HomeMy WebLinkAboutCorrespondence - 36 SHANNON LANE 9/15/1994 S
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Form No.3
Town of North Andover, Massachusetts
BOARD OF HEALTH q�} �,,
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DISPOSAL WORKS CONSTRUCTION PERMIT
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Applicant ADDRESS
NAME 9
Site Location
Permission is hereby granted to Construct (`;� or Repair ( )
an Individual Soil Absorption
as shown an the Design Approval S.S.
Sewage Disposal System Na.
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CHAIRMAN,BOA RD OF HEALTH
d, D.W.C. No. —
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PROFESSIONAL ENGINEEERS AND LAND SURVEYORS
1.60 SUMMER STREET HA'hRHILL, MAS AC USE'ri,,i 01830 (508) 37:3.03,10 FAX: (508) :372.3960 �
September 24, 1993
North Andover Board of Health
Town Hall
120 Main Street
North Andover, MA 01845
RE: "Lot 3, Shannon Lane
Subsurface Disposal System Design
Dear Board Members:
On behalf of by client, David of Cocli.dYe
Construction, I would like to appear before the Board to
discuss the recently submitted Revised Subsurface Disposal
System Design for Lot 3, Shannon Lane. The design has been
disapproved by Health Agent Sandy Starr for several reason,
all but one of which may be resolved through minor design
changes The remainding reason for disapproval is the fact
the test pits on the lot are not current
According to Section 4 . 06 of North Andover' s Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage,
"The results of the deep observation holes shall expire
two years from the date conducted. Results upon which a
subsurface sewage disposal system have been approved by
the Board of Health shall be exempt from expiration. "
While it is true that over two years have passed since the
tests were conducted, it is also true that an approval of a
subsurface disposal system has been previously granted by the
Board of Health. On February 20, 1990, the Board of Health
issued Disposal Works Construction Permit No. 342 to Coolidge
Construction for Lot 3 Shannon Lane. (A copy of the permit
is attached. ) Since Coolidge Construction desires to build
on Lot 3 as soon as possible, it seems unfair that they
sh:Dula �x iu iirati i r-exi- 3 pf- iiig to re-test the iot when the
existing test results are valid under state regulations and
meet the requirement for exemption from the more stringent
local regulation.
I look forward to meeting with you to resolve this issue
at the next available meeting date. Please call me to notify
me when you put us on the meeting agenda. Also, please call
if you have any questions regarding this mater.
Ver `� aar
do°1c Pp� "Chri stt�sen
cci D. Zaloga
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DATE , Sheep of
BOARD OF HEALTH
TOWN OF NORTH ANDOVER
SUBSURFACE DISPOSAL DESIGN REVIEW
FEE ,r .
DATE RECEIVED "
PERMIT i ..
ASSESSOR'S MAP
ADDRESS PARCEL �$
LOT #
STREET ' '", �C,
ENGINEER
ADDRESS
PLAN DATE REVISION DATE
CONDITIONS OF APPROVAL:
APPROVED
DISAPPROVED
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Town of North Andover, Massachusetts Form No.2
f tORTN BOARD OF HEALTH
* ' DESIGN APPROVAL FOR
SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant Test No,
Site Location LoT -:W,-33
Reference Plans and Specs. DATE
V ENGINEER DESIGN
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
1• CHAIRMAN,BOARD OF HEALTH
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Fee Site System Permit No.
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DATE ;
Sheet of
BOARD OF HEALTH
TOWN OF NORTH ANDOVER
SUBSURFACE DISPOSAL DESIGN REVIEW
FEE ° w PERMIT
DATE RECEIVEd
APPLICANT
ASSESSOR'S MAP
ADDRESS PARCEL ##
LOT ##
STREET
ENGINEER
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ADDRESS 16 �'Nm
PLAN DATE REVISION DATE
CONDITIONS OF APPROVAL:
APPROVED
DISAPPROVED
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BOARD OF HEALTH
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120 MAIN STREET TEL. 682-6483
�9SSACHUS NORTH ANDOVER, MASS. 01845 Ext. 32 or 52
February 20, 1992
Mr. Dave Zaloga
Coolidge Construction Co. , Inc.
401 Andover Street
North Andover, MA 01845
RE: Lot #3 Shannon Lane
Dear Dave:
Please be advised that the plans for Lot #3 Shannon Lane
have expired and cannot be extended without a variance being
granted by the Board of Health. A request for variance should
include the specific section of the regulation for which relief
is being sought, the reason therefore, and the means by which the
same degree of environmental protection will be achieved.
The Board of Health is of the opinion that revisions to it's
regulations should be incorporated in all plans which have
expired. If revised plans cannot comply with the new regulations
then relief should be sought through the variance process from
the provisions which cannot be met. Previous requests for this
type of variance have not been granted and I cannot recommend to
the Board that such a variance be granted. Therefore, I
recommend that the plan be revised to meet the new regulations
and be resubmitted to this office for review. However, if you
would like to apply for a variance, please forward such a
request and I will place you on the next available agenda.
Sincerely,
Michael J. Rosati
Health Agent
MJR/cjp
cc: Karen H.P. Nelson, Director, Planning & Comm. Dev.
COOLIDGE CONSTRUCTION CO., INC.
4071 ANDOVER S°T`R 'T
NORTH ANDOVER, MASSACHUSETTS 0 1845
(617) 687-010
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Form Wo.2
Town of North Andover;Massachusetts
BOARD OF HEALTH
,AORT1I 2 - 20 19 •�
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DESIGN APPROVAL FOR
''IS cHust, SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Test No.
Applicant
Site Location
rJ E� 2 DATE
Reference Plans and Specs. E GINEER DESIGN
Permission Is granted for an individual soil absorption sewage disposal system to be installed
in accordance with 'regulations of Board of Health.
HAIRMAN,4 HEALTH
Site System Permit No.�
Fee
Town of North Andover, Massachusetts Farm No.a
BOARD OF HEALTH
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DISPOSAL WORKS CONSTRUCTION PERMIT
,SSACHUOE -
Applicant
NAME ADDRESS TELEPHONE
Site Location
Permission is hereby granted to Construct q- —Or Repair ( ) an Individual Soil Absorption
Sewage Disposal System as shown on the Design Approval S.S. No.
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AIRMAN, ARDOFHEALTH
D.W.C. No. 3�Z-
• BOARD OF HEAL'I H 5 ,�
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Notice to APPLICAW/TO'nN CLEMIC and Cort:!fication of Action of PJ and ng, Board
on Dcfixtiitive Subdivision Plan ontitlods
SHANNON LANE
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By: Christiansen Engineering, Inc „ dated Arr' 26 198 L_� S4
The North Andover Planning Board has voted to APPROVE said plant subject to the
following conditions:
1. That the record owners of.the subject hand .Forthwith execute and record
a ''covenant ra.uvuing with the :Land", or othereiso prov:ldo security for the con-
struction of ways and the instalelation of municipal services ti,,ith3n said sub-
division, all as provided by G.L. c. 1w1.? S. 81-U.
2. That all such construction and installations shall in a1l respects
conform to ,the governing rules and reguIations of this hoard. Any changes to the
approved
plan by the developer, town board, or agancy shall be Submitted to, th(
Planning ghat£°asaPRq' .r°eA b'j'' t�ieei�'�'�l'1�AR e'i'�� d ft'c�'�'l�T?Igt: �"I%Ht e fielt
this Board, no building or other structvro ahall be bu.`i.,7.t "or placed upon Lots
1'.'o. 1 through 5 as 3hovn on said Plan without the prior
consent of said Board of Health.
4. Other conditions: a. All Planning Board order of conditions are to be"I
placed on the recorded definitive plan. (b) Prior to signing the definitive
plans all deeds of easements shall be submitted to the Planning Board and held
in escrow until completion. At the time of completion the developer or owner
shall execute such documents for the Town. (c) A certified as-built plan shall
be submitted showing the location of all utilities (electric; water, sewer,
telephone ) prior to binder coat application . (d) Final as-built plans shall be
submitted to the Planning Board prior to final release of security . ('e) .'A
certified plan from" a Registered Engineer or Land Surveyor shall be submitted
to the Planning Board for review detailing proposed stump pit areas for approv,
prior to construction. All stump pit areas are to be approved by the Highway
Surveyor. (f) The applicant/owner/developer shall be aware of the fact that
caval of this subdivision under the Planning Board 's Rules & Regulations
not relieve said parties of the responsibility to other property owners
whose land may be affected by indirect or direct development storm water
a r g e
7n the event that no appeal shall have been taken from said approvra.l vr'thi_n
twenty days from this dater the North Andover Planning Board vrill f.orthtdth
-i horcafter endorse its :formal approval upon said plan.
•x• as •sr at• as aH a'-• at• �c• at• •►� •rF �• at• •rt• as �• it •x• a� •tr a� arc• as � •� �• �• �• ac• at• a� •►t• 3t• •rt �• �• �a '
XORTH ANDOVER PLA1WING BOARD
July 1 , 1985 Michael P . Roberts
®b.
DEFINITIVE PLAN OF LAND
SHANNON LANE
CONDITIONAL APPROVAL
JULY 1 , 1985
5 . A Notice of Intent shall be filed with the NorthAndover Conser-
vation Commission as required under Ch. 131 , Wetlands Protection
Act and local Conservation Commission' s regulations and any
changes required may be cause for reconsideration of the
subdivision under M. G . L. , Ch. 41 .
6 . In accordance with the Fire Departments recommendations :
a . In order to provide water for fire protection as indicated
in Section VF Water Facilities of the subdivision control
regulations , a hydrant shall be installed 500 feet from
the hydrant at Summer and Farnum Streets on Farnum Street. .
b . All numbers shall be posted during construction ;
c . Permanent house numbers shall be posted on dwellings
'prior to occupancy ;
d . No open burning is to be permitted except during open
burning ' season under fire department regulations ;
C . All builders must comply with the. fire departments
underground fuel storage regulations ;
f . Prior to taking occupancy , the subdivision streets shall
provide adequate access to each residence for fire
apparatus .
7 . In accordance with the Highway Surveyor :
a . Catch basin frames and grates shall be four flange with `
checker board type grates .
8 . All requirements of the Subdivision Control Laws pertaining to
' Street Trees ' shall be enforced by ' the Tree Department.
9 . No roadway construction shall take place until detail cross-
--- - - sectional plans have been submitted to the Planning Board showing
how the applicant plans to fill the area between land owned by
Powell and Levitt.
10 . In order to ensure that 100 year storm waters get into the
proposed detention pond , the end of the cul-de-sac shall be
sloped upward in the vicinity of Lots 2 and 3 . This condition
will prohibit drainage fromflowing to lots 2 and 3 and direct it
to the pond .
11 . Roadway cross section shall be in conformance with the Planning
Board ' s Rules and Regulations
12 . In accordance with the Public Works recommendations :
a . The water main on Shannon Lane shall be 8" class 52 ductile
iron cement lined water pipe installed 10 feet left of the
centerline of the road with 5 feet of cover below the finish
grade from the. existing water main in Farnum Street to
Station 5+20 .
- - -- DEFINITIVE PLAN OF LAND
SHANNON LANE
CONDITIONAL APPROVAL
JULY 1 , 1985
12 . b . An 8" x 8" tapping sleeve and gate valve '(open left) shall
_ be provided at the existing water main in Farnum Street .
C . Eddy Break flange hydrants to North Andover specifications
are to be installed at station 0+0 and 5+20 �
d . All hydrant branches shall be provided with six inch Mueller
or equal gate valves (open Left) .
e . All gate valves shall comply with AWWA specifications L500
52T amd will be supplied with a 100 lb . sliding type gate
box marked "WATER" .
f . All water mains shall pass leakage :and pressure test performed
in accordance with section '13 of the AWWA standard C600
and shall be chlorinated in accordance with AWWA C601 "Standard
Procedure for Disinfecting Water Mains . "
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PLAN REVIEW CHECKLIST
ADDRESS / 'I ENGINEER µ / w/""; , , ,f ✓ ' ,> ,:,�..�
GENERAL
3 COPIES "' STAMP LOCUS NORTH ARROW SCALE
PROFILE .,w,� .". )r� 9
CONTOURS �,.-��""' SECTION .,. °",, BENCHMARK SOIL &
PERC INFO ELEVATIONS WETS. DISCLAIMER '111"', WELLS &
WETLANDS WATERSHED? > DRIVEWAY (E1ev) WATER LINE
FDN DRAIN SCH40 L, } � TESTS CURRENT? Me
�
SEPTIC TANK
MIN 1500G. 17 INVERT DROP " , GARB. GRINDEFAC (+2004 EDF)
251 TO CELLAR „,.�L MANHOLE TO GRADE ELEV GW
D-BOX
SIZE LINES ;a FIRST 21 LEVEL STATEMENT
INLET,)`6/, - OUTLET) /, ' (2'" OR . 17 FT) TEE REQ'D? / )
r
LEACHING
RESERVE AREA 4 ' FROM PRIMARY? „ 100' TO WETLANDS --"" 2-0. SLOPE".,'
1001 TO WELLS `°''"" 351 TO FND & INTRCPTR DRAINS '—' 4' TO S.H.GWe--
3251 TO SURFACE H2O SUPP 4' PERM. SOIL BELOW FACILITY "
MIN 12" COVER ,--'-' FILL?L „ " (25 cif above natural elev; 10' if below)
BREAKOUT MET? .,
TRENCHES
MIN 660 gpd SLOPE (min . 005 or 611/1001 ) '"b� >3 ' COVER? - VENT
SIDEWALL DIST. 2X EFF. W OR D (MIN 61 ) d,'' IS RESERVE BETWEEN
TRENCHES? C.,M'""= IN FILL? 4" MUST BE 101 MIN. <" ' 4" PEA STONE?
TOT � "
BOT .. ..... X LDNG >2
(L x W x ) � + SIDE ,
� X LDNG �
(G/ft ) (DkL x#) j
PITS
MIN 660 LEACHING GW MIN 4' BELOW BOTTOM MANHOLE/PIT
EXCAV 2x EFF W OR D 12"®48" STONE SURROUNDING
BOT + SIDE x LOAD = TOTAL
(L x W x #) (2 x (L+W) x D x #)
CHAMBERS
COVER >3 FT ° VENT
FIELDS
MIN 900 ft LEACHING PERC RATE FASTER THAN 20M/IN GW MIN
4' BELOW BOTTOM OF FIELD PIPE ENDS JOINED W/NON®PERF. PIPE?
4" PEA STONE? DIST LINE SLOPE . 005? >3 ' COVER VENT
SCH 40 MIN 12" COVER L x W = T x LDNG > DESIGN FLOW?
DOSING TANKS AND PUMPS
. .r - r 6 PUMP CAPACITY
DIMENSIONS X` X` 9Pm
L W W Vol.
DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME
m
MANHOLES TO GRADE °"
ALARM SEP> CIRC. �. ���°' GW (Min. 1' below
inlet) HWL/7 7 ;' ) LWL/;I , el CHECK VALVE . "° BLEEDER HOLE MANUAL
OP. SWITCH Z
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INSTRUCTIONS: This form is used to vex±fy that all necessary
approvals/permits from Boards and Depax7tments having jurisdiction
have been obtained. This does not relieve the applicant and/or
landowner from compliance with any applicable local or state law,
regulations or requirements.
****************Applicant fills out this section*****************
APPLICANT: Cv C 0 C�1.1 Z-) 6-Phone G 7
LOCATION: Assessor' s Map Number - 10 7 A Parcel
Subdivision Lot(s)
Street A St. Number
************************Official Use Only*********** ************
RECOMMENDATIONS OF TOWN AGENTS:
Date Appe
Conservation Administrator ared
Date Rejected
ed
Comments
Date Approved
IT wn Planne_ Date- Rejected _
Comments
Data Apzroved //l//4f; /`
Health Agenz Date Rejected
Comments
Public Wor:{s_-7� "/water connections �i^'t.� n�i "/ 6��j"�'C
- driveway permit /„
��pp -� YVJ
F ire Denar } S`
Received by Building Insaectsr Date