HomeMy WebLinkAboutCorrespondence - 857 CHESTNUT STREET 5/22/2007 DelleChiaie, Pamela
Fmrn: Sawyer, Susan
Bent: Tuesday, May 22, 2007 11:32 AM
To: DelleChiaie, Pamela
Subject: FW: 1627 Osgood Street
fyi
-----Original Message-----
From: Sawyer,Susan
Sent: Tuesday, May 22, 2007 11:31 AM
To: Dan Ottenheimer(E-mail)
Subject: 1627 Osgood Street
FYI
I just completed the Bottom of Bed inspection at 1627 Osgood Street. Briscoe is the installer. This is their first in town. It
turns out there were 2 building sewers (one from an addition) that come to a Y. He had not conferred with Ben as to what
to do and just did his own thing. I warned him that he must always call his engineer before changing things and this may
not be acceptable. I stopped by Ben's office and told him abut it. He was going to check it out to be sure that tying them
together was not an option. Briscoe,is used to working in Groveland with Ed and is not familiar with your/our requirements.
Just a heads up.
Also just want you to know that Chestnut Street ad 445 Forest Street are gating BOB's today as well. I guess the good
weather is here. Time to get busy.
Thanks
Susan
1
Page 1 of 1
®elleChiaie, Pamela
From: Marianne Peters [mpeters @millriverconsulting.com]
Bent: Friday, June 08, 2007 2:41 PM
To: Dan Ottenheimer; 'Lisa Kozel LeVasseur'; Marianne; Grant, Michele; DelleChiaie, Pamela; Sawyer,
Susan
Subject: 857 Chestnut Inspection will be done today
Final inspection for 857 is being done @ 3:30 today.
Marianne Peters
Mill River Consulting
2 Blackburn Center
Gloucester, MA 01930
978-282-0014 ph
978-282-0012 fx
www,millriv ronsulting. m
6/11/2007
Page 1 of 1
Pamela DelleChiaie
From: Mill River Consulting [rburley @millriverconsulting.com]
Sent: Friday, June 15, 2007 2:36 PM
To: DelleChiaie, Pamela; Marianne Peter; Sawyer, Susan
Subject: Construction Inspection 857 Chestnut St.
Good Day,
Please find attached the construction inspection for 857 Chestnut St.
The installation was as per the plan and I found no discrepancies or issues.
Please feel free to contact me with any questions. 978-282-0014
Randy Burley
Mill River Consulting
6/25/2007
1600 Osgood Street
Building 20 SUite 2-64
North Andover, MA 0184
Tel: (978) 686-1768 0 Fax: (978) 327-6138
August 21, 2006
Project 1254
Mrs. Susan Sawyer Vii' t F�.
North Andover]hoard of Health
1600 Osgood Strut
North.Andover, MA.01845
HL CI
Ile: 857 Chestnut Street, No Andover,MA � m„�. .._...�..
Septic System Design
Deaf Ms. Sawyer,
The following;plans and enclosures for the above referenced property are being submitted
for approval.
1. (5) Copies of the Septic System Design Plans
2. (2) Copies of the Form 11 Soil Evaluator Sheets
3. (2) Copies of the Form 12 Percolation'Pest
4. (1) Copy of the Septic flan Submittal Form
5. Check for Flan review fee.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
berl Brown
office Manager
Commonwealth of Massachusetts
C ity/Town of No(4) A-Clo b,eC
Percolation Test
a
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 here.Health. Other e using this form, check with
the information must be substantially the same as that provided
the local Board of Health to determine the form they use.
Important: A. Site Information
When filling out
forms on the Steve Crabtree
computer,use Owner Name
only the tab key
to move your 857 Chestnut Street
cursor-do not Street Address or Lot#
use the return MA 01845
key. No. Andover State Zip Code
City/Town
!
tab
Person(if different from Owner) Telephone Number
B. Test Results
7-24-06 10:35 7-24-06 10:38
Date Time Date Time
PT06-1 PT 06-2
Observation Hole#
22"718" 28"/15"
Depth of Perc
10:35 10:38
Start Pre-Soak
10:50 11:13
End Pre-Soak
10:50 11:13
Time at 12"
11:36 12:36
Time at 9"
12:54 12:36
Time at 6"
78 Minutes 104 Minutes
Time (9"-6")
30 Min/Inch 40 Min/Inch
Rate (Min./Inch)
Test Passed: ® Test Passed:
Test Failed: ❑ Test Failed: ❑
Benjamin C. Osgood Jr., P.E.
Test Performed By:
Randy Burley, Mill River Consulting
Witnessed By:
Comments:
Pere Test•Page 1 of 1
t5form12.doc•06/03
❑ ❑
n O O
z z
E �
c c
o T r
0 0
E
L G ❑ ❑
o E a N @
0 Q > }
N c c �.
O s'-•E L `�
� o
V1 c _0 O 0 3
® m
n U _
O
o c O
co
3 o a
0 ° o0 0o E E
O N r (D Z Z a)
m �, N
O N
O O L m Q- �(�� ro
L a � r�. cn
U U m E = o O O c r
a Z Z
L" U) O m d L
J U-
O c 0 o- Z Z El N °—
� L
L
N o o > o
U) L �-
�+ n m (U a� O n.
N U
> c
L o
C)
NO � -Q o `� a� •� � .0n 0 c
to O � > @ _0 O
O 4= -a
O 'O ca Z > � o a� O
a� U >
® cn ° E a-' m 6 c o oT Z
U) (d L U O o
fa 1 N O O C Cn O L cu
LO
Wl- 0 U) (6
C ai Q
E L z 0 O E a c
C
G L Q C Z Q 30 n o U U -p Q (6
O O V) ° v z m c fl 0) O
U U LL d U N U n U LL
QOII r i cn
G,
LU
Cd
t+5t ptS�
O L t
z o N
L o
O a
o ❑
No z L m
V) ❑ e t -° ❑ a
O @ O o U) m p
E C o }
N o El
m a (1) o U)
a�
@ C Q N C
W C U > L O
z ) S] 0
10 Lo
ca
o i- a� c Q
03 Z
o
O-
11 ro
LL
m uj
C6 � � C � `9 D
oc
E o ❑
O
z
i5 It1 Its
O O
N
N 3 CO ° �
M c �-. c c n
o . -� m m o ° ° o =
yG.. U N = p Q o o Q. O O O
Cll •� O
O ®
_ 1 � W W / Q
= c r• � � fn s o o � � � � -� i�
W
O
U U LL V c i c i iri
0 I _ •F
c vt.n
a�
z
0
ti
0
M
U �
p N 'O
O n
Ln
N
O °
U 3
® `O- U)
O
cn O
N N o
E
� 0 E
oV) w
Q� U 06 vn
}+ O cn
LL > Q
o �
m
O N U (7
O 'o
� cn
LL
N
CL
w
N Y ❑
L a �
N
1 0
r �+ LL
® u 4Ni .9
N ® � !E j3 0
CL o
v� E v
(/) X
N O
fQ d t
CL • 9
W o C`1
o ® '0 -0
E
E FO— E cnU �
� L
O } N
U U LL _ o z
�..'� (n t @ � C6
1-0
0 -1
C
2 O
W
n� W
Q
C
❑
a
� r
r �
\ o N o
U
(0
cv o
N _ 3
o _ �
® d c U
Co
O
❑ c�
D. 0
r,, o
J C r
a
► L c o w
E O
C U
N p\
Q 0 ❑ �
2 _ LD
s •� _ � � c i% cn � c
L 0 0
„-
3 O Q= N a ° Cf)v 0
o
c LO 0 0
Q o J � w
L ► J Q-
tL-
0 O C °'
U U LL Q N L6
0
0
U p�
Y
cz
_ U y
0 O
N L) CL
to
O °
N ' �
Y
U N
(f1 �
� C
� 0
3 y (1)
-a °
E E oN
_ 0 U
>
(n LL Q
y T _
o in ._-•
O 0 c�
L Cf)
O
U.
N w
N Y o
r U
a�
Q � a
N � �
Y _
V of U 4
•�w E ,
x
N
� N
R � z •x � = t� d
� L O
cn U ® C-6 N)
+� cn
O + O cif N
z
o J
0
Q)
o N w-
� O
a
O O
oN ❑
z
�J c ° N
N El a
O o
O N m
�' V ❑ 3
® ..
c. U
O
LL
Q L
N
O O O V)
t V)
.� U) O
1 d O Co Q
cn
m o N
t J (O -C E
� LL
N r
uj
El U
IA Q o > El 7 O L:
cz
W (� Z m 0 c Q o a Q
� c >, -o c a-.
o �_ ° m E m O n
N °
Q o @ o
mo w
' J °
a�
0
0 0
U Cl)
C �
4 N m
O LI) 'p @
_ U) ,V)
O B
N U 0
O CL
CL o
N y m
U @
cn U)
3
(1)
N .Q y N
E E o cn
0).2 E
o
LL` >
_ o > >
o > 0 0
L
0
T-
N L LL
N a
� c
vC GN va3 i��P---y d i pI
Q�•�V•�°rr_1+ z c �z y�I Q ao�o Li L^�
a
m`U m o i p Q
1
)
0
� 0 E o 0 W
E 10
O ®
� F2 :3
° ' o , o
o =
E o E p
o o �
E L o to U
U U LL
C 0
` co
O = J C
p_ o
�sr,E CL
p _ 43 C�
P
N
o N o
^Y U
O �
` (�
v , a� V
z U
vI c El O
� Q
O o (� co CLl p
CL c ai
N ° ® > m
® ❑
o a Y 3
N a (f)
°'
N
c Q C
3 - � N O
O @
0 M U
LL
I �
c� C: U)
o Q
EI
(1) `L ui
4 a� E t
C c
N
C ° ❑
m
ql > (6
U_
O ++ O = 1-2
w
E
MR a) Cc a)
= +^�+ Z co
:3 a� J u o p
N c d ❑ U
_ O
o 0
Lli
3or OC u) o
S CO U O a
O '@ (- O "D C ilk
S... Q O (� J (0 N N Lij
O O s=
U U LL 0 cJ ri u-i
U
�R
a�
0
0
U m
O N .O
W N
N o m
0
O
� m
O U
C
3 °
O
�� UC.6
LL
c`a o >
O O
U (�
O U)
4— —
0
d CO
- o
.o
€
0
cn
LL L
LU
V
L
o ?-
cC E
N x
o
C
c ° r a) ro � N � `°1
C r -�° nor
E O E o o p I�
L p cn U
p �' O 3
U U LL 'c L o
0
U) o 0 -1
„(1 1
�
Q p
(14 �(M
® CA fn
0
ID
a.�
rp QN coed
c`S o
� � cB�9 � •� U cfl
F- - O M
c� a_
0
Q-
M
M _0
ca @
C o i m a.
U
_ C
m
® m m m m x z ' cu
o C:
Q� 'O O J W U N N
S 10 Q O .
O C ��j FO
N N N (6 CO x O �,�• C
C _ _ - M C ® m (D O
Q Q Q W c
c � �V O 'o 2 O (1)
N 2 E
O a) to +C Q) o o 00
L >
C E O it O
L O Q m
Q) (D (B
_ cn UJ p (D o
0 cu
Ql
23 CL
>E x n❑O` J E U Z @ x U) O 0 W O O
-
O -a 5
W Ol w > M
O
+� a' 0 c o U)
d a) (n M W O M >- -0 - C O
a) Z y0 O
O 3 30 a) 0 - OU U o
0 0 L T fl � - Q)
O O o
�� Q d @ ° 3 O fl w z 2 E
^ Q - o
('! D Z L 4-• cn c� co �'' _ O o• _ 0
U) (D a) z O 'o m V 3 L
3 O L C > M 0 U) >> �- m C
E O E ® Q ® p V v io z Z
O O ® N W
U U LL
C°T
t vtiR
0
a
a.
cu
V) @
0
O Cl.
ul
0
m
3
N cn
� m
3 �
� O
o
c
m
+4a)+ � E
C
a�
� Q
m
0 cn
E E
N
LL
CD w
N vi o
N
vi
cz
c�
N
N
4 � E
3 O
P �
E0 E o
E L
O O a
U U LL.
t
- N
N
°JC N
"10 1
as*�7_
>>";„"�r•�a
Health Department
September 26,2006
Benjamin Osgood,P.E.
New England Engineering Services, Inc.
1600 Osgood Street,Building 20; Suite 2-64
North Andover,MA 01845
Re: Wastewater Treatment and Dispersal System Plan for 857 Chestnut Street MaP 107C Lot 27
Dear Mr. Osgood:
The proposed wastewater system design plans for the above site dated August 21,2006 has been reviewed.
Unfortunately,they cannot be approved until the following items are corrected. The specific section in Title 5: 310
CMR 15.000,or North Andover regulation that is not met by this design follows each item.
1. Trenches are to be used as the soil absorption system mechanism whenever possible. Please use
trenches in this instance or explain why they cannot be utilized. (240)
2. An effluent filter is required prior to using the pump to disperse the effluent to the soil absorption
system. Please indicate the brand and model to be used.Additionally,all effluent filters approved for
use in Massachusetts require the access port above to have a manhole brought to grade. Please also
indicate the required annual maintenance so the property owner can be apprised(227&23 1)
3. It appears the primary(septic)tank and pump chamber will have the inlet and outlet connections located
within 12"of seasonal high water table. Please adjust accordingly. (227)
4. There appears to be some confusion regarding the calculations utilized for the soil absorption system.
One section indicates the Long Term Acceptance Rate for the soil is 0.25,while the calculations were
made using 0.33. Please explain this discrepancy or adjust the design plan accordingly
Please feel free to contact the office with any questions you may have. We look forward to working with you to
obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure
protection of public health and the environment of North Andover.
Sincerer
Susan Y. Sawyer,REHS/R
Public Health Director
cc: Owner
File
1800 Osgood Street HEALTH DEPARTMEN'r Face 1 of 1
Building 20;Suite -88 E-Mail: healthdept@townofnorthan over.corn
North Andover,MA 01845 Phone:978.888.9840 Fair. 978.6188.8476
Page 1 of 1
DelleChiaie, Pamela
From: Dan Ottenheimer[info @millriverconsulting.com]
Sent: Tuesday, September 26, 2006 2:51 PM
To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan
Subject: Plan review 857 Chestnut Street
Plan disapproval for 857 Chestnut Street is attached. Let me know if there are any questions.
Dan
Daniel Ottenheimer, President
Mill River Consulting, Inc.
On-Site Wastewater Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
ww�v.tniltriverconsul(iiig.cotii
danofe,mills°iverconsulting,cor
I
9/26/2006
TOWN OF NORTH ANDOVER RTH
Office of COMMUNITY DEVELOPMENT AND SERVICES 0 bf.
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 0 1845 SS ACHU
978.688,9540-Phone
Susan Y.Sawyer,REHS[RS 978.688,8476-FAX
Public Health Director E-MAIL:healthdept adtowndhorthandover.com
WEBSITE:hn://www.towilofnorthandover.com
SEPTIC PLAN SUBMITTAL FORM
Date of Submission:
Site Location:
Engineer:
New Plans? Yes $225/Plan Check 4 (includes 1" submission and one re-
review only)
Revised Plans? Yes $75/Plan Check
Site Evaluation Forms Included? Yes No
Local Upgrade Form Included? Yes No
Telephone 4: Fax
E-mail:
Homeowner
Name:
OFFICE USE ONLY
When the submission is complete (including check):
Date stamp plans and letter
v/d/ Complete and attach Receipt
Copy File; Forward to Consultant
I,/ Enter on Log Sheet and Database
........._............__......._................. ,..�_a.w............ ....... ... � .. . ................. .._....................... .___........._.... ..............W............ ....................._........................... ............ ................................................................................................o
1600 Osgood Street
Building 20 Suite 2-64
North Andover, MA 01845
'Ie1: (978) 686-1768 e Fax: (978) 327-6138
Benjamin C. Osgood, Jr., P.F.
President October 9,2006
Susan Sawyer
North Andover Board of Health
1600 Osgood Street . ..
North Andover,MA 01845 f
i
Re: 857 Chestnut Street,North Andover
Revised plans
Dear Susan:
Enclosed are revised septic system design plans for the above referenced property. The following
changes have been made to address the comments in your letter dated September 26,2006.
1. Trenches were not used in this instance for several reasons. The primary reason being
that if trenches were used the system area with reserve trenches between the primary
trenches would be 33 feet X 146 feet in lieu of the 33 feet X 48 feet which is designed. In
addition to adding tremendous cost to an already expensive system this enlarged area
would extend in to the area of the yard which is used by the owner and would also
become an eyesore.As the system is designed now it will be hidden behind the pool and
once landscaping is added will not be seen from the street. In addition,there is a proposed
project located directly across the street which would be connected to municipal sewer.It
does not make sense to pay the additional cost of providing trenches if a sewer line may
come available in the next few years.
2. The plan has been revised to include an effluent filter and a cover at grade over the filter.
3. The tanks have been raised so that the inlets and outlets are more than 12"above the
water table.
4. The discrepancy in the design loading rate was stated in two locations,one of which was
in error. The error has been corrected and the correct loading rate of 0.25 gallons per
square foot has been noted on the plans.
If you have any questions,or need additional information, please do not hesitate to contact this
office.
Sincerely,
Benjamin C.Osgood,Jr.,P.E.
President
TO N OF NORTH ANDOVER 65�gk „ "1 �
7 4 � srr'Ypy
Ol'1~ic o1'I,'0M Il1NJT I�L'�l;LO MENT AND �_�ER ICI S
� � � a � a �" s 7 a
iBUILDING N
,1600 t ItQ S tt ? 1" " 20,
S6JtE 2-36
�;Nc - nrrOvl Mnnc Urc l s 0,1845
978.688.9540 Phone
Susan Y Sawyer,ItI+.;IIS/Cdr; 9 78.6W8476 FAX
Public Rea,lth Director [-MAIL: hh;rllt�lidc at cittirwrZCrfnorthari(lot cr.ccn7l
W I BSI I'I kc.ti laa9r c>rth<sx7dover c c�I-a
SEPTIC PLAN SUBMIT'T'AL FORM
Date of Submission:— s{(' ly� N - )G,
Site Location: `�� ((�'621c��.. �( • �G�V
Engineer: `, VII�, 7 ✓
New Plans? Yes $225/Plan Check# "" , (includes 0 submission and one re-
review only)
Revised Plans?Yes V X75/Plan Check#
Site Evaluation Farms Included? Yes No
Local Upgrade Form Included? Yes No
.. r.
Telephone#: Fax#:
E-mail:
Homeowner
Name: Ir�del �e �VLC
OFFICE USE ONLY
When the submission is complete (including check):
Date stamp plans and letter
Complete and attach Receipt ;
Copy File; Forward to Consultant
Enter on Log Sheet and Database
_.. . .. . . ... ....... . .._. ....._.. ....NEw ] lfcilAl«....I�N�INlc1« c. ._a. '9..1I�� �
1600 Osgood Street
Building 20 Suite 2-64
North Andover, MA 0184
Tel: (978) 686-1768 ® Fax: (978) 327-6138 Project 14, X006
clber 1•oject It 1254
Mrs. Susan Sawyer
North Andover Board of Health
1600 Osgood Street
North Andover, MA 01845
Rea 857 Chestnut Street North Andover,MA
Septic System Design Re-Submittal
Tear Mrs. Sawyer,
The following plans for the above referenced property are being re-submitted for
approval. The tanks were relocated to accommodate a sewer service from the new
cabana.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
etljamnl C. good, Jr. P.E.
President
e, 1a s 0
lb
� CCiO<N9 vICN �'
PUBLIC HEALTH DEPARTMENT
Gornolunily Development Division
October 17, 2006
Steven Crabtree
857 Chestnut Street
North Andover, NIA 01845
RE: Septic System Design, 857 Chestnut Street,North Andover, Map 107C , Lot 27
Dear Homeowner,
The North Andover Board of Health has completed the review of the septic system design plan
for the above referenced property, submitted on your behalf by New England Engineering
Services Inc., dated, August 21, 2006, last revision date October 3, 2006 and received October
12, 2006.
The design has been approved for use in the construction of an onsite septic system. The 5-
bedroom(11-room maximum) design has been approved for use in the construction of a fully
compliant, Title`I, subsurface disposal system. This approval is valid for two years from the date
of the approval in accordance with current local regulations and during this time a licensed septic
system installer must obtain a permit and complete this work, and a Certificate of Compliance be
endorsed by the installer, designer and the Town of North Andover.
This approval is subject to the following conditions:
1. 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.
2. 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 Kermit shall not construe or imply
compliance with any of the aforementioned requirement
Your effort to provide a properly functioning septic system for your dwelling is greatly
appreciated. The Health Department may be reached at 978688-9540 with any questions you
may have.
1600 Osgood Street,North Andover,Massoehusetts 01845
Phone 978.688.9540 Fox 978.688.8476 Web t ww.town0northandoversorn
Steve Crabtree
857 Chestnut street
North Andover, MA 01845
December 20, 2006
Susan Sawyer, Administrator
North Andover Board of Health
1600 Osgood Street
North Andover, MA 01845
Re: 857 Chestnut Street
Dear Susan:
This letter is being written in regards to the proposed construction of a cabana at my
property referenced above. I understand that the construction of this cabana and the
associated bathroom facilities requires that I install a new subsurface sewage disposal
system, the plans for which have been approved.
I hereby agree as a condition of issuance of a building permit that the cabana will not be
occupied until the subsurface sewage disposal system has been constructed. I further
agree that construction of the septic system will commence prior to June 1, 2006 and will
be completed no later than July 1, 2006.
If you have any questions or need additional information please do not hesitate to contact
this office.
Sincerely,
Steven Crabtree