans and materials
Maas�chkis �k
AN Lisa Hadge <Ihadge @northandoverma.gov>
RE: 32 Olympic Lan Revised Septic Plans and material
1 message
Isaac Rowe <irowe @millriverconsulting.com> Mon, Mar 28, 2016 at 3:30 PM
To: Lisa Hadge <I had ge @northandoverma.gov>, Pam Lally <plally @miliriverconsulting.com>
Cc: Michele Grant<mgrant @ north and overma.gov>, Isaac Rowe <irowe @millriverconsulting.com>
Lisa/Michele,
Attached is the disapproval letter for revised plan review for the above referenced property. He redesigned
the system to incorporate a FAST system which has specific requirements.
Also it is a little confusing but there is a 5 bedroom house with 9 rooms total. Therefore the design plan has
calculated the design flow correctly per Title 5 for a 4 bedroom design.
Please let me know if you have any questions.
Thanks,
Isaac M. Rowe, R.S.
Project Manager
Mill River Consulting
Sargent Street
Gloucester, MA 01930-2719
Phone: 978-282-0014 e t.804
Fax: 978-282-1318
irowe milIriverconsul fi n,g.,coin
www,miliriverconsulting.com
From: Lisa Hadge [ma i Ito:lhadge @norlhandoverma.gov]
https:/Imail.google.com/mail/ca/u/O/?ui=2&ik=46857787dO&view=pt&search=inbox&th=l 53beb4a6412b87a&siml=153beb4a6412b87a 1/4
Sullivan Engineering Group, LLC
Civil Engineers 8 Land Development Consultants
March 25, 2016
Town of North Andover Health Department
1600 Osgood Street, Suite 2035
North Andover, MA 10845 RECEIVED
Re: 32 Olympic Lane, North Andover �',IAR 2 8
Revised Septic Plan TOWN OF NORTH NIPDOVER
Board of Health; i 13 DEPARTMB'r
Enclosed are three(3)copies of the revised Septic Upgrade Plans for the above site. The changes made to the plan
reflect comments in a 12/22/2015 letter from Mill River Consulting and reflect the need to revise the plan to
provide a cost-effective system based on expensive quotes for the previous system. One change to the plan, in a
positive direction, is a Micro FAST unit is proposed in the 2 compartment septic tank. By adding the FAST
system,the owner is allowed to take a reduction in groundwater separation and a 50%field reduction based on
DEP"Standard Conditions for Secondary Treatment Units Approved for Remedial Use" with a latest revision date
of March 20, 2015. The following is a response to Mill River's comments (Mill River comment is in standard text
and response is in italics). All comments were addressed.
1. The names of abutters from the most recent tax map are required (NA 3.2).
Names of abutters and Tax Map/Parcel have been added.
2. A scaled profile of the system is required (NA 3.2).
The scaled profile has been added on Sheet 2
3. Show all wetland resource areas within 150' of the proposed system or provide a note indicating
wetland resource areas are not present. The soil test application depicted a wetland resource area at
the nmthem portion of the lot.
A note has been added on Sheet I within the Site Plan stating no known wetlands are within l50 feet
Qfany septic components.
4. Oil sheet I of 2, the cetiffication for the Infiltrator Chamber system is not required for
this design.
This certification was removed
5. A test pit log or indication of the ledge present in TH-3 should be added to the design plan.
A note has been added at the location o 7R-3 that ledge was encountered-within 12"of grade
6. On sheet I of 2, a finished spot elevation should be added to the distribution box location
to ensure the 9" of minimum cover material requirement is met
A spot grade has been added on Sheet I and the main.finished grade is noted on the system profile
7. On sheet 2 of 2, the proposed inlet elevation of the pump chamber is not indicated.
The pump chamber has been eliminated
8. On sheet 2 of 2, the pump chamber detail indicates the inconect float heights in inches based on the
proposed elevations.
The pump chamber has been eliminated
P.O. Box 2004 Woburn,MA 01888 (781) 854-8644 e-mail:jacksu1153@comeast.net
9. Indicate the proposed soil horizons to be removed beneath the |uuub field area. This will
ensure the installer removes the proper horizons prior 10 installing the Title 5 sand.
This has been showv and indicated n the x}s&cxv prqfile on Sheet 2
|O. The top elevation ofkhn proposed impervious barrier should meet the breakout requirement for
the higher end of the leach field oromneeded. The proposed top of the bunier elevation (|OO.55^) imthe
*eakoo1ut the low end of the leach-fiold. ---------- - -------- - - - - - -- ---
/Ywhorr/o/ /xru@o/red now....dhox been e/ini/n/cd.fiomn the design
Under separate cover, thcovvuorwi|| be providing certification ur|n1ing to conditions with the D8icroF/\ST
unit. The unsigned letter has been attached to demonstrate the pending certification,
If you have any questions or comments please feel free to contact me.
Very Truly. ours,
P.O. Box 2004 Woburn,NIA01888 (781) 854-8644 e-mail:jacksu1153@comcast.net
Sullivan Engineering Group, LLC
Civil Engineers&Land Development CoDsultant5
March 25,2016
Town of North Andover Health Dept.
1600 Osgood Street, Suite 2035 RECEIVED
North Andover,MA 01845 �"IAR 2 8 ,1116
Re: Owner Certification—Alternative Technology T01VVN Or NORTH ANDOVER
32 Olympic Lane,North Andover jjr-AL fli DEPARTMENT
To Whom It May Concern:
I certify that the following conditions relative to the Micro FAST alternative technology:
1. has been provided a copy q1*the Title 5 IIA technology Approval, the Owner's Manual, and
the Operation and Maintenance Manual, and the Owner agrees to comply with all terms
and conditions;
2. for Systems installed under a Remedial Use Approval, the owner agrees to filutll his
responsibilities to provide written notification of the Approval to any new Owner, as
required by 310 CMR 15.287(5),-
3. ifthe design does not provide for the use ofgarbage grinders, the restriction is
understood and accepted,- and
4. whether or not covered by a warranty, the System Owner understands the requirement to
repair, replace, inodify or take any other action as required by the Department or the
LAA, if the Department or the LAA
determines the System to be failing to protect public health and safety and the
environment, as defined in 310 CMR 15.303.
Owner Name:
Owner Signature:
Date:
P.O.Box 2004 Woburn, MA 01888 (781) 854-8644 e-mail:jacksu1153@comcast.net
6/22/2016 Town of North Andover Mail-Re:32 Olympic Lane-Reivised Septic Plans and materials
OM I 11ANDOVER Lisa Hadge <lhadge @northandoverma.gov>
Re: 32 Olympic Lane ® Reivised Septic Plans and materials
1 message
Jack Sullivan <jacksu1153 @comcast.net> Fri, Mar 25, 2016 at 3:27 PM
To: Lisa Hadge <Ihadge @townofnorthandover.com>
Cc: Michele Grant <MGrant @townofnorthandover.com>, tpkav @comcast.net
Michele & Lisa,
I just mailed out the revised plans (3 sets) and cover letter for plan changes made based on the
denial letter dated 12/22/2015 from Mill River Consulting to your office. I wanted to attached
electronic copies of materials for your records and review as well. The owner had received pricing
on the previous plan (which had a pump chamber) and she was getting prices between 40k-50k.
Therefore, my revisions not only reflect all of Mill River's comments but I added a MicroFAST unit
to the septic tank to allow a reduction in groundwater separation and 50% field reduction size (by
right...see my cover letter). I had talked with Issac about this a few months back. I am hoping by
eliminating the pump chamber and the sand fill required at the soil absorption field that the
homeowner will get much better pricing on the system. All other aspects of the design, including
the type of soil absorption field are the same as the previous submittal
All changes and additions to the plan set have been made on the design plan and are clearly
identified in the cover letter.
If you have any questions please feel free to email or call me.
Jack Sullivan, PE
781-8 54-8644
From: "Lisa Hadge" <Itiadge i townofnortharidover.com>
To: "Jack Sullivan" <jacksu1153 @comcast.net>
Cc: "Michele Grant" <MGrant@towr)ofr�orthandover.com>, tpkav@corricas,t.net
Sent: Tuesday, December 22, 2015 9:49:56 AM
Subject: 32 Olympic Lane
Good Morning,
Attached you will find the disapproval letter for 32 Olympic Lane.
-----Original Message-----
From: noreplycc townofnorthandover corn [mailto:noreply townofnorthandover.coni]
Sent: Tuesday, December 22, 2015 10:05 AM
To: Hadge, Lisa
Subject: Message from "ComDev-Health-Ricoh"
This E-mail was sent from "ComDev-Health-Ricoh" (Aficio MP C3002).
Scan Date: 12.22.2015 10:04:36 (-0500)
Queries to: ri ore ply@townofnorthandover.coin
https://maiI.google.com/mail/ca/u/O/?ui=2&ik=46857787dO&view=pt&q=32%20olympic%20lane°/`20soi1%20testing&qs=true&search=query&th=153af3... 1/2
6/22/2016 Town of North Andover Mail-Re:32 Olympic Lane-Reivised Septic Plans and materials
Please note: As of January 11, 2016, all Town Hall offices, except Assessor and Veterans
Services, will be temporarily moving to 1600 Osgood Street, Suite 2043.
All email messages and attached content sent from and to this email account are public records
unless qualified as an exemption under the Massachusetts Public Records Law.
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4 attachments
to Cover letter to BOH.pdf
24K
n Owner certification.pdf
17K
Septic_Sheetl.pdf
175K
U Septic Sheet2.pdf
"- 277K
https://mail.google.com/maii/ca/u/01?ui=2&ik=46857787dO&view=pt&q=32%2Oolympic`/`201ane`/`20soil°/�20testing&qs=true&search=query&th=153af3.. 2/2
North Andover Health Department
Community and Economic Development Division
December 22, 2015
John D. Sullivan, III P.E.
Sullivan Engineering Group, LLC
P.O. Box 2004
Woburn, MA 01888
Re: Subsurface Sewage Disposal System Plan for 32 Olympic Lane (Map 106B, Lot 109)
Dear Mr. Sullivan:
The proposed wastewater system design plan for the above site dated December 1, 2015 and
received on December 10, 2015 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 where applicable.
1. The names of abutters from the most recent tax map are required (NA 3.2).
2. A scaled profile of the system is required (NA 3.2).
3. Show all wetland resource areas within 150' of the proposed system or provide a note
indicating wetland resource areas are not present. The soil test application depicted a
wetland resource area at the northern portion of the lot.
4. On sheet 1 of 2, the certification for the Infiltrator Chamber system is not required for
this design.
5. A test pit log or indication of the ledge present in TH-3 should be added to the design
plan.
6. On sheet 1 of 2, a finished spot elevation should be added to the distribution box location
to ensure the 9" of minimum cover material requirement is met.
7. On sheet 2 of 2,the proposed inlet elevation of the pump chamber is not indicated.
8. On sheet 2 of 2, the pump chamber detail indicates the incorrect float heights in inches
based on the proposed elevations.
9. Indicate the proposed soil horizons to be removed beneath the leach field area. This will
ensure the installer removes the proper horizons prior to installing the Title 5 sand.
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North. Andover, MA 01845 Phone: 978,688.9540 Fax: 978.688.8476
10. The top elevation of the proposed impervious barrier should meet the breakout
requirement for the higher end of the leach field or as needed, The proposed top of the
barrier elevation (100.55') is the breakout at the low end of the leach field.
Although not a reason for disapproval you may wish to consider the following:
11. On sheet I of 2, the test pits should be graphically depicted close to the approximate size
and orientation as excavated. The graphic representation should be shown as a rectangle
instead of a circle.
Please feel free to contact the office or Mill River Consulting at 978-282-0014 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,
Michele Grant
Health Inspector
cc: Tracey Kavanagh
File
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA. 01845 Phone: 978.688.9540 1,ax: 978,688.8476
4'
11'OWN OF OR"Ill ANDOVER,
Offic e of l"OM 1.A1°l°5'° 1l1.WELOPCl'1ENT E D SERNICES
111 L° ° iDETARTMEN "
1.600 515GOOD STREET; SUITE 2035
978,688.9540 Phone
Susan Y.Sawyer, REHS/RS 9'78688.8476 FAX
Public eallb ffire for `-MAI healthd �;�uw<,(u� p�uu q u.��([ceuv�u.�°u���u
W � ! .V p,
SEPTIC PLAN SUBMITTAL FORM
Date of Submission:
Site Location: OW,
Jaw
Engineer:
New Plans? Yes X $225/Plan Check# (includes 1St submission and one re-
review only)
Revised Plans?Yes $75/Plan Check#
Site Evaluation Forms Included? Yes a, No
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Commonwealth of M,a sachuse
City/Town of /V0
Percolation Test
For 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 Tracey Kavanagh ---_______------
only the tab key Owner Name
to move your 32 Olympic Lane
cursor-do not Street Address or Lot#
use the return
key. North Andover MA 01845
City/Town State Zip Code
V Tracey Kavanagh 978-857-1521
------------------------------
Contact Person(if different from Owner) Telephone Number
B. Test Results
9/25/15 10:00 a.m.
Date Time Date Time
Observation Hole# PT-1
Depth of Perc 4011-5611 —--—--------------
Start Pre-Soak 9:57
End Pre-Soak 10:12
Time at 12" 10:12
Time at 9" 11:20
Time at 6" 1:26 --—-----------
Time(9"-6") 126 Minutes --------------
Rate(Min./inch) 42 MPI
Test Passed: Test Passed: ❑
Test Failed: ❑ Test Failed: ❑
John D. Sullivan III, P.E.
Test Performed By:
Issac Rowe, Consultant for Town of North Andover BOH
Witnessed By:
Comments:
----------- ---
--------------
t5foffn12.doc•06/03 Perc Test•Page 1 of 1
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Commonwealth of M sach uY
City/Town of
Percolation Test
& For 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 Trace
computer,use _YKavanagh
_____...........
only the tab key Owner Name
to move your
cursor-do not 3201 piq —----—-------
use the return Street Address or Lot#
key. North Andover MA 01845
City/Town State Zip Code
i nt
L.......... Tracey Kavanagh ........ 978-857-1521
Contact Person(if different from Owner) Telephone Number
B. Test Results
9/25/15 10:00 a.m.
Date Time Date Time
Observation Hole# PT-1—------
Depth of Perc 40"-5611 ——---------
Start Pre-Soak 9:57
End Pre-Soak 10:12
Time at 12" 10:12
Time at 9" 11:20
Time at 6" 1:26
Time (9"-6") 126 Minutes -------------
Rate(Min./inch) 42 MPI
Test Passed: Test Passed: ❑
Test Failed: ❑ Test Failed: ❑
John D. Sullivan 111, P.E.
Test Performed By:
Issac Rowe, Consultant for Town of North Andover BOH
Witnessed By:
Comments:
—-—------ -------
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