HomeMy WebLinkAboutSoil Testing Results - 35 MARIAN DRIVE 7/27/2011 TOWN OIL NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
14EALTH DEPARTMENT
tia
1600 OSGOOD_STREET- BUILDING 20; SUITE 2-36
NORTH TTS 01845 �ssacai R�
Susan V.Sawyer,REHS,RS 978.688.9540—Phone
Public Health Director JUL 978.688.8476—FAX
healtlhdept(townofilorthandover.com
IrOWN OV t40KT(4 ANI MPh wwvw.townofiiorthandover•.com
HEALTH®EPAE""'F" 'f
APPLICATION FOR SOIL TESTS
DATE: . 7-7-3 — 11 MAP&PARCEL:
LOCATION OF SOIL TESTS: H"6,PmA K)
OWNER: .l„tc-10 K) t V��J`� 2 Contact#: a��3T�f7�— e96 �� y
APPLICANT:_ C� ��,% Contact#:
ADDRESS:
ENGINEER: ��� i� 1 �I�E v(� �1 Contact#: 4-- 7Lj° jam
CERTIFIED SOIL EVALUATOR:
Intended Use of Land: Residential Subdivision (Single Family Home)) Commercial
Is This: Repair Testing:O' Undeveloped Lot Testing Upgrade for Addition:
In the Lake Cochichewick Watershed? Yes No
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM
Proof of land ownership(Tax bill,or letter from owner permitting test)
➢ 8.5"x 11"Plot plan&Location of Testing(please indicate test nit sites on the Plan)
Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and
two percolation tests required for each disposal area. Fee of$360.00'per lot for repairs or upgrades.
GENERAL INFORMATION
Only Certified Soil Evaluators may perform deep hole inspections.
➢ Only Mass.Registered Sanitarians and Professional Engineers can design septic plans.
At least two deep holes and two percolation tests are required for each septic system disposal area.
Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH
representative.
➢ Full payment will be required for all additional tests within two weeks of testing.
➢ Within 45 days of testing,a scaled plan(no smaller than 1"-100')shall be submitted to the Board of Health
showing the location of all tests(including aborted tests).
➢ Within 60 days of testing soil evaluation forms shall be submitted.
Please Do Not Write Below This Line
N.A. Conservation Commission Approval Date: /
Signature of Conservation Agent:
pu
Date back to Health Department; (stamp in):
WATTS
BENCHMARK;SPIKE IN TREE REGULATOR
103- ` ELEV.103.66(ASSUMED DATUM)
N83°41'00"E
-N89°09'30"E'^-
50.00' / 188.87' S89°14'30"E
40 MIL IMPERVIOUS BARRIER
102 VENT ar TP2 SHED 26,35
02
TPVC FORCE"0.', 35 MARIAN DRIVE
//'ASSSESSoRSMAp107C,L0T43
iWOGALONMONO'4 44,080±
102 _ PUI.OP CHAMBER S'F' /
QEO 1500 GALLON A'dOLTMIC 0j /
106 SEPTIC TANK
4g —uva _._._ _.__ __104 8 OUTLET
l' DISTRIBUTION
102 Box ;O I Z\ CONTRACTOR TO GRADE
LIMIT of SAND _ `
,VSEE CONST NOTE 11) YARD TO DRAIN
n '.&
�'�p 1{ APPROXIMATE LOCATION
INSPECTION PORT I
F OF EXISTING SEPTIC TANK
'OLA i
S Y -- DECK. /
ST ,n
� 0
EXISTING
1 \ DRY WELL BEDROOM HOUSE
<� BEDROOM HOUSE
1 \ BILL ELEV.103.76
.........................::.:::.
...............................
/ 1
1 � /
PRESSURE
WATER SERVICE
— 100 —
270.00'
—S85°00'00"W—. /
MARIAN DRIVE
I CERTIFY THE LOCATIONS,ELEVATIONS,AND TIES SHOWN ON THIS PUN RESULT FROM AN ACTUAL SUM
THE GROUND,
elleChiaie, Pamela
From: Randy Burley[rburley @millriverconsulting.cam]
Sent: Wednesday, August 10, 2011 3:17 PM
To: 'Daniel Ottenheimer'; Grant, Michele; 'Isaac Rowe'; 'Marianne Peters'; DelleChiaie, Pamela;
Sawyer, Susan
Subject: 35 Marian Dr.
Attachments: 35 Marian Dr Soils 8 10 11.PDF
I have attached the soil results from today.
We had a favorable official perc rate of 20 min./in.
I say favorable because it changes the loading rate from the sieve rate they had of 0.15 gpd/s.f.to 0.53 gpd/s.f.
Still a high water table but a much better loading rate to work with.
Tandy Burley
Project Manager
Mill River Consulting
6 Sargent Street
Gloucester, MA 01930
Ph 978-282-0014
Fx 978-282-1318
ww mtllrivereon,ulti1 0rr�
:burleyC<>r rt]l►ivet ctns Ltltit g.c,crr3
Please note the MasSachUsetts Secretary of State,':office has determined that most emails to and from municipal offices and officials are public records.F-or more
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APPLI CATION FOR SOIL TESTS
DATE: _ c MAP& PARCEL: /'Q Aw 7
LOCATION OF SOIL TESTS. g"ri
OWNER: Contact#.
APPLICANT: �) Contact#
ADDRESS: «
ENGINEER: Contact `7 /0'
CERTIFIED SOIL EVALUATOR: IdMIA
Intended Use of Land: Residential Su ivision ngleFamiI Home Commercial
IsThis: Repair Testing: r,' ndevela ed Lot Twin g U pgrad e
for Addition:
In the Lake Cochichewick Watershed? Yes No l
THE FOLLOWING MUST BE INCLUDED WITH THISFORM
Proof of land ownership(Tax bill, or letter from owner permittingtest)
8.5_x 11__Plot plan & Location of Testing(pleaseindicatetest pit sites an the plan)
Fie--o—f$425.00 per lot for new construction. This covers the minimum two deep holes and
two percolakion tests required for each disposal area. Fee of 360.00 per lot for repairs or upgrades.
GENERAL INFORMATION
Only Certified Soil EvJuators may perform deep hole inspections.
Only Mass. Registered Sanitarians and Professional Engineers can design septic plans.
At lean two deep holes and two percolation tests are required for each septic system disposal area
Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH
representative.
Full paymentwill be required ford additional testswithin two weeks of testing.
p Within 45 days of testing, a scaled Pan(no smaller than 1_-100 shall be submitted to the Board of Health
showing the location of all tests(including aborted tests).
Within 60 days of testing soil evaluation for ms shall besubmitted,
Please Do Not Write Below This Line
N.A. Conservation Commission Approval Date:
Signature of Conservation
Date back to Health Department: (stamp in):
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