HomeMy WebLinkAboutCorrespondence - 1500 FOREST STREET EXT 7/28/2005 ..... ..,,, ,.,.,_..........................................—........ ....�.. ....." ..__"_,__„........................... ..........o.....000............ ........................... ... ....
NEW ENGLAND ENGINEERING SIERVICES
July 28, 2005
Mrs. Susan Sawyer
North Andover Board of health ® ,-
400 Osgood Street R E”"'
North Andover, MA 01845
Jlt 2 8 2005
Re: 1500 Forest Street Extension, North Andover, MA `'FAH AL I i I�IF) P I,I;F� i a1��iI h
Septic System Design Plans - REVISED .. .. e.m. . �... ....., m ........._ u
Dear Mrs. Sawyer,
The following plans for-the above referenced property are being submitted for approval.
1. (3) Copies of the REIVISED Septic System Design Plans.
Revisions to the enclosed plans consist of lot line changes to the rear and West lot line only. The
system was previously located on the abutting lot to the rear of the subject property in a proposed
eascrnent area. However, since the original plan submittal an ANR (Approval Not Required) plan
was executed swapping the proposed easement area with land on the West side of the subject
Property with the abutter. Therefore, the septic system is now located on the subject property.
Please contact this office, with any questions or concerns.
Sincerely,
Steven E. Pouliot
Project Engineer
60 k:3CJECHw(:7C; D DRIVE •NMR1"H ANDOVER, WeiA 01845—(978)686-1'768—(888) 359-7645.. FAX(978) 685-1099
TOWN OF NORTH .ANDOVER °f NO RTN
Office of COMMUNITY DEVELOPMENT AND SERVICES ar °� °°0
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845 cHUSetc`�
Susan Y. Sawyer, REHS/RS 978.688.9540—Phone
Public Health Director 978.688.8476- FAX
June 28, 2005
Lisa&John Myers
1500 Forest Street Extension
North Andover, MA 01845
RE: Subsurface Sewage Disposal System Plan for 1500 Forest Street Extension, Map
10513, Lot 4,Map 104B, Lot 115
Dear Mr. & Mrs. Myers
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 June 13, 2005 and received by this office on June 13, 2005.
The design has been approved for use in the construction of an upgrade 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.
This approval is subject to the following conditions:
1. Since the location of the new leaching field requires an easement for the purposes of
access for construction and maintenance, an easement as depicted on the design plan must
be recorded at the Registry of Deeds prior to issuance of a Disposal Systems Construction
Permit.
2. 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)).
3. 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.
4. The plan does not call for installation of a septic tank effluent filter but one is
recommended. Please be advised that only certain brands of filters are permitted for use
in Massachusetts and each is required to follow certain approval criteria. Your designer
1500 Forest Street Septic Plan Approval Pagel of 2
or installer should work with you to assure a licensed brand is selected for use, if you
choose to install one.
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,
S san Y. Sawyer,IEHS/RS p
Public Health Director
encl: List of licensed septic system installers
cc: New England Engineering Services
file
1500 Forest Street Septic Plan Approval Page 2 of 2
,� .. ..o.......o ..........................................................................................................v..."...—..........o. ..........._........ ...
NEW ENGLAND ENGINEERING SERVICES
CEIVED
Tune 13, 2005
,JUN '. 3 2005
Susan Sawyer TOWN OF NOR"w"HANDOVER
North Andover Board of Health - -
400 Osgood Street
North Andover, MA 01845
Re: 1500 Forest Street Extension, North Andover, MA
Septic System Design Plan Submittal
Dear Ms. Sawyer,
The following plans and enclosures for the above referenced property are being submitted for
approval.
I. (3) Copies of the Septic System Design Plans.
2. (2) Copies of the Form I 1 Soil Evaluator Sheets.
3. (2) Copies of the Form 12-Percolation Test Sheets.
4. (1) Copy of Septic Submittal Form
5. Check for the Town approval bees.
The septic system design is located on the adjacent lot, to the rear of the aforementioned
property. An easement plan is currently being drawn up and will be submitted to the Board of
Health at a later date. Any approval of the plans will be subject to the property easement being
drawn, prepared, and recorded.
Please contact this office with any questions or concerns.
Sincerely,
Thomas Hector
Project Engineer
60 BEECHWOOD DRIVE-NORTH ANDOVER, MA 01845..(978)686-1768-(888)359-7645- G`AX(978)686-1099
Town of North Andover
HE ALTH DE PARTME NT
Ru
27 Charles Street
North Andover,MA 01845
978.688.9540
hea[tit dep orvno northandover.coin 10y/VN(A Ito.) �N° ��� Oy/ R
�-��..,�� -1 d �rEF°A( F F,r E gar
SEPTIC PLAN SUBMITTAL FORM
DATE OF SUBMISSION: //3
3/G�
SITE LOCATION: 15—oo 626ML / ;kZ &Kfft AUQV '-
ENGINE ER:
C
NEW PLANS: YES225A0/Plan Check#:
(Includes P EW and one Re-Review Only)
REVISED PLANS: YES $75.001Plan Check#:
SITE EVALUATION FORMS INCLUDED: rYES% NO
LOCAL UPGRADE FORM INCLUDED: YES NO
Telephone#: / °fir '� " Fa%#: l , t � ' /0
� _
E-mail:
HOMEOWNER N +: tArt aoi w �t j
OFFICE USE ONLY
When the submission is complete(including check):
1. "'Date stamp plans and letter
2. _Complete and attach Receipt
3. 'opy File; Forward to Consultant
4 Enter on Log Sheet and Database
�' f+ RM lt.o SOIL EVALUATOR FORM
Page I of 3
EA I H 11,1 IN t I f'0k.E NJ
Date: 13 e .5®
Commonw alth of Massachusetts
ArA rac 0,-.I,er ,, Massachusetts
Soil Suitability Assessment for -site Seivage Disposal
Performed By: 1�r!�,.... �....... .,. ,................. Date: 9
Witnessed By: .... ! ...rep„?..../ ....... .C. t�.t..-�.�t..�.,/.441..... .o-c
Location Address or /,5'®0 T-ores.� 4 G%°I°Ms1 Owner's Na-. .i G1h,n er,5
La(/ ® � y p Address.xrd / y
/�)o ' \ 1�r dko-jer,MA Telephorc r i ®�! P' '(���
Boy: 01 /vl C>
ew construction ❑ Repair (9.7 ) 887 m 15a,9
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published Publication Scale •..Sy.8,Y0 Soil Map Unit J`'!.,S_. ,
Drainage Class W�.II...... Soil Limitations / .o .tt� ' e�. :... .�D.w.....7'�.PYI��t�4.�.�_i. ........._....... _..
Surficial Geologic Report Available: No dEr Yes ❑
Year Published _............. Publication Scale
GeologicMaterial (Map Unit) .........................................................................................:.................
......._......,............... _. ...._...:
Landform ................................................................................................:.....................................................................................:....... _......,.a_...,
4
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑Yes
Within 500 year flood boundary No ❑Yes ❑
Within 100 year flood boundary No ❑Yes ❑
Wetland Area:
National Wetland Inventory Map (map unit) t....................................................................:...._...,...._.._..
Wetlands Conservancy Program Map (map unit) /V ....................................................:............
.......__. ...
Current Water Resource Conditions (USGS): Month / .
Range :Above Normal PINorma! ❑Below Normal F1
Other References Reviewed:
DEP APPROVED FORA1-12/07/95
;FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot i�o. I$®o a !%X4 , ,�,of � "er
On-site-Review
/q� $ •
Deep Hole Number .:::.: Date:..:. ..::. Time:.:: DOO
� Weather uMl.: ........:.:.:..
Location (id ntify on bite plant
` o 0
Land Use :. 4'.S; !�' lAl.:::::..::...-1, Slope (%) .. :.:�a.. Surface Stones ,..:.: :.:/ _....::. .::.::..::..... ...::.
Vegetation ., .
Landform A�(N►AR . : ..:...::::...::..::...:...:
Position on landscape (sketch on the back) .. ..a- C.—.
Distances from:
Open Water Body :. ..:... feet Drainage way,6T,0— feet
PossibleMet,Area :.> 0....::: feet Property Line .:.vo2:..,.::. feet
Drinking Water Well �.�3N.:.,,.:, feet Other _:... .v:...:.,:..:: ..,..:
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil
. Text Soil r nln} Soi!Surface(Inches) (USDA) (Nunsel Mottling ,",•"�'
(Structure,Stones,Boulders,Consistency, %
Gravel)
)OYR��)
qIy IoYRSI3
302 1Q� Cd L 5 ��3 ao°,(a cb665
l04'o &-Meek
TT EVERY PR6POSED DJSrUZiAL A
Parent Material(geologic) -M,t DepthtoBedrock:
Depth to Groundwater: 'Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Grbund Water: n
DEP APPROVED FORM-12107/95
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. 1500 F-0cesf 90 f, yer
On-site Review
Deep Hole Number Date:..:.6 ,,q/OS Time: Weather
tM t gD,....
Location (identify on site plan) ....Reap
Land Use :.:.. e.�
. 1_. O`"mk Slope (%) °f a Surface Stones
rt
Vegetation . Q .a. ,�/ .... . :..: .:..:......::..:...:::.......:.....::.:: :..:...::. ..... .:.. :.
Landform ...C?MP!1�c�.:.:1"tAr.cttl►�
Position on landscape (sketch on the back) ... ..��,
Distances from:
Open Water Body : Sod.,... feet Drainage way: 4,.,. feet
Possible;Wet Area :5 :.: feet Property Line .:.::IS...:„ feet
Drinking Water Well ::L 1,?- feet Other
DEEP OBSERVATION HOLE LOG`
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency, %
Gravel)
ioyiz
. —a 16YR
l oya 13 109'0 `c ues
L_ 5 3YjI'� qf3 JO 46 e-o6b,3
N
Parent Material(geologic) r1n'm0nr-4 7,11 DepthtoBedrock: "17
� � t t
Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Water: 9 .
DEP APPROVED FORM-12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
�- I A/ _r r �I y diet
Location Address or Lot No. /� to!'oSf c`�fi �X`��t5�on D �`{L�►
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole................... inches
❑ Depth weeping from side of observation hole..........._..... in hes
Depth to soil mottles incheboto (0111165 e� 3z" TPa-6t9�aS aq
❑ 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 aJI areas
observed throughout the area proposed for the soil absorption system? e
If not, what is the depth of naturally occurring pervious material? "—
Certification
certify that on,O✓ l ?Q.S' (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 C Date
DEP APPROVED FORM-12107195
Commonwealth of Massachusetts
City/Town of A)®W\ "'4er
Percolation Test
,c
Form 12
M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
Important: A. Site Information
When filling out
forms on the John Myers
computer,use
only the tab key Owner Name
to move your 1500 Forest Street Extension
cursor-do not Street Address or Lot#
use the return MA 01845
key. North Andover
City/Town State Zip Code
Q _ (978) 887-9529
Contact Person(if different from Owner) Telephone Number
B. Test Results
enan
6/9/05 9:07
Date Time Date Time
_—
Observation Hole# PT1
37"/14"
Depth of Perc
9:07
Start Pre-Soak
9:22
End Pre-Soak
Time at 12" 9:22
9:49
Time at 9"
12:21
Time at 6"
32 !;
Time (9"-6")
Rate (Min./Inch) 11 MIN/INCH
Test Passed: ® Test Passed: ❑
Test Failed: ❑ Test Failed: ❑
Benjamin C. Osgood, Jr.
Test Performed By:
Andrew McBrearty Mill River Consulting
Witnessed By:
Comments:
t5form12.doc•06/03 Pere Test•Page 1 of 1