HomeMy WebLinkAboutMiscellaneous - 230 GRAY STREET 1/6/2016 (3) i
DelleChlale, Pamela
From: Sawyer, Susan
Sent: Thursday, September 22, 2005 ^ 12 PM
To: DelleChiaie, Pamela
Subject: lot 5
I
Gray street lot 5
app 9.22.05....
Pam if he does one of the things I asked in the last email to him, then go ahead and print out this approval letter.
I will let Patti Litchfield know what is happening on this one. (If you want to bring down a figure of the 3-float and personally
cross out the spec on the plans and initial them, then I will approve them. Otherwise, please do so on the plan. )
Thx
Susan Sawyer, R.S.
Public Health Director
office 978 688-9540
fax 978 688-8476
I
1 ;
Sawyer, Susan
Prom: Sawyer, Susan
Sent: Thursday, September 22, 2005 2:06 PM
To: 'joeserwatka @comcast.net'
Cc: DelleChiaie, Pamela
Subject: lot 5
Joe,
was glad to see you dropped off the plans for lot 5. 1 was not glad to see that you went to the trouble to change the
wording to a "3-float system" but did not bother to change the view showing the rod set up. Again, my point is that I want
to give the installer a view that is representative of the actual pump specs. How would the installer know which to follow,
the wording or the view of the set up?This should not be a template for the installer to figure out.
I do not like printing up numerous unusable copies. If you want to bring down a figure of the 3-float and personally cross
out the spec on the plans and initial them, then I will approve them. Otherwise, please do so on the plan.
Should we ask Litchfield for the $$.
Thank you,
Susan
Susan Sawyer, R.S.
Public Health Director
office 978 688-9540
fax 978 688-8476
i
Sawyer, Susan
From: Sawyer, Susan
Sent: Monday, August 22, 2005 10:38 AM
To: 'joeserwatka @comcast.net'
Subject: lot 5
Joe,
I am reviewing lot 5. Noted that you used your old spec for the pump as you did on the prev. approved plan. I noted there
that the engineer would provide updated specifications utilizing a three float pump etc, #four in the pump notes that the
pump and controls are to be approved by engineer prior to installation. I would like to give Waelty better information. This
time before I approve the plan I would like to receive that information.
Still haven't received the $75
Otherwise I have no problems approving the change to 5 B- rooms
Susan
i
TN l? NORTH ANDOVER ®��o�'►���
Office of COMMUNITV DEVELOPMENT AND SERVICES z 13
HEALTH DEPARTMENT " _ -
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845 ACHUS
Susan Y, Sawyer 978.688.9540—Phone
Public Health Director. 978.688.9542—FAX
August 22,2005
Litchfield Company
126 Cambridge Street
Burlington,MA 01803
RE: Subsurface Sewage Disposal System Plan for Lot 5 Gray Street,Map 107D,subdivision of Parcel 6,North
Andover,Massachusetts
Dear Property Owner,
The North Andover Board of Health has completed the review of the septic system design plans,for the above
referenced property.These plans,dated August 1,2005,have been approved for a five(5)bedroom,maximum 1 I-
room home.
As stated in the previous approval,the design has been approved for use in the construction of a new onsite septic
system.This approval is valid for three years from the date of this letter and during this time a licensed septic
system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by
the installer,designer and the Town of North Andover.Please note the condition#2 below.
This approval is subject to the following conditions:
1. Title V regulation section 102C—requires 2 deep hole observation tests in the primary and secondary
disposal areas.Lot 2 primary and secondary areas only have 2 deep hole tests. According to
agreements between the BOH representative and the engineer,the onsite decision was made to reduce
the required number of tests for each system. In this case,due to the lack of soil information on the
south side of the system,this plan approval conditions that upon construction,if the BOH inspector
finds that soil conditions vary within the boundary of the system,he/she may require a confirming test
hole prior to allowing the installer to move forward with the system construction.
2. The issuance of the disposal works construction permit is contingent upon the receipt of a foundation
as-built of the dwelling, The as-built must be in a scale of 1"=20`.
3. N 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)).
4. 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,
5. This system is designed to pump to a distribution box.Please note that the electrical inspector
regularly requires an external shut off within site of the pump.Please have the electrician contact the
inspector for details on this issue. 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
Page I of I
Dellechiaie, Pamela
From: Dan Ottenheimer[info@miliriverconsulting.com]
Sent: Wednesday, September 15, 2004 10:21 AM
To: amcbrearty@millriverconsulting.com; 'Pamela DelJe'chiaie'; Susan Sawyer
Subject: Gray Street Lot 5
Sue and Pam,
Attached is plan review for Gray Street Lot 5
Dan
Daniel Ottenheirner,President
Mill River Consulting
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsulting.corn
info Oy
,,niillriverconsulting.com
9/16/2004
TOWN OF NORTH ,ANDOVER
Office of CONINIUNITY DEVELOPMENT AND SEIRVICES oa °'` �°�
HEALTH DEPAR,n/IEN"T
i }
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845 qss^�„usE�
Susan Y. Saws'cr 978.6889540—Plione
Public Eicalth Dircc(or 978.688.9512—FAX
November 15,2004
Joe Serwatka,P.E.
PO Box 1016
North Andover,MA 01845
RE: Subsurface Sewage Disposal System Plan for Lot 5 Gray Street,Map 107D, subdivision of Parcel 10,
North Andover,Massachusetts
Dear Mr. Serwatka,
The North Andover Board of Health has completed the review of the septic system design plans,for the above
referenced property, submitted by you on behalf of your clients,the property owner Stella Realty Trust and the
Litchfield Company,Inc.as the applicant.This plan was last revised 9/28/04 and received at this office on 8/16/04.
The design has been approved for use in the construction of a new onsite septic system.This approval is valid for
three years from the date of this letter and during this time a licensed septic system installer must obtain a permit
and complete this work,and a Certificate of Compliance must be endorsed by the installer,designer and the Town
of North Andover.
This approval is subject to the following conditions:
1. Title V regulation section 102C—requires 2 deep hole observation tests in the primary and secondary
disposal areas.Lot 2 primary and secondary areas only have 2 deep hole tests,both on the north side.
According to agreements between the BOH representative and the engineer,the onsite decision was
made to reduce the required number of tests for each system. In this case,due to the lack of soil
information on the south side of the system,this plan approval conditions that upon construction,if
the BOH inspector finds that soil conditions vary within the boundary of the system,he/she may
require a confirming test hole prior to allowing the installer to move forward with the system
construction.
2. The issuance of the disposal works construction permit is contingent upon the receipt of a foundation
as-built of the dwelling. The as-built must be in a scale of 1”=20`.
3. 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 CUR
15.020(1)).
4. 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.
6. The pump shown on the approved plait is not the pump that is accep�- within the Town. In N. A.
you must have a 3-float system. As per the Engineering notes,before construction, the pump and
electrical box must be approved by the engineer
The Health Department may be reached at 978-685-9540 with any questions you might have.
SincereI
an Y. Sawyer,REHS/R
' Public Health Director
cc: Joe Serwatka,P.E.
Mary A. Stella Realty Trust
Town of North Andover
:HEALTH DEPARTMENT
27 Charles Street 1
North Andover,MA 01845
978.688.9540 t
healthdept(t7i taivnohnorthandover com
SEPTIC PLAN SUBMITTAL FORM
DATE OF SUBMISSION: a°w.
SITE LOCATION: ..... ., _r°_.. _� .-
ENGINEER: u
NEW PLANS: YES $225.00/Plan
(Includes 1s` E"m�d one�Re-Review._ .. Onl �
mr .�.T ._, . .......w.. mm.y�.�T o. �T
REVISED PLANS: YES $ 75.00/Plan Check#:
SITE EVALUATION FORMS INCLUDED: YES NO
LOCAL UPGRADE FORM INCLUDED: YES NO
Telephone#: a Fax#:, ..v ..
....µms.
9
E-mail:
HOMEOWNER NAME: - ..... ._.. .
OFFICE USE ONL Y
When the submission is (i
complete (including g check):
NOV 3 24
1. Date stamp plans and letter
2. , ca
df
Complete and attach Receipt
3. Copy File; Forward to Consultant
4. Enter on Log Sheet and Database
I
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1
Joseph J. Serwatka, P.E.
Post Office Box 1016
North Andover,MA
978-683-6595
October 21, 2004
Ms. Susan Sawyer
Health Agent
Town of North Andover
North Andover, MA 01845
Re: Lot 5, Gray Street
Dear Sue:
Thank you for your timely review letter for lot 5, Gray Street septic system. I
have addressed your comments in the following manner:
1. Bouyancy calculations have been provided adjacent to the septic tank detail.
2. Note 16 has been adjusted.
3. The outlet tee has been added to the detail.
4. Breakout elevations are provided for the three trenches, on sheet 2. Based on
the breakout elevations, the contours appear correct within a foot or so. If you
do not agree, please let me know and I will revise grading.
5. As mentioned above, elevations are now provided.
6. A note has been added relative to double washed peastone,
7. A benchmark has been added.
8. A notation has been added to the notes.
9. A note has been added that requires a maintenance agreement. I have given
your draft agreement to the Litchfield Co. Until the new home is sold, they
will be the "owner"
.
Should you have any question concerning this letter, please contact me.
Since 1
Jos rwatka,P.E.
,( ER,
w
TOWN OF NORTH ANDOVER OORTH
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREE'"I'
Noial-I ANDOVER, MASSACHUSETTS 01845
Susan Y. Sawyer 978.688.9540-Phoue
Public Health Director 978.688.9542 FAX
September 22, 2005
Litchfield Company
126 Cambridge Street
Burlington, MA 01803
RE: Subsurface Sewage Disposal System Plan for Lot 5 Gray Street, Map 107D,
subdivision of Parcel 6,North Andover,Massachusetts
Dear Property Owner,
The North Andover Board of Health has completed the review of the septic system design plans,
for the above referenced property. These plans, dated August 1, 2005, have been approved for a
five (5) bedroom, maximum 1.1-room home.
As stated in the previous approval,the design has been approved for use in the construction of a
new onsite septic system. This approval is valid for three years from the date of this letter and
during this time a licensed septic system installer must obtain a permit and complete this work,
and a Certificate of Compliance must be endorsed by the installer, designer and the Town of
North Andover. Please note the condition#2 below.
This approval is subject to the following conditions:
1. Title V regulation section 102C-requires 2 deep hole observation tests in the
primary and secondary disposal areas. Lot 2 primary and secondary areas only have 2
deep hole tests. According to agreements between the BOH representative and the
engineer,the onsite decision was made to reduce the required number of tests for each
system. In this case, due to the lack of soil information on the south side of the
system, this plan approval conditions that upon construction, if the BOH inspector
finds that soil conditions vary within the boundary of the system,he/she may require a
confirming test hole prior to allowing the installer to move forward with the system
construction.
2. The issuance of the disposal works construction permit is contingent upon the receipt
of a foundation as-built of the dwelling. The as-built must be in a scale of I"=20'.
3. 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)).
4. 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.
5. This system is designed to pump to a distribution box. Please note that the electrical
inspector regularly requires an external shut off within site of the pump. Please have
the electrician contact the inspector for details on this issue. 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.
6. As per the Engineering notes, before construction, the pump and electrical box must
be approved by the engineer. The health department is now withholding the
installation permit until the electrical permit has been issued. Please provide proof
upon application by the installer.
The Health Department may be reached at 978-688-9540 with any questions you might have.
Sincerely,
Susan Y. Sawyer, REHS/RS
Public Health Director
cc: Joe Serwatka, P.E.
Mary A. Stella Realty Trust
1
TOWN 1`I OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES °�
HEALTH DEPARTMENT "
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845 ""Is CHUS��aS
Susan Y. Sawyer, REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
September 23,2004
Joseph J. Serwatka,P.E.
P.O:Box 1016
North Andover,MA 01845
RE: Lot 5 Gray Street,North Andover,MA
Dear Mr. Serwatka,
The proposed septic system design plans for the above site dated August 16,2004 and received on August 17,2004
has been reviewed. Unfortunately,it cannot be approved until the following items are corrected. Each item is
followed by the specific section in Title 5: 310 CMR 15.000,or North Andover regulations,which is not met by this
design.
1. Please provide buoyancy calculations for the septic tank.-221(8)
2. Note#16,on sheet 1 conflicts with the septic tank detail with regard to the number of compartments.
3. The septic tank detail should show an outlet tee and gas baffle at the outlet of the first compartment.-
227(6)&(4)
4. Breakout elevation is not covered for 15' from trenches A or B.Please adjust extent of cover material
(finish grades)or add a barrier,
5. It would be helpful if breakout elevations were stated along with the trench invert elevations.
6. The peastone must be"double washed".-247(2)
7. The benchmark is greater than 75'to the septic tank,-220(4)(q)
8. A notation is needed for a manual operating switch on the pump control panel,-NA 12.01
9. Please provide a draft maintenance agreement between the owner and a qualified maintenance entity
for minimum quarterly examinations of the pressure distribution system. (A copy of a sample
agreement is attached)
Please feel free to contact the office with any questions you may have. We look forward to working with you to
obtain a septic system that will be in compliance with all regulations and assure protection of public health and the
environment of North Andover.
Sincerely,
.'.."S Y. Sawyer,REHS/RS
Public Health Director
cc: Owner
File
Operation and Maintenance Service Contract for
Pressure Distribution Soil Absorption System
This form is a suggested format. You and your service provider inay
choose a different type of form„ t
i
i
Date: [
Customer: Service Co.:
Mailing Address: Service Address:
Site: Service Phone:
This Company agrees to provide service and maintenance for the Pressure Distribution Disposal Field at the above
referenced address. The following maintenance and service schedule is proposed for the next(2)two years of
operation commencing upon the date of Certificate of Compliance,receipt of the signed contract and the annual cost
in full.
Scheduled Annual Service Cost:4 visits per year at$ per visit=$
(Note: all covers and access ports must be to grade to allow for maintenance.)
1. Check sludge and scum depth and clean the effluent filter in the 1500-gallon septic tank.
2. Check panel and alarm system.
3. Check ejector pump and float switches in the Pump Chamber.
4. Check distal pressure and compare with design plan.
5. Clean and flush laterals as necessary.
6. Notify client verbally of any problems encountered.
7. Notify North Andover Board of Health and owner within 24 hours of a system failure or alarm event with
corrective action taken.
Unscheduled Service
Unscheduled emergency service calls will be billed at the following hourly rate:
➢ Monday through Friday from 7 a.m.—5 p.m.=$ per hour
➢ Monday through Friday from 5 p.m.—7 a.m.=$ per hour
➢ Saturday and Sunday with a minimum 2 hr charge=$
In accordance with the Title V Regulations,quarterly inspection reports will be submitted to the local Board of
Health.
Acceptance by Owner: Acceptance by Inspector:
Signature Signature
C:\My Documents\Septic\O&P Service Contract for Pressure Distribution SAS.docCreated on 9/10/2004 2:01 PM
DelleChiaie, Pamela
From: Sawyer, Susan
Sent: Thursday, September 22, 2005 2:06 PM
To: joeserwatka @comcast.net
Cc: DelleChiaie, Pamela
Subject: lot 5
Joe,
I was glad to see you dropped off the plans for lot 5. 1 was not glad to see that you went to the trouble to change the
wording to a "3-float system" but did not bother to change the view showing the rod set up. Again, my point is that I want to
give the installer a view that is representative of the actual pump specs. How would the installer know which to follow, the
wording or the view of the set up?This should not be a template for the installer to figure out.
I do not like printing up numerous unusable copies. If you want to bring down a figure of the 3-float and personally cross
out the spec on the plans and initial them, then I will approve them. Otherwise, please do so on the plan.
Should we ask Litchfield for the $$.
Thank you,
Susan
Susan Sawyer, R.S.
Public Health Director
office 978 688-9540
fax 978 688-8476
1
5. The detail of the pump on the plan is not accurate. A separate sheet of pump details will be provided.
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 might have.
Sincerel
S Y. Sawyer,REHS/RS
blic Health Director
cc: Mary Stella Realty Trust
Litchfield Company,Inc,
Dellechiaie, Pamela
From: McKay, Alison
Sent: Wednesday, August 25, 2004 9:05 AM
To: Sawyer, Susan
Cc: Dellechiaie, Pamela
Subject: Lot 5 Gray Street
Hi Sue,
I talked to Joe Sewatka about Lot 5 Gray Street. He spoke with me a couple of months ago and from my answer he was
under the impression that both isolated areas were non-jurisdictional. I'm not quite sure how that happened, but we got it
straightened out. He is now aware that he will have to file with us for the jurisdictional isolated area. Plans will change
obviously. It's a good thing you brought that to my attention. Thank you for that.
Alison
Town of North Andover
HEALTH DEPARTMENT
27 Charles Street
RECEIVED
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North Andover,MA 01845
978.688.9540 AU G '1, 7 2004
health e owno northandover.coin
NOR ANDOVeR,
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HEALTH L PARTME
SEPTIC PLAN SUBMITTAL FORM
DATE OF SUBMISSION:
SITE LOCATION:
ENGINEER:
NEW PLANS: YES 4k,7 $225.00/Plan Check#:
(Includes 1,"(NE'vPLA"v)and one Re-Review Only)
REVISED PLANS: YES $ 75.00/Plan Check#:
SITE EVALUATION FORMS INCLUDED: YES NO
LOCAL UPGRADE FORM INCLUDED: YES
Telephone#: Fax#: f9
E-mail:
HOMEOWNER NAME:
................
OFFICE USE ONLY
When the submission is complete (including check):
1. r Date stamp plans andletl6i
2 C m qv,
Co plete and attach Receipt
3. _4f-",,C0Py File, Forward to Consultant
4. 1Z Enter on Log Sheet and Database