HomeMy WebLinkAboutSoil Testing Results - 34 RALEIGH TAVERN LANE 2/22/2013 a•
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APPLICATION FOR SOIL 'TES'T'S
1�VVN a�1 NO�111 NIII�� )VEII3
DATE: �.� . . „ MAP&PARCEL: i 1551 &V 1�,�u�� V w k ����k�Na'
LOCATION OF SOIL TESTS: K&LIE 1 6 1"I AJ
OWNER: @trj �Ia( PBi;J�Contact#:
APPLICANT: K/D ((i 110 Contact#: G,—?
ADDRESS:
ENGINEER: kl r wl 1: � ., N �;� � a?Contact#
CERTIFIED SOIL EVALUATOR:_31i'(" r-12,
Intended Use of Land: Residential Subdivision �'"Si �e Family H me Commercial
Is This: Repair Testing: 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)
)0, 8.5 11x 11”Plat plan&Location of Testing(please indicate test pit 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
)O� Only Certified Soil Evaluators may perform deep hole inspections,
Only Mass,Registered Sanitarians and Professional Engineers can design septic plans.
Y 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.
1ol Full payment will be required for all additional tests within two weeks of testing.
)I;, 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 D ete:
PP f w----
Signature of Conservation Agent. , - :�'� , t �;"�� IA
Date back to Health Department: (stainp in):
North Andover MIMAP February 22, 2013
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-°MaJor Roads Horizontal Datum:MA Slaleplano Coordinate System,Datum NAD81,
Roads Meters Data Sources:The data(or Ihis map was produced by Merrimack
%AORTH Valley Planning Commission(MVPC)using data provided by the Town of
Cn Easements bQ dy 4M n q�4Y Neith Andover.Addili net data provided by fire Executive Office of
MVPC Boundary
b Y e�o Environmental Affairs/vl—GIS,The tn(onna mn depicted on this map is
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for planning purposes only.It may not he adequate for legal boundary
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A definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER
MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING
{t $ THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY
11 `i c p OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT
N ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF
Aoq�Yetl;,pa`"�y THIS INFORMATION
'q'ACHUS A
1" 132 ft {�
'renroliltev,I.I.C.
Slurbridge,NIA 01566
Terral oA
rok (508)347-5508
(877)347,7263
n rM Fox:(508)1349'9857
March 21,2013
Bill Dufresne
Merrimack Engineering
66 Park Street
Andover,MA 01810
RE: Particle Size Analysis (Alternative to Perc Test)
34 Raleigh Tavern Ln., N.Andover, Mass.
Dear Bill:
Below are the results of the particle size analysis from the sample submitted for the above referenced
property. The analysis was performed utilizing the hydrometer method of Gee & Bauder (1986) in
Methods of Soil Analysis, Part 1. Physical and Mineralogical Methods 2nd Edition.
Sand Silt Clay
(2.00 to.05mm) (05 to.002mm) (<.002mm)
Portion Passing 84 5% 13.8% 1.7%
#10 Sieve
USDA Sail Textural Classification: Loamy Sand
MA Section 15.243 Soil Classification: Class I
Based upon the DEP's Title 5 Altemative to Percolation Testing Policy for System Upgrades,the following
effluent loading rates apply:
Un-compacted Soil 0.66gpd/sf
Compacted Soil 0.15gpolsf
Should you need additional information, or require further testing services, please do not hesitate to
contact our office.
Sincerely,
\A tnv-`( A
Mark Farrell,Soil Scientist
RMENNIENEMNOM
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Blackburn, Lisa
From: Dan Ottenheimer[dano @millriverconsulting.com]
Sent: Monday, March 18, 2013 12:35 PM
To: Sawyer, Susan; Blackburn, Lisa
Cc: 'Pam Lally'; 'Isaac Rowe'
Subject: soil test, 34 Raleigh Tavern Lane
Attachments: 34 Raleigh Tavern Lane Soil Test 3-14-13.pdf
Susan, Lisa—
Attached are the soil test results for the test pits performed at this property last week. Water table and standing water
was high and since this is an upgrade the soil evaluator took a representative sample for sieve analysis instead of
performing a percolation test.
Let me know if any questions.
Thanks,
Dan
M '11 River
consulting
Daniel Ottenheimer, President
Mill River Consulting, Inc.
6 Sargent Street
Gloucester, MA 01930-2719
978-282-0014
fax: 978-282-1318
www.millriverconsultin
dano cr,millriverconsultin .com
Member: Yankee Onsite Wastewater Association, Massachusetts Environmental Health Association, Cape Ann Chamber
of Commerce, Gloucester Rotary Club, New England Water Environment Association, Cape Ann Referral Group
Please note the Massachusetts Secietary of State's office has determined that most emails to and from municipal offices and officials are Public records.For more
information please refer to:htti)://www.sec.state.ma.us/pre/preidx.htm.
Please consider the environment before printing this email
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Blackburn, Lisa
From: Blackburn, Lisa
Sent: Wednesday, February 27, 2013 10:10 AM
To: Dan Ottenheimer; Isaac Rowe; Pam Lally
Cc: Sawyer, Susan
Subject: 34 Raleigh Tavern Lane
Attachments: 20130227093923526.pdf
Good Morning Isaac,
Please schedule a soils test with Merrimack Engineering for the attached address. Thank you.
Lisa Blackburn
Health Department
Town of North Andover
1600 Osgood Street
Suite 2035
North Andover, MA 01845
Phone 978.688.9540
Fax 978.688-8476
Email lblackburn @townofnorthandover.com Web www.TownofNorthAndover.com
-----Original Message-----
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Sent: Wednesday, February 27, 2013 9:39 AM
To: Blackburn, Lisa
Subject:
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Scan Date: 02.27.2013 09:39:23 (-0500)
Queries to: noreply(@townofnorthandover.com
Please note the Massachusetts Secretary of State's office has determined that most emails to
and from municipal offices and officials are public records. For more information please
refer to: http://www.sec.state.ma.us/pre/preidx.htm.
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