HomeMy WebLinkAboutCorrespondence - 58 OAKES DRIVE 6/3/2003 , ENGINEERING SERVICES
Diane 3, 2003
F.P Reilly and Son
206 Andover Street
Andover, MA 01810
RE: 58 oakes Drive
North Andover, Septic system as built plan
Dear Mike:
Enclosed are 5 copies of the as built plan for 58 hakes Drive. You need to sign the
certification and forward it with the as built plans to the 'Town of north Andover.
If you have any other questions don't hesitate to contact this office.
Sincerely;
Eerijamin C. Osgood, r., l✓11"
President
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60 BE-EC HWOOD DRIVE-NC7UH ANDOVER, MA 01844-(9-78)686-'1768..(888)359-1645- FAX(9.78)685-1099
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April 18, 2003
New England Engineering, Inc.
Ben Osgood, Jr.
60 Beechwood Drive
North Andover, CIA 01845
Re: 58 Oakes Drive
Dear Nli. Osgood:
This letter is to inform you that the proposed septic plans dated April 4, 2003 far the
repair of the septic system at the above address can be approved as soon as evidence of a deed
restriction limiting the use of the dwelling to a maximum of 3 bedrooms is submitted to the Board
of Health office at 27 Charles Street.
Please call the office if you have any questions.
Sincerely,
Sandra Starr, R.S., C.H.O.
Public Health Director
Cc: Homeowner
File
NEW EN(":)LAND ENGINEERING SERVICES
April 7, 2003
Sandra Starr, Administrator
North Andover health Department
Town Hall Annex
27 Charles Street
North Andover, MA 01845
.e: 58 Oakes Drive,North Andover, Septic system design ^M1 lvw
Dear Sandra:
Enclosed are 5 copies of revised septic system design plans, one with an original stamp
for the above referenced property. The fbllowing corrections were made to the plan.
1. The vent detail has been revised to indicate the installation of a charcoal filter/animal
screen.
2. A thrust block detail and a note indicating that thrust blocks shall be installed at all
force main bends has been added.
3. A special design note indicating the need for a deed restriction limiting the home to
three bedrooms has been added.
This plan is being submitted for approval. if you have any questions regarding the
information submitted, please do not hesitate to contact this office.
Sincerely,
Benjamin C.
� Osgod, Jr.,EIT
President
Cc Owner
60 BE,E:CV•I`�JOOD DRIVE: -NORTH ANDOVER, MA 01845-(978)SC E..1768-(888)359-7515-FAX(978)685-109
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April 2, 2003
Ben Osgood, Jr.
New England Engineering Services, Inc.
60 Beechwood Drive
North.Andover, MA 01845
Re: 58 Oakes Drive
Dear Mr. Osgood:
This is to notify you that the proposed plans dated January 20, 2003 for the repair of the
septic system at the site referenced above have technical deficiencies that must be addressed
before the plan can be approved. They are:
• A deed restriction limiting the dwelling to 3 bedrooms, or in other words no additional
construction on the house until it is connected to sewer.
• A note on protection for the vent.
If you have any questions, please call the office at 978-688-9540.
Sincerely,
Sandra Starr, R.S., C.H.O.
Public Health.Director
Cc: Homeowner
File
Town of North Andover, Massachusetts Form No.2
i yORTN BOARD OF HEALTH
O 1 e 4, 7 )
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DESIGN APPROVAL FOR
b4-To R,�
�9S3 C"115 SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant ./z Test No.
Site Location C -)CL- c�,��
Reference Plans and Specs.o -
ENGIP4EER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
w1 _
CHAIRMAN, BOARD or HEALTH
Fee Site System Permit No.
.......... "' .. .. .—..... ....... .... ..... .. ......._........... ..
NEW ENGLAND ENGINEERING SERVICES
January 30, 2002
Sandra Starr, Administrator
North Andover Board ofilealt:h
27 Charles Street
North Andover, MA 01845
Re: 58 Oakes Drive and 93 Wintergreen Drive
Septic system design Fees
Dear Sandra:
Enclosed is a check in the amount of 130.00 dollars to cover the fee increase for the
review of the above referenced plaits.
Sincerely,
Benianun C. O od, Jr., EIT
President
60 k!3EEC7HWOOD DRIVE-NOR"m APdC)C)1JER, MA 01845--(978)686-1.768..(888)359-7645- FAX(978)685-1099
SEPTIC PLAN SUBMITTAL FORM
LOCATION: y` (`)R-k E 5 O aA'U
NEW PLANS: di� $160.00/Plan
REVISED PLANS: YES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: S NO
DATE:
T
DESIGN ENGINEER: N n r C i a n�0 �/C�iy[ ✓�' N (s
DATE TO CONSULTANT:
When the submission is all in place, route to the Health Secretary.
.
NEW ENGI AND ENGINEERING SEI RVI "'
ING
January 23, 2003
Sandra Staff, Administrator
North Andover Health Department
Town Hall Annex
27 Charles Street
North Andover, MA 01845
Re: 58 Oakes Drive, North Andover, Septic system design
Dear Sandra;
Enclosed are the following documents for the above referenced property.
1. 5 copies of septic system design plans, one with an original stamp.
2. Application for approval and required fee.
3. Copy of soil evaluator sheets.
4. Form 9A application for local upgrade approval.
This plan is being submitted for approval. If you have any questions regarding the
information submitted, please do not hesitate to contact this office.
Sincerely,
Benjam C. Osgood, J'., FIT
President
60 BEECHWW47('° D DRIVE- NO Kul ANDOVVw R, MA 01845.-(978)686-1768-(888)359-7645- FAX(978)685-10799
FORM 11 - SOIL EVALUATOR FORM
Page 1 of 3
No. � ;�` 02
Date: 1,211W02-
Commonwealth of Massachusetts
Massachusetts
Soil uitabili Assessment for On-site Sewage Disposal
Performed B Date:/ �r7 ..... � ... /
Witnessed By
y 7h N,;xr's Name,
l,ocauon Address or rJ �!7 Address,and
Los# N0. Z)cv' Telephom I ,(L
ew Construction ❑ Repair Dt�
Office Review
Published Soil Survey Available: No ❑ Yes
�' �'
Year Published 1%4rl Publication Scale Soil Map Unit
Drainage Class � Soil Limitations
Surficial Geologic Report Available: No ® Yes �.
Year Published Publication Scale
Geologic Material (Map Unit)
Landform ..
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑Yes
Within 500 year flood boundary No ❑Yes ❑
Within 100 year flood boundary No Dyes ❑
Wetland Area:
National Wetland Inventory Map (map unit) ....`
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS): Month �� �-� '
Range :Above Normal []Normal ®Belcw Normal ❑
Other References Reviewed:
DEP APPROVED FORM•12/07/95
FORM 11 SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No.
On-site Review
,2
Deep Hole Number _. Date:.�� /� "� Time;�r /p WeatherC*Y 40 a
Location (identify on site plan)
Land Use _. :1 !!!�
41" Slope (%} Surface Stones --
Vegetation
Landform
Position on landscape he etch on���back) Z>Z7:
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area feet Property Line feet
Drinking Water feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling {Structure, Stones,Goau/ledl,rs, Consistency, %
9 �
Co.4Q��
Parent Material (geologic) DepthtoBedrock: _
�
1 Weeping f Pit Face:
--
Depth to Groundwater: Standing Water in the Hole; from
Estimated Seasonal High Ground Water:
DEP APPROVED FORA[• 12/09195
FORM 11 - SOIL EVALUATOR F01M
Page 2 of 3
Location Address or Lot No,
On-site Review
Deep Hole Number a;�, ....: Date .�� . //�'Z- Time: WeatherG o
Location (identify on site plan)
Land Use
/,? lT 4 Slope (%) -77 Surface Stones
Vegetation ..
Landform
Position on landscape (sketch on the back) !
Distances from,
Open Water Body feet Drainage way/5 feet
Possible Wet Area f 2 feet Property Line . 9. feet
Drinking Water Well'./..✓7p feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munselil Mottling (Structure,Stones, Boulders, Consistency, %
� 1� 7Z
'9 �
Parent Material (geologic) _ �°'`= G L _�_y DepthtoBedrock:
Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Water: --
DEP APPROVED FORM- 12/07195
FORM f1 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Z)�21/;
Determination ,for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole inches
M Depth to soil mottles � inches
:0'�5 y
❑ Ground water adjustment ...............1, feet 24 �
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 I areas
observed throughout the area proposed for the soil absorption system?
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on
(date) I have passed the soil evaluator examination
approved by the Department of Environmental Protection and that the above analysis
ti was performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017.
Signature L-4wci / Date
DEP APPROVED FORM•12107/95
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<I0,000 gpd, where full
compliance, as defined in 310•CMR 15.404(1), is not feasible.
To be submitted to DER 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: 6RO► J ?OcKct�>-D
Address: 0 o a kE ,v o 2;l Phone#: It 7 6- C-83-- &yy
Address of facility: , 011AC-5 DIZWEI
2) Applicant(if different from above)
Name: XA c
Address:
Phone#:
3) Type of Facility:
residential Commercial School Institutional
(Specify) ,5ilu 6-bE L �, Pu• C-c-w4>G
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.) C,F-,D
5) Design Flow Based on 310 CMR 15.203:
a) Design flow of existing system_u o Y A)o, ,A/ gpd
Approved: _yes Approval date:
no Why:
b) Design flow of proposed upgraded system�;, d Why
c) Design flow of facility '3-7 c� gpd
6) Proposed upgrade of existing system is:
a) _�_Voluntary
required by order, letter, etc. (attach copy)
Required following inspection required by 31 CMR 15.301
(provide date inspection form was submitted to the approving authority)
(date)
b) Describe the proposed upgrade to the system:
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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_perc 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) , �o A"In 11 tic/-1
Page 3 of 5 :
Other requirements of 310 CMR 15.000 that cannot be met(specify sections
of the code)
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:
Evaluator's Signature:
Date of evaluation: _ )0 1 C( 2 o o z-
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:
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b) An alternative system approved pursuant to 310 CMR 15.283-15.288 is not feasible.
fS i�120l-f,1'1' ilL?E
c) A shared system is not feasible.
N� 611C-Y} F xlsrj )or ,4D 'j cE'-V1 192o
d) Connection to a sewer is not feasible.
t L 5,,L Q2-
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 gnature Date
Print Name
Name of Preparer Date
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.