HomeMy WebLinkAboutCorrespondence - 60 LONG PASTURE ROAD 7/5/2000 poRrH q Town Of North Andover
Community Development & Services William J. Scott
O c A
Director
i ry 27 Charles Street (978)688-9531
North Andover, Massachusetts 01845
'� wOnwrm r"°45
�SSHCHUSk4 ',.
Fax 978-688-9542
Board of
Appeals July 5, 2000
(978)688-9541
Building Gene Willis
Department Christiansen& Sergi
(978) 688-9545 160 Summer Street
Haverhill, MA 01830
Conservation
Department
(978)688-9530 Re: Lot 4 Long Pasture
Health
Department Dear Gene:
(978)688-9540
This is to inform you that the revised septic system plan dated June 12, 2000 for
Public Health the site referenced above has been approved.
Nurse
(978)688-9543
If you have any questions, please do not hesitate to call the Board of Health
Planning Office at 978-688-9540.
Department
(978)688-9535 Sincerely,
Sandra Starr,R.S., C.H.O.
Health Director
S S/smc
cc: Crowley
File
pir -- 1.2-00 01 a08F, Pau`1 D. `rur ide, PE/FIp_S 978-465..n0 13 Fl . 02
April 12, 2000
Sandra Starr
North Andover Board of Health Administrator
Office of Community Development and Services
:30 School St.
North Andover, NIA 01845
Imo: Title V review for Lot 4 Long Pasture Road
Dear Sandra,
(The Town performed the original review for this system design in March 1997. We
did not perform that review and therefore we shall only review the one item that has
been changed [as per memo on the newly revised plans by the original design engineer],
namely the design increase from four bedrooms to five bedrooms.)
1 find that the revised plans dated March 2, 2000 adequately address the regulations for
the increase in design bedrooms from four to five.
(I note that the deep hole tests are older than two years. The Local Board may have to
determine whether the site has been altered as per the North Andover Regulation 7.05
before allowing the design change.)
If you have any questions or comments please feel free to contact us.
Sincerely
Carlton A. Brown, PL'1PLS
PORT
INGINIMING
Civil Etrr,ineers
Land Surveyors
One Harris street
N"vhoryport,NIA
01950
(978)465-$591.
Received Mar-09-00 12: 13 from 508 688 9512 -k G page 2
Mar-09-00 12 : 07 North Andover Corn. Cev . 508 688 9542 P-02
SEPTIC PLAN SUBMITTAL FORM
NEW PLANS: YES S 1 25.00/Plan �
REVISED PLANS: YES S 60.00/Plan
SITE EVALUATION FORMS INCLUDED: YES
�.
DATE: ti„„� 16- I,
DESIGN ENGRN-EER:
rt
DATE TO CONSLrLTAINT: A
*If you want your plans expedited, please submit three plans and included a
stamped envelope with the correct :amount of postage to mail plans to Port
Engineering.
When the submission is all in place, route to the Health Secretary.
e/
4..,.
..
.m
,ew
Received Mar-09-00 12: 13 from 508 688 9542 --> G page 2
May-09-00 1.2 :07 Norl..h Andover Com. Dev. 508 688 9542 P.02
SEPTIC PLAN SUBMITTAL FORM
LOCATION: 4
NEW PLANS: YES $125,00/Plan
REVISED PLANS: $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: YES
Al
DESIGN ENGINEER:
DATE TO CONSULTANT:
*If you want your plans expedited, please submit three plans and included a
stamped envelope with the correct amount of postage to mail plans to Port
Engineering.
When the submission is call in place, route to the Health Secretary,
SEPTIC PLAN SUBMITTALS
LOCATION:
NEW PLANS: YES $60.00/Plan
REVISED PLANS: (YE $25.00/Plan"
DATE:
DESIGN ENGINEER: C/� S
When the submission is all in place, route to the Health Secretary
CHRISTIANSEN & SERGI, INC.
PROF'ESSIONAL ENGINEERS AND LAND SURVEYORS
..........--.......-------- .........
160 SUMMER STI?EET HAVERHILL, MASSACHUSETTS 01.830 (508)373-0310 FAX: (508) 372-3960
March 6, 1997
Ms . Sandra Starr
Board of Health
146 Main St .
No. Andover, MA 01845
RE : Long Pasture Road
Lot 4
Dear Ms . Starr:
In response to your letter of Feb 19, 1997, attached is
a revision to the above referenced Septic System Design Plan.
The following items have been added to the plan:
1 . Wetlands disclaimer
2 . D-box pipe statement
3 . Assessor' s map and parcel .
Ver tr ly yours,
r
Phil "p G. Christiansen
PGC; lc
Town of North Andover, Massachusetts Form No.a
f 00RTN BOARD OF HEALTH
®� o a r
' a a
•�
DESIGN APPROVAL FOR
SSA SES SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant—( �•� _ U Test No.
Site Location J �Z✓ t� ;r,
Reference Plans and Specs. 0."1- 7
ENGINEER DESIGN
D �E(}
b'�
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health. ��u�
CHAIRMAN,BOARD OF HEALTH
Fee hG Site System Permit No. C�
Town of North Andover NORTH ,
OFFICE OF 3?0�`• •� , b�o�
o
COMMUNITY DEVELOPMENT AND SERVICES
146 Main Street
North Andover, Massachusetts 01845
WILLIAM J. SCOTT SSACHUS��
Director
February 13, 1997
Christiansen & Sergi
160 Summer Street
Haverhill, MA 01830
Re: Lot #4 Long Pasture
Dear Phil:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
1. Wetlands disclaimer missing.
2. First two (2) feet of pipe out of D-box to be level.
3. Map & Parcel missing.
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely,
Sandra Starr, R.S.,
Health Administrator
SS/cjp
cc: Applicant
William Scott, Director, P&CD
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
PROFESSIONAL ENG1NE1-,,'RS AND LAND SURVEYORS
160 SUMMER STREET' HAVE:R1 lll.L, BVA SFkCHUSP_H)01830 (508)373-0310 FAX: (508)372-3960
T0: Ms . Sandra Starr
Board of Health
North Andover
RE : Septic System Design Plans
Date :
Attached are plans far
This ;dep,ign is
a new submittal
a revision with the following changes
/J PLAN REVIEW CHECKLIST
ADDRESS //%" C/d.:` u" ENGINEER
.,w
GENERAL
3 COPIES "� STAMP ,,.., LOCUS "'W NORTH ARROW ( °' SCALE E ..
CONTOURS C-".' PROFILE w° SECTION BENCHMARK f,M,....°*",... SOIL &
PERCS ` ELEVATIONS µ WETS. DISCLAIMER,, WELL & WETS
WATERSHED? C..) DRIVEWAY (Elev) WATER LINE 1...., ' FDN DRAIN
SCH40 i- TESTS CURRENT?. SOIL EVAL
SEPTIC 'TANK
MIN 150OG '£ . 17 INVERT DROP .' f GARB. GRINDER ) (2 comps +200)
10 ` TO FDN 4---- MANHOLE ELEV GW COMPS . GB
D—BOX
SIZE # LINES FIRST 21 LEVEL STATEMENT
INLET % -�� .,�.. _ OUTLET 1�
(2 OR . 17 FT) TEE REQ D.
LEACHING
MIN 440 GPD? ,.,,.., RESERVE AREA- 4 ' FROM PRIMARY? /- ' 2% SLOPE
100 ' TO WETLANDS 100 ' TO WELLS `--' 4 ' TO S .H.GW c..'"„ (5 ' 72M/IN)
20 ' TO FND & INTRCPTR DRAINS 400 ' TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER C ..., FILL? " - (151 )
BREAKOUT MET? 'µ
TRENCHES
MIN 440 gpd. � SLOPE (miry . 005 or 611/1001 ) t-,.,.... SIDEWALL DIST. 3X EFF.
W OR D (MIN 6 ' ) ' RESERVE BETWEEN TRENCHES? IN FILL?" MUST
BE 10 ' MIN. 4" PEA STONE? VENT? ( >3 ' COVER; LINES >501 )
BOT `� + SIDE ciU X LDNG '7 = TOT '
(L x W x ) (DxLx2x ) (G/ft2)
Copyright 0 7.996 by S.L. Starr