HomeMy WebLinkAboutCorrespondence - 191 GRANVILLE LANE 7/19/2004 TOMIN OF NORTH ANDOVER
()ffice of C,(" MMUNITY DEVELOPMENT:' AND SERVICES
HEALTH DEPARTMENT
27 C'11ARI-EIS STREET
NORTH AND(WER, MASSACI 1USETTS 0 1945 co
978.688.9540 Phone
Susan V.Sawyer,REI-IS/RS 978M8.9542-- FAX
Public Health Director tic althdepj,(ja tgvyLiqfq thandovercom
...............
July 19, 2004
John Soucy Fax: 603.898.1876
P.O. Box 4158
Andover, MA 01810
REi : 191 Granville Lane,North Andover, MA
Dear John,
Per your request,this letter is to state that the above property is currently undergoing a septic
installation by you. The property passed a Final Construction Inspection on July 13, 2004, and
according to our consultant is ready to be covered.
This letter does not guarantee approval of a Final Grade Inspection by the North Andover Public
Health Director. In addition, a Certificate of Compliance from the Health Department will not be
issued until we receive the following paperwork: Septic System As Built and Installation
Certification forms (signed by installer and Engineer).
I hope that this information is enough to release the escrow monies that you are requesting from
the homeowner. Please feel free to call me if you have any questions.
Sincerely,
Pamela DelleChiaie
Health Dept, Assistant
Cc: Susan Sawyer, Health Director
File
TOWN OF NORTH ANDOVER a& �oRrN q
office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
� O Lnw 1®y
27 CHARLES STREET
�r °nwrea ea``gJ
NORTH ANDOVER, MASSACHUSETTS 01845 ASS^�►+�5�`
Heidi Griffin 978.688.9540—Phone
Acting Health Director 978.688.9542—FAX
December 8, 2003
Karin Berlind
191 Granville Lane
North Andover, MA 01845
RE: Subsurface Sewage Disposal System Plan for 191 Granville Lane, Map 106C, Lot 62,
North Andover, Massachusetts
Dear Ms. Berlind,
The North Andover Board of Health has completed review of the septic system design plans for
the above referenced property submitted on your behalf by New England Engineering Services
dated November 14, 2003.
The design has been approved for use in the construction of a replacement 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. The
time period for which this plan is valid is reduced to two years from the date of a septic system
inspection which did not meet the acceptable criteria in the state regulations. The time period for
which this plan is valid may be reduced by the North Andover Board of Health in the event an
imminent health problem such as sewage backup into the dwelling is occurring.
This approval is 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.
3. The impermeable barrier specified on the design plan is may cause interference with
ground water during the periods of high water table. You are encouraged to discuss
this with your septic system design and submit a revised plan for consideration should
it be deemed desired.
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.
Sincerely, j E
Heidi Griffin,
Acting Health Director
encl: List of licensed septic system installers
cc: file
New England Engineering Services
r10V llf Ud UI : Ujp' ' ,.',NUX I H HNUUVEK U'7k 6E3 3 D �W q l
Town of North Andover
ALTLI DEPARTMENT
27 Charles Street
North Andover,MA 01845
978.688.9540
healPhdept(Y�nortlrrandover cam
' PTIC PLAN SUBMITTAL
DATE OF SUDMISSION: � A i
SITE LOCATION: y.°
ENGINEER: .
NEW PLANS: YES_ $225.00/Plan Cheek#:
(Includes 1"INWP and one Re-Revieu,Only)
REVISED PLANS: YES 4,*°'*,N- $75.00/Plan. Check#:
SITE EVALUATION FORMS INCLUDED: YES �..�.Q..%
M.
LOCAL UPGRADE FORM INCLUDED: YES Isio
Telephone#: I :' / Fax#:
HOMEOWNER NAME:
OFFICE USE ONLY
Khen the submission is complete Cncluding check):
I. " °Date stamp plans and letter
. Complete and attach Receipt
3. Copy File; Forward to Consultant
4. -'' Enter on Log Sheet and Database -
NEW - uu�u4 SERVICES
�... .... _ ...M I
November 14, 2003
Brian LeGrasse �
North Andover Board of Health "r
27 Charles Street
North Andover, MA 01845
Re: 191 Granville Lane,North Andover, Septic system design
Dear Brian:
Enclosed are the following documents concerning the above referenced property.
1. 5 sets of septic system design plans.
2. Application for plan approval.
3. Check to cover the approval fee.
This plan has been revised to address the issued raised in your letter dated October 16,
2003 except the reduction in separation distance between the bottom of the leach trenches
and the groundwater. I previously submitted a letter requesting the local upgrade
approval.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely, g
Benjamin C. Osgood, Jr., EIT
President
60 BEECHWWOOD DRIVE- NOR"M ANDOVER,, A 01845-( 78)6186-176 -(E°88):59.7645-S=AX(978)685-1099
... ......... _... ...... � �.....�._.... .... . ....... . ......... ..... ......... .........._.....
NEV\1 ENGLAND ENGINEERING SERVICES
I f ..
November 13, 2003
Brian LaGrasse
North Andover Board of Health
27 Charles Street
North Andover, MA 01845
Re; 191 Granville Lane, Septic system design
Dear Brian;
Please accept this letter as a request to be included on the next board of Health meeting
agenda. The purpose of the request is to request that the Board of Health consider the
following local upgrade approval request for the septic system design at the above
referenced property.
1. Allow a reduction in the offset distance between the bottom of the stone in the leach
trench fi°om 4 feet required by Title 5 section 15.212(a)to 3 feet.
I will be at you meeting next Thursday to discuss this matter. A plan has been submitted
previously that requires this local upgrade approval in order to be approved.
If you have any questions please do not hesitate to contact this office.
Sincerely,
Benjamin C. Osgood, Jr.,EIT
President
................ .................... ... ...N. ...... ................ .w
N.Cod fldM1d`OOD C RWE•. NORTH ANDOVER, MA 01845-(978) 86-9769-(8 88)359-7645.-FAX(978)685-1099
Page 1 of 1
elleChiaie, Pamela
From: Dan Ottenheimer[info @millriverconsulting.com]
Sent: Thursday, October 16, 2003 1:23 PM
To: 'Pamela DelleChiaie'
Subject: RE: 191 Granville Lane
Pam,
81 Sawmill was sent yesterday. I am re-sending it in case you did not get it for some reason.
We have not yet looked at 191 Granville but will do so shortly.
Dan
Mill River Consulting
Septic System Management Services
5 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
info@miliriverconsulting.com
-----Original Message-----
From: Pamela DelleChiaie [mailto:pdellechiaie @townofnorthandover.com]
Sent: Thursday, October 09, 2003 11:10 AM
To: Daniel Ottenheimer(E-mail)
Subject: 191 Granville Lane
Hi Dan,
Ben Osgood called and was happy about the 151 Abbott Street approval. He was also wondering what
the status was on 191 Granville Lane.
No pressure, but also,what is the status of 81 Sawmill Road?
Thanks,
Pam
Pamela DelleC hiaie, Health Dept.Assistant
Town of Notth Andover
Community Development& Services
27 Charles Street
Bottle Andover, MA 071845
ha(lellechiale(c to tro riottl)anclovc,r,com
7 eL 978-688-95407
Fax 978-,688.9512
10/16/2003
TOWN OF NORTH ANDOVER
,,,,,
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01815
Heidi Griffin 979•699.954O—Phone
Acting Health Director 978.688.95 2 FAX
October 16,2003
Richard Tanga.rd
New England Engineering Services, Inc.
60 Beechwood Drive
North Andover,MA 01845
Re: 191 Granville Lane,Map 1060,Lot 62
Dear Mr. Tangard:
The proposed septic system design plans for the above site dated September 19, 2003 have been
reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are
in need of attention prior to approval:
I. Please provide the location and elevation of the foundation drain. If there is no
drain,please make a statement to that effect on the plan. (NA 8.02y)
2. The septic tank detail does not depict that the inlet and outlet tees are to be located
underneath an access port. This is important for maintenance purposes and should
be clearly shown. (3 10 CMR 15.227)
3. Please indicate that removal of soil horizons fill, A&B shall extend at least 611 into
the suitable soil of the C horizon. (NA 9.02)
4. Soil evaluation reports on the design plan and on the Form 11 submitted do not
coincide regarding the depth of the estimated seasonal high ground water.
5. Please list the specific section of the North Andover Board of Health Regulations for
which the listed variance is being sought.
6. Setback standards from the septic tank, pump chamber and soil absorption system to
the wetland resource area are not provided in compliance with the North Andover
Board of Health Regulations.
7. The design includes a Local Upgrade Approval request to reduce the separation from
the bottom of the soil absorption system to the estimated seasonal high ground water
from the required 4' to 3'. Several sections of Title 5 do not allow this request to be
granted including 310 CUR 15.401 and 404(1) which indicate that whenever
feasible a design should maintain full compliance with the standards in the
regulations.
First, Title 5 requires an upgraded system to be utilized which is in full compliance
with the code, including the possible use of an approved treatment unit allowed for
remedial use situations. If specified in this instance, full compliance with the
regulations could likely be maintained. Additionally, the Application for Local
Upgrade Approval indicates the reason this is not specified is for cost purposes.
However, with the savings associated with reduction in leach trench size or in the
depth to ground water separation(and coupled with the existing need for utilizing a
pump and pump chamber system),the cost difference is likely not significant.
Second,Local Upgrade Approvals are to be implemented in a particular order of
selection with criteria based upon risk to public health, safety and the environment.
Using those standards,there exist other Local Upgrade Approvals which can and
should be utilized prior to the one selected. (3 10 CMR 15.404 &405)
While not a reason for disapproval,you may wish to consider the following items:
1. The pump specified will produce a flow of over 100 gallons per minute to the
distribution box. You may be able to reduce construction and operation expenses
and reduce flow volumes with a different pump.
2. The system profile indicates removal of soil and replacement with sand to what
appears to be a depth greater than required. You may wish to review this and
possibly amend the detail to provide greater clarity to the Disposal System
Installer.
3. The soil absorption layout currently requires the removal of the walkway to the
dwelling. It may be possible to reorient the leach trenches(and perhaps utilize a
small retaining wall)to eliminate disturbance to the walkway.
4. Please review the bottom elevation of the impervious barrier indicated on the
design plan. It appears to intercept the ground water table and may lead to
entrapment of groundwater or wastewater.
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a replacement septic system which will be in compliance with all
regulations and assure protection of public health and the environment of North Andover.
Si erely,.,
n
Brian LaGrasse
Health Inspector
cc: Homeowner
CD&S Dir.
File
SEPTIC PLAN SUBmiTTALS
_ AY-1 LOCATION: Map & Parcel
NEW PLANS: YES °� $225.00/Plan Check#: C
REVISED PLANS: YES $ 60.00/Plan Check#:
SITE EVALUATION FORMS INCLUDED: YES NO
LOCAL UPGRADE FORM INCLUDED: YES,) NO
DATE: `l�aq 3 DATE TO CONSULTANT:
DESIGN ENGINEER: �� � Aj,'�'� <�s f ( (� - Telephone#:
— t
• COPY for
Conservation, and place in existing file with green Design Appro �ahf�
When the submission is complete (including check date scam plans,
i
2 El �JJ.`�
Page 1 of 5
9A-APPLICATION FOR LOCAL UPGRADE APPROVAL
Commonwealth of Massachusetts
North Andover, Massachusetts
Application for Local Upgrade Approval
Title 5, 310 CMR 15.000
DEP approved form required by 310 CMR 15.403(1)
To be submitted to Local Approving Authority/Board of Health: For the upgrade of a
failed or non-conforming system with a design flow of<10,000 gpd, where full
compliance, as defined in 310•CMR 15.404(1), is not feasible.
To be submitted to DEP: For the upgrade of a failed or non-conforming system with a
design flow of 10,000 up to 15,000 gpd and/or for upgrade of state of federal facility,
where full compliance, as defined in 310 CMF 15.404(1), is not feasible.
NOTE: Local upgrade approval shall not be granted for an upgrade proposal that
includes the addition of new design flow to a cesspool or privy or the addition of new
design flow above the existing approved capacity of a system constructed in accordance
with either the 1978 Code or 310 CMR 15/000.
1) Facility/System Owner:
Name: ;� lr }?� t ► t
Address: j ct l G-0,lA A) v i L t,( J-,Al j
Phone#: 178 - G ;i, 17 Z
Address of facility: i q 1 —u"?-j)4
2) Applicant(if different from above)
Name: nn E
Address:
Phone#:
3) Type of Facility:
� Residential Commercial School Institutional
(Specify) ► t- �� �, rt .�, L%
Page 2 of 5
4) Type of Existing System:
_privy cesspool(s) _conventional system
other(describe)
Type of soil absorption system(trenches, chambers, pits, etc.) k,c o C t-L r-►6 c
5) Design Flow Based on 310 CMR 15.203:
a) Design.flow of existing system______ti LI 0 gpd
Approved: ``yes Approval date: (q O C)
no Why:
b) Design flow of proposed upgraded system ! � Why ►4 � r i�
c) Design flow of facility c/It c) gpd
6) Proposed upgrade of existing system is:
a) Voluntary
required by order, letter, etc. (attach copy)
_"� Required following inspection required by 31 CUR 15.301
(provide date inspection form was submitted to the approving authority)
(date)
b) Describe the proposed upgrade to the system:
PO AA ►? A/� I-6q--C. 4 (-fi e-7 S
c) Which of the following are applicable to the proposed upgrade?
,Reduction of setback(s)(list setbacks to be reduced with proposed setback
distances)
Percolation rate of 30-60 minutes per inch(state actual pert rate)
Up to 25% reduction in subsurface disposal area design requirements (state
required& proposed size)
Relocation of water supply well(identify well, describe relocation)
Reduction of required separation between bottom of SAS & high
groundwater(specify proposed reduction& perc rate) t
i
p,,-% , f
Page 3 of 5
Other requirements of 310 CMR 15.000 that cannot be met(specify sections
of the code)
nry��f
System upgrades that cannot be performed in accordance with 31 CMR 15.404 &
15.405,or in full compliance with the requirements of 310 CMR 15.000, require a
variance pursuant to 310 CMR 15.410-15.417.
7) 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 ground water elevation
pursuant to 310 CMR 15.405(1)(1)(1). The evaluator must be a member or agent
of the local approving authority:
Distance from soil absorption system to high groundwater feet
As determined by:
'Evaluator's name: r_ e i C; k=H L i-Ak;
Evaluator's Signature:
Date of evaluation:
8) Notice to Abutters:
No application for upgrade approval in which the setback from property lines or a
private water supply well is reduced shall be complete until the applicant has
notified all abutters whose property 9or well is affected by certified at least ten
days before the Board of Health meeting at which the upgrade approval will be on
the agenda. Such notice shall include the date, time and place where the upgrade
approval will be discussed.
If the department is the approving authority,then such notice to abutters must be
completed prior to the date of submission of the application to the department.
The notices to abutters shall include a copy of the completed application form and
shall reference the standards set forth in 310 CMR 15.402 through 15.405.
Page 4 of 5
List of affected abutters:
Abutter Name Date notified
Address
Abutter Name Date notified
Address
Abutter Name Date notified
Address
Abutter Name Date notified
Address
9) Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible
(each section must be completed):
a) An upgraded system in full compliance with 310 CMR 15.000 is not feasible:
�
�,'1-i��N; UP6,?✓�-0F_ �'�tsrn�+dC- s siZ
'7-b ji G '� �'e�Jam) W✓3"_ t.1.1<:.11L(7 C-l�v.�iCr '7�-I� �,�I r✓ ��
/}A)O p,7-4 W e3 L �'��)? Lte:M.S
d
1,5 /�� fitom PlcwSe e �}°!°f �Nrs►� &'Q14 0c X37 S�tG �GUt L
b) An alternative system approved pursuant to 310 CMR 15.283-15.288 is not feasible.
L >5i Is 1, 1-11F'AnQ
c) A shared system is not feasible.
.wO dA cam}
d) Connection to a sewer is not feasible.
10)An application for a disposal system construction permit, including all required
attachments (e.g. plans & specifications, site evaluation forms), must accompany
this application. Is the DSCP application attached?
_ yes no
Page 5 of 5
11)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 knowing violations."
Facility Owner's SignaW date
jh �frK�i
Print Name
Name of Preparer Date
7c 6 66 °""l7Gv }U gcG%�'h w <�J 17dz�L)t
Telephone No. &Address of Preparer
NOTE: Title 5,310 CMR 15.403(4) requires the system owner or operator to submit
to the Department a copy of the local upgrade approval upon issuance by the Board of
Health and prior to commencement of construction.
FORM 11 - SOIL EVALUATOR FORM
Page I of 3
No. / Date: 02 10--5
Commonwealth of ].Massachusetts
Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By: .......................................... ..................................... ��%�.� Date: �1/��-
Witnessed BG� .... .���1 .... /........ ................. .......... .... ... ... ........... .
Y' �
Location Address or D
Lot Y G/ Address.and
�i�!l�o�/ � reicphona I
New construction ❑ Repair [N
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published ge.1.............. Publication Scale `� J � Soil Map Unit rrC_._ ..
Drainage Class Lyle-,72>... Soil Limitations �o..... !? .............
Surficial Geologic Report Available: No ® Yes ❑
Year Published _........_ Publication Scale
GeologicMaterial (Map U_nit) .............................................................................................................._..__.... .._. _........ ..
Landform ............................................................................ ..
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑Yes 4
Within 500 year flood boundary No ❑Yes ❑
Within 100 year flood boundary No ❑Yes ❑
Wetland Area:
National Wetland Inventory Map (map unit) ............._.................._...._....................... ........
........ _ ._..
Wetlands Conservancy Program Map (map unit) ..........................................
_._. .... _.
Current Water Resource Conditions (USGS): Month ���r
......... .....
Range :Above Normal ENNormal ❑Below Normal ❑
Other References Reviewed:
DEP APPROVED FORM•12/07/95
FORM. 11 SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. 1q1 G �(�%��C-- Liu�, !�° Al
Qn-site Review
d
Deep Hole Number /1. :.,. Date:./ 3 Time% Weather
Location (Identify on site plan) ��li ��`7Z
Land Use Z4� 77-4.1- Slope (%) Surface Stones
Vegetation
Landform
Position on landscape
Distances from:
Open Water body �� feet Drainage way Viz° feet
Possible Wet Area feet Property Line .. ��. feet
Drinking Water Well/✓�'. feet Other h......:......
DEEP OBSERVATION HOLE LOG'
Oepth from Soil Horizon Soil Texture Soll Color Soil Other
Surface (inches)' (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency. 5u
Gravel)
r�
�9
/ /X
Parent i
Parent Materiel (geologic) �—�®5 / ' L L DepthtoBedrock:
Depth to 6rounowater: Standing Water In the Hole: Weeping from Pit Face:
Estimated Seasonal High (around Water: 4&
DEP APPROVED ROMI 12107195
FORM 11 SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No,
On-site Review
Deep Hole Number . Date:.... Time:./cl Weather
Location (identify on site plan) i�'m^c�
Land Use .�L Slope M Surface Stones
Vegetation . ��2✓�`� s . ,.
Landform
Position on landscape -51
Distances from:
Open Water Body S°a feet Drainage way �°2d feet
Possible Wet Area feet Property Line... feet
Drinking Water Well feet Other .. .,......:...., ::....::::..:..
DEEP OBSERVATION •HOLE LOG`
Oepth from Soil Horizon Soil Texture Soll Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency. °a
Gravel)
I
G
i MINIMUM'OF 2 HQUES-REQUIRED AT EvERV PROPOSED DISPOSAL AREA
�B o
Parent Material Igeologic) t — 7 DepthtoBedrock:
Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Water
DEP APPROVED FORM 12107/95
FORM I1 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No.
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole ......... .. inches
Depth to soil mottles ...:::.k'.. inches / `1� y
❑ Ground water adjustment ................... feet
Index Well Number .................. Reading Date .................. Index well level .....
Adjustment factor ................... Adjusted ground water level ...................................................
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in 01 areas
observed throughout the area proposed for the soil absorption system?
l
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on �5--(date) I have passed the soil evaluator examination
approved by the Department of Environmental Protection and that the above analysis
was performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017.
Signature h ���'� -a
9 te
DEP APPROVED FORM•12/07/95
FORM 12 - PERCOLATION TEST
Location Address or Lot No. et &-nA_-jo,((E
COMMONWEALTH OF MASSACHUSETTS
P_n-i A 'Massachusetts
Percolation Test*
Date: Ti
..,..:........:.a.���.:Z��5 me:. ../.�?.�.3�..:..,..!�.M
Observation Hole #
Depth of Pere
)10 Ito
Start Pre-soak
End Pre-soak
Time at 12"
Time at 9"
Time at 6„
Time (9"-6")
Rate Min./Inch
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed 15a Site Failed ❑
..............................................................................................:........................................_._.................
Performed By: - E t,, A AAtA.., C_ 2-
Witnessed By:
Comments:
DEP APPROVED FORM-12!07/95
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