HomeMy WebLinkAboutCorrespondence - 45 CRICKET LANE 7/14/2007 r INC
3 ...... ..,, .,.mmmmm wwvwvnwwwvw.w.wwm....vmww ...W....��.... ,,.., .........................................................,.... . ... .,.
, 1600 Osgood Street
Building 20 Suite 2-64
North Andover, MA 01845
Tel: (978) 686-1768 4 Fax: (978) 327-6138
www.neengineeriiiginc.com November 14,2007
Susan Sawyer
North Andover Board of Health
1600 Osgood Street
North Andover MA 01845
wt° �
Re: 45 Cricket Lane,North Andover � T `�
Septic system design
Dear Susan:
Enclosed are 5 copies of revised plans for the above referenced septic system design.
Changes have been made to address comments in your E-mail we received Tuesday,
November 13. The changes/comments are as follows:
1. General note#6 included a note indicating the dwelling is not serviced by a
foundation drain.
2. An infiltrator end connection detail has been added to the plan to clarify.
3. Test pit log label for tp2 has been corrected.
4. General note#12 has been added to explain the reason for a bed design in lieu of
trenches.
If you have any questions, or need additional information, please do not hesitate to
contact this office.
Sincerely,
' C r
Benjamin C. Osgood, Jr., P.E.
President
wavy
e �
� ra.�'a�4.eca�1•
Health Department
November 13, 2007
Mr. Melvyn Robbins
45 Cricket Lane
North Andover, MA 01 845
RE: Wastewater system Plan for 45 Cricket Ln, Map 107A, Lot 219
Dear Mr. Robbins,
The North Andover Board of Health has completed review of the onsite wastewater treatment
and dispersal system design plans for the above referenced property submitted on your behalf by
New England Engineering Services dated October 12, 2007 and received by this office on
October 23, 2007.
The design has been approved for use in the construction of a replacement onsite wastewater
system. This plan includes an approval of a local upgrade approval for the reduction of the tank
outlets to be less that 12 inches. But greater than 1 inch from the estimated ground water table.
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.
The time period for which this plan is valid is reduced to two years from the date of an inspection
of the current wastewater system which did not meet the acceptable criteria in the state
regulations. The time period for which this plan is valid may be reduced by the North Andover
Board of Health in the event an imminent health problem such as sewage backup into the
dwelling is occurring.
This approval is subject to the following conditions:
1. Please be advised that this plan includes the installation of a new foundation invert and
therefore a plumbing permit should be pulled and the work should be done by a licensed
plumber.
2. beep the attached Form Rb for your records
1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1
Building 20;Suite 2-36 E-Mail: haafthdept @toumofnorthandover.com
North Andover,MA 01846 Phone:978.668.9540 Fax:978.688.8476
3. 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)),
4. It is the responsibility of the applicant and/or the applicant's designer, 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.
5. The plan does not call for installation of a primary(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
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 onsite wastewater treatment and dispersal system
for your property is greatly appreciated. The Health Department may be reached at 978-688-
9540 with any questions you might have.
Sincerely, i
us n Y. Sawy , RE S/RS,
f Public Health Director
encl: List of licensed installers
form 9b
ce: New England Engineering Services
Idle
commonwealth f Massachusetts
CityrTown of
Local Upgrade Approval
Form 9B
IM P has provided this form for use by local Boards of Health if they choose to do so.
The Local Upgrade Approval is to be Completed by the local Board of Health and a signed copy provided
to the system owner.
. Facility y Information
-
r�:
filftV out 1. Facility Name and Address
(Onm on the Melvyn Robbins
uter,ume —_----
only the tab key Name
to move your 45 Cricket Lane
amsor-do rrrot Acr ------- _
use the rdurn Street
key. North Andover MA 01545
City/Town �__--- state Zip Code
G 2. OwTier Dame and Address(if different hom above):
16AName -------- ---- `—._ street Address
City/Town ^-- — --------- - State
Zlp Code Telephone Number
3. Type of Facility(check all that apply):
0 Residential El Institutional El Commercial El School
4. Design flog per 310 C R 15.203: 440 —
Wd
5. System Designer Ben Osgood,Jr PE RS
Name
1500 Osgood St North Andover 01545
Address Ckyy/Town state,ZIP
B. Approval
1. Local upgrade Approval is granted for
El Reduction in setback(s)—specify;
El Reduction in SAS area of up to 25%: SAS size,
ay,ft. 96 reduction
45 Cricket Ln form 9b 11 A3,07•rev.7106 Local Upgrade Approval-pproval•Page 1 of 2
Commonwealth Massachusetts
lugCity/Town
Local Upgrade Approval
Foffn 9B
B. Approval (continued)
[j Reduction in separation between the SAS and high groundwater:
Separation reduction tt
Percolation rate minAnch
Depth to groundwater ft
Relocation of water supply well(explain):
Reduction of 12-Inch separation between inlet and outlet tees and high groundwater
(� Use of only one deep hole in proposed disposal area
Use of a sieve analysis as a substitute for a pert test
List local variances granted not requiring D P approval per 310 CAAR 15.412(4):
List variances granted requiring DEP approval:
North Andove�h DErpt
Approving Authority —�-
Susan Sawyer, REHS/RS Nov. 13,2007
Print or Type Name and Title / Igneture Date
45 Crtct«t Ln form 3b 11.13.07 a rev.7106 Local Upgrade Approvals Page 2 of 2
i'( �"f 7 O N(Mkt 11 I °�'7 i�t p�"a I# � „ a;r E
tttti t of' 0 A1' �V1i ",,F� '� I)i.. i � ��PAIV�`,„� 1 A ��I �,lI:'1,0� ��t � ° �w
Y
p�0 ��r�pk q� g 4 qp
-��{ 94 I...' ff Y�1 1)1 4 il„ ..�@ 1 f7 v 5 tt
n 2,'16
w4
0R H I A NJ 1)0 1 R. 11.1,,.E;A(.II JS EI FS 018 :
Public HeMtli Diredor e .x�itt
141 13S l I _: hl���: �,w�n�i��7(k�c�i_t.fa.ui�luoo corll
SEPTIC PLAN SUBMITTAL, FORM
Date of Submission: )(_ ;; '� �'fJ(.d r�
Site Location: �� �V���k = e A._0 "n fm
Engineer: / /
New Plans? Yes t- $225/Plan Check# (includes I” submission and one re-
review only)
Revised Plans?Yes $75/Plan Check #
Site Evaluation Forms Included? Yes L No
Local Upgrade Form Included? Yes f No
Telephone #: G� ' r` � Fax
a
E-mail: '.S�"t�,c ' /`wei,2C/�
l.. J
Homeowner 6111�
Name: ! �
OFFICE USE ONLY
When the submission is complete (including check):
Y „ �/ Date stamp plans and letter
� Complete and attach Receipt
r Copy File; Forward to Consultant.
Y ' Enter on Log Shect and Database
O 0
E
z
'0
CIJ
E
0 E
Cf)
Q) (D CL
C6
0
0 E CL
-0
a) M
U) (D _0
0
(D
U)
W
C) 0 C,
(1) M 0
co .2 0 (1)
CU c>u — '
V) C)
0 4 L)
tzf3 0
CD
E E
-r- 0 CD z m m z C:
(7 fY1 N E
j=� 0
C>
0
U)
0 C) �,2 2
V) 2 V)
4-1 0) O 0
U)
E
-E
❑2 E E 0 0 E -j
_0 z z Z) E
14 0 m
E Co 0
U) M V) U-
V) CL
C 0) 0) 0 0 0- LU
o 0- z P41 ❑ m Q
.y Z)
U) 2
=3 V) V) 0- E
0 0 Kj
(D ❑
0- 0
CO
0) El 0
(D CL>- >,
V) Q)
1 -
C:
0 Q) 0 >
co
>1 70 -0 C: 2!
4-1 :3 r_ 7C3
-0 Q)
Q) 7p 0 0 V)
V) -0 C:
> r_ > n
:3 0 0 m M _0 _0
C) 0 0
0 CD- m v 0 0- 0 0 U)
-C,3 -0
0
E co 0 z a)
(1)
0 (D
E 0 0)
. 1(�-) -Fo C:
U) m n 0 m CD CD
L— 76
0 .&
U) LD D LO
0 -92 - (D CD
0 Lo
C 0 O Q) ip
> _0 <
E 0 E E�2 0 -0
> �E
z rr, 0
C:
E to- -0 -0
m 0 t-- - ! (1) I_- <
0
-0 0
LL M m D 0
LL IL
o -c- -0
:3 LL 0 0
V)
Lti
E
L
o
o N
m co m m
a
N Q m O ❑ a_
N
Z N
y° O
V) ti ❑ L o
® L
W m Q
E ! >-
❑
° N 0
Z a c U Q)
(1) 0 U)
cr-
El
-a
0 a ID LL
R co
Z a� ` a�
> o e N
�° o o O _° a
C-
N
� 4v �°�' ❑
m
0
Q� N ) (n r
L O L
' (D LL
Q
0
V -Z5 L
T
3
® CO 'O m
U o m o o m
c 3 t11 m O
1 Z771 aj
7 U y o ai N c-z E m a
Q ° O c
Q m C� a E
® O J N c6 > >-
O ® N Q O "= w
U U LL o (3 ® N C6 v ui
ii co r�
t PtiR
a�
0
U
o
G Y ch
O
U ',...
0 N
CL
O
�q N
V)
U O
L �
�ryq� Q
`v
L
P�
td d O C
E E O U)
0)? V C-6 O
Li >
O L )
j 0 o �
� 0 L �'
d
4- 7
� ®
`o
LL
a
r � w
L
LL
CL
t!) U
V ® o E U 14)
•9 v °-
a x r
a w
o
O
O - o 2
p cry U ' a ® Z1
U U LL
- o `m
(n O .N ? O
Q iii O
(D L
U O
N U)
cu
.l N Y
C 0 N
El °
O N
O � m
N �
O
_ O
0
G) w° U)
C13 ci
c
l ..Q
Q
> c7 n ❑
w°' — c
T
+ J 7 �
0 Q
LU
O
cS p Q p N d
A—J ® U
O
"` ❑
JFt 0 a2i ® �
® U y m i1 =
® ® CL ❑ }
06,/
4 p
° a o � v p p
to c CO co M a
O ° o D @ C)® L c co
° �°° io U ° c
U U LL
= N
G,c
twst tR
a�
s
0
r
0
Ln
U O
C � m
�U N
O O
N
V) O cn
® CL
0
N
- C 3
O U O
C
N
Vd a d 0 O
O
U
``y m
6 _ can
> Q
uo
U (� n
M (!1 V r
E
U-
C�qq w
'v/ U
4® v) O �
L
V/ y
a E
o
eG � o.
® '® J
Z x � c
O a2 y M
C O
L C
E t p cn U 0 ,6 Wl
U U LL
U - Oar o
O o -j
J
O
0 CD
O (�
0- N 9 CD
CD O
C
M
c
c) @
o cr w
O i EL C
@ F
a
c CD °
L�yb. J p C (D
C C)
V/ c c (D
�r/ (D
m m m m Q) O c ° (� 3
W r n
to Q W ® `o in
to
C C (� w
Q Q Q Q m `�G7 O W C:
c
O .o
c� N ® (
O O N 6 o O Q
O O N C t r O O �m Y
p •C '6
O
® fl ( a
O O � CO @ (9 6 .o
(o ` ° E C O
(n U) C O
O Q .Q (6 C r
U N L C
O L + 6 C Q O C
(� '° (n O Q p c Q
C�q cu E x N p Z �' O 3 @ 0..
W
am O 2 °
® m Q)
L- C N _ (� (� p
0 2: Q N Im a� U) m (n
O + p O — C T3
L +C U)
O
Wr 0 0 q� L � U) Q V) _0
N ❑ ❑ LJ ❑ ® O O C p @ p °
co O O_
ms/ ® •� 0 cn ° C
O®� f� E Q U) ® a w z
E p ®
U U LL
I C�
NSL iC1M1
r
0
r
m
W
d
V
V) o
0 Ul
0
cz
m
3
a�
O
� o
c
0
G E
_ N
V)
m
i V)
Q
Q
® (A
0
P
P
E
O
�+
LU
W
E
CD
cz VI
co
cz
4- -�
E ° L
E � °
o O
U U L .
Commonwealth of Massachusetts
City/Town of IVoR CH Avoo yr
Percolation Test
,G
Form 12
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:
When filling out
A. Site Information
forms on the
computer, use Melvyn Robbins
only the tab key Owner Name
to move your 45 Cricket Lane
cursor-do not
use the return Street Address or Lot#
key. North Andover MA 01845
City/Town State Zip Code
Q
Contact Person(if different from Owner) Telephone Number
,ems B. Test Results
10-5-07 10:00
Date Time Date Time
Observation Hole# PT1
Depth of Perc 30"718"
Start Pre-Soak 10:20
End Pre-Soak 10:35
Time at 12" 10:35
Time at 9" 10:52
Time at 6" 11:15
Time(9"-6") 23 minutes
Rate(Min./Inch) 8 min./ inch
Test Passed: ® Test Passed: ❑
Test Failed: ❑ Test Failed: ❑
Thomas Hector
Test Performed By:
Armond Parrazzo, Mill River Consultants
Witnessed By:
Comments:
t5form12.doc•06/03 Perc Test•Page 1 of 1
T��VVN ()!' N()RlH
()KiceofC0|� y�UN| 7\ |)EVE[OPk8LN7AND �ERV\{�E�
'YT�X�@T
|(8OO�Y�O!)U �T�EET 8U�i O|NQ 2�� SQ�TE 2-�O
o?Do|/x1|U4 l� [��L�xr
w`+vic*no|n�iham/nvn/cmm
App[|C/\TI8N FOR S1l[ TESTS
DATE KAAP& K4RCEL�
LOCAT|ON0FSO|L TESTS:
�VVNER�
Contact 2.2
APPLICANT: S Contact it.
ENGINEER: Contact It. -72 &1-
CERTIFIED SOIL EVALUATOR:
S P 14 2007
intended Use of I-and: Residential Subdi ision
IsThia Repair Testing: Undeveloped Lot Testing: Upgrade for Addition: TOVIINOFNt_�11,11-iANDOVFF
|n the Lake Cuon/onew/oxWatershed? ,c^ .`"
--------- ----� i
THE FOLLOWING MUST BE |NCLUDEDWITH TH|8FOHM |
'
> FYmfoy |and own ership(Tm/h||.or|ettor from owner permittingtest)
> Fee c4$Lb/PQper lot for Ie��unn�rum/on /mowovmntnn minimum two ue�holes and
�mpsmd�ionta�enqu|red[wr each dispoo� area. Feeofj��{0pe/ |otfor repairsor upgrades.
GENERAL INFORMATION
�
Only Certified Soil Evduatummay perform deep hole inspections.
�
Only Mass. ReQi!lm.odSmnitu/imna and Pro[easiona| Engineers can design septic plans.
�
At I east two deep holes and two percol ati on tests are requi red for each s*i c system disposal area
� Repairm require A least two deep holes aid oo least one percolation test, at the discretion of the B0H
/eoeesitativo.
� FuU payment wiU b*equi red for al| additi onal tests vvithin two weeks oftastinA.
� YWthin45 days oftest|ng. axcaledplan(no snal|er than 1-�100)o1hai| be submitted to the Board uf Health
ehowing the|ooAinnofall tests(indmdinO aborted toste.
�p YVithin00 days uy test ingeoi} eva|nation for mnahu|| be submitted.
Please Dn Not VVrite Below T his Line
|
NA, Conservation Cnm i | D
Signature o|Conserw$|onAgon
Date back to Health UepmMnmn (�ampin)� \ L~
-
�
Xr�
/ \^~/
JIM
III '
Jim
wra
ED
low
i
r
fit 1/ \
35 OAN -OF
POP
ZIA
41111,AW*
AM
L11060111 j
LOWt
ry
5�