HomeMy WebLinkAboutApplication - 81 SAW MILL ROAD 7/15/2003 Town of North Andover, Massachusetts Form No.a
Oq "ORYN BOARD OF HEALTH
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,y•b,, �.''' DESIGN APPROVAL FOR
"SSACHl156�� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant �� Test No.
Site Location I //� ✓ :
Reference Plans and Specs. ®� /®
ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
A
CHAIRMAN,BOARD OF HEALTH
Fee Site System Permit No. 7 C'1
-Z
Town of North Andover
7 Charles Street
North Andover, NIA 01845
SEPTIC PLAN SUBMITTAL
DATE OF SUBMISSION: June 26,2003
ENGINEER: Peter M. Mirandi, R.S.
Telephone#: 978-774-3001 Fax#: NA
E-mail: PMMirandigaol.com
HOMEOWNER NAME: Sam Narayanan.
SITE LOCATION: 81 Sawmill Road
NEW PLANS: YES $225.00/Plan X Check#: to be received
(Includes 1"and one Re-Review Only)
REVISED PLANS: YES $ 60°00/Plan Check#:
SITE EVALUATION FORMS INCLUDED: YES NO NA
LOCAL UPGRADE FORM INCLUDED: YES NO NA
OFFICE USE ONLY
DATE TO CONSULTANT:
When the submission is complete(including check):
1. Date stamp plans
2. Complete the DESIGN APPROVAL FOR SOIL ABSORPTION
SEWAGE DISPOSAL SYSTEM form
3. Attach rile and route to the Health Director for review
Page 1 of 1
°le hiaie, Pamela
From: PMMirandi@aol.com - -
Sent: Wednesday, July 02, 2003 11:42 AM
To: pdellechiaie @townofnorthandover.com
Subject: Re: Septic Plan Submittal Form for Town of North Andover
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7/2/2003
Page 1 of
'dleChieie, Pamela
From: P'MMirandi @aol.com
Sent: Tuesday, July 01, 2003 8:35 AM
To: pdellechiaie @townofnorthandover.com
Subject: Re: Septic Flan Submittal Form for Town of North Andover
Dear Pameh,
,.I t ached is the ,5eqa fic Plcan Sacbl nit-lalFlacYn for 85 W WI Road. A check hc s cd e.rad 1Aee n forwarded
la you .from Wer Real Q .nOW Management,
nt,
Ptic.a.nm mVWy me imma.MPra n; nf .l1his pr'oces's is caul of order in an maa:n , .V'hc.:ank you for ymn, a��,issisi,a:ana::anw°;
in ° i°Q i s ma 1. er
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7/1/2003
Fa—pw — Massachusetts epartment of Environmental Protection
Bureau of Resource Protection —Wastewater Management Program
{ ~ Form 9A - Application for Local Upgrade ApprovaI
Required by 310 CMR 15°403(1)
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
5.404(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 CMR 15.410
through 15.417.
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 a septic system constructed in accordance with either the 1 978 Code or 310 CMR 1 5.000.
A. Facility Information
Important:
When filling out 1. Facility Name and Address
forms on the
computer,use Rater Real Estate
only the tab key Name —
to move your 81 Sawmill Road
cursor-do not
use the return Street Address
key. North Andover MA 01845
---- ----- ----- ------ — ---- -----
City State Zip Code
rah
2. Owner Name and Address:
Sam Narayanan/Pater Real Estate F.O. Box 13.31
Name Street Address
Derry NH
-- -- ------- - -- - ---
City State
03038 603-437-0771
Zip Telephone Number
3. Type of Facility (check all that apply):
® Residential ❑ Institutional ❑ Commercial ❑ School
4. Describe Facility:
4 bedroom dwelling
5. Type of Existing System:
® Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below):
6. Type of soil absorption system (trenches, chambers, leach field, pits, etc):
As
form 9-A d rev.5/02 Application for Local Upgrade Approval• Page 1 of 1
Massachusetts Department of Environmental Protection
Bureau of Resource Protection — Wastewater Management Program
Form 9A - Application for Local Upgrade Approval
Required by 310 CMR 15.403(1)
A. Facility Information (continued)
7. Design Flow per 310 CMR 15.203:
Design flow of existing system: 440
gpd
Design flow of proposed upgraded system 440
gpd
Design flow of facility 440
gpd
B. Proposed Upgrade of System
1. Proposed upgrade is (check one):
® Voluntary ❑ Required by order, letter, etc. (attach copy)
❑ Required following inspection pursuant to 310 CMR 15.301: date of inspection
2. Describe the proposed upgrade to the system:
Replace the existing SAS and septic tank with a new 1500/1000 gallon combo septic tank/pump
chamber and a leaching field .
3. Local Upgrade Approval is requested for:
❑ Reduction in setback(s)—describe reductions:
9-foot reduction from the 20-foot required setback between SAS and foundation wall.
® Percolation rate for 30 to 60 min./inch: 33.3
min./inch
❑ Reduction in SAS area of up to 25%: sas size,sq.ft. %reduction
❑ Reduction in separation between the SAS and high groundwater:
Separation reduction ft
Percolation rate min./inch
Depth to groundwater ft
❑ Relocation of water supply well (explain):
form 9-A•rev.5/02 Application for Local Upgrade Approval* Page 2 of 2
Massachusetts Department of Environmental Protection
Bureau of Resource Protection — Wastewater Management Program
Form 9A - Application for Local Upgrade r v l
Required by 310 CMR 15.403(1)
❑ Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the
Code:
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 groundwater elevation pursuant to 310 CMR 15.405(1)(i)(1). The soil evaluatormustbe a member
or agent of the local approving authority.
High groundwater evaluation determined by:
Peter M. Mirandi, R.S. 05-22- 03
Evaluator's Name(type or print) Signature Date of evaluation
C. Explanation
Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be
completed)
1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible:
insufficient area
2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible:
expense
3. A shared system is not feasible:
no neighbors to collaborate at this time
4. Connection to a public sewer is not feasible:
Not available
form 9-A•rev.5/02 Application for Local Upgrade Approval* Page 3 of 3
-- Massachusetts Department of Environmental Protection
Bureau of Resource Protection —Wastewater Management Program
Form 9A - Application r O
Required by 310 CMR 15.403(1)
5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the
appropriate boxes):
® Application for Disposal System Construction Permit
® Complete plans and specifications
❑ Site evaluation forms
❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines.
Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2).
❑ Other(List):
D. 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 deliberate violations."
September 14, 2003
F
acility Owner's Signature .. ,- Date
Sam Narayanan
Print Name
Peter M. Mirandi, R.S. April 28, 2003
Name of Preparer Date
30 Washington Street Danvers
Preparer's address City/Town
01923 973-774-3.001
State/ZIP Telephone --
NOTE: 310 CMR 15.403(4) requires the system owner to provide a copy of the local upgrade
approval to the appropriate Regional Office of the Department of Environmental Protection, Bureau of
Resource Protection, Division of Watershed Management, upon issuance by the local approving
authority and before commencement of construction.
form 9-A•rev.5/02 Application for Local Upgrade Approvals Page 4 of 4