HomeMy WebLinkAboutMiscellaneous - 36 Watkins WayMAP # LOT #
PARCEL # STREET ,
CONSTRUCTI.ON__APP
HAS PLAN REVIEW FEE BEEN PAID? YES NO
PLAN APPROVAL: DATE PP.
DESIGNER: PLAN DAI"E:______
CONDITIONS
WATER SUPPLY: TOWN WELL
WELLPERMIT DRILLER._...-----_--..._....__._..____..._._...... ....... ............. ...... .... _...
WELL TESTS: CHEMICAL DATE OPPRUVED.__..___.___ .._._._..___.
BACTERIA I DA I E OPPROVED
BACTERIA IIDATE APPROVED_-
' COMMENTS
FORM U APPROVAL: APPROVAL TO ISSUE YES NO
DATE ISSUED BY_._.____....__.._._..
.... ........ _._.:.__.._.._-
CONDITIONS:
FINAL APPROVAL:.
ALL PERMITS PAID YES NO
WELL CONSTRUCTION APPROVAL YES NU
SEPTIC SYSTEM CONSTRUCTION APPROVAL YES NO
OTHER YES NU
ANY VARIANCE NEEDED YES NO
FINAL BOARD OF HEALTH APPROVAL: DA 1"E:.-... .._By: _.. .
' SEPT CL SMEL"1—INSS8.4L iEff I Q.0
` IS THEINSTALLER LICENSED? `4 ;:
YES NO
w ' TYPE.OF CONSTRUCTION: -NEW
REPAIR
:NEW CONSTRUCTION: CERTIFIED PLOT PLAN REVIEW
YES NO
+•' c, CONDITIONS OF APPROVAL
YES NO
l,.
FROM FORM U) ,
1
J ISSUANCE OF DWC PERMIT `
YES NO
,+
.. •: '• - l iii. c;� - ,; - - ' •
.•
�
DWC PERMIT,NO. INSTALLER:
BEGIN INSPECTION YES N0:
EXCAVATION INSPECTION. NEEDED:
; a e -
< ,PASSED ` BY ^
CONSTRUCTION INSPECTION: =; NEEDED:
AS BUILT PLAN SATISFACTORY: YES= -
APPROVAL. TO BACKFILL: DATE: HY
"FINAL•GRADING APPROVAL: DATE HY
:FINAL CONSTRUCTION APPROVAL: DATE:
BY
,.
a Department of Environmental Mariagernent/Division of Water Resources
i WELL C6MPLETION REPORT
WELL LOGON GEOGRAPHIC DESCRIPTION
Address
—1-0'r N S)E W of
� fI/et1� � (clrc/el
City/TownLff t bUPi''� fist 1/.x -t
Well ownee;;��Le44_ G;(20 n Iroedl
Address—I [!At I"�Y�_A X� :�T _ .a. "t� e f N®V Ev of
S q,: Driller I r
Si Y 1
r -ca l'i 4 2q Firm 1 i� i Woo Q LN
Address�1��c�►"ta(''
City/Town qbL"S ), �+A
Supervisjpg.Qriller RegA
I- Sigalture or shperv3/ng mq/i/erod well drlller,J
I / sera
.P/asr,Prinr firmly �. , *►+
roaRR:of: HEALTIi COPY
Board of Health permit obtained: wye
nb u
Intersect. w/c�nj " a 1
=+�'
WELL USE
WELL DATA3
Domestic ®Public[] Industrial ❑
Tot�yl vvell'depthb 4C>
'
Monitoring ❑ Other
PAP{i
ring rock/,, aled material:
Method drilled .i.f
�..t„� �`9lI/
Date drilled
Description is'l�t
CASING
Water -bearing zones:
11 From To !%
T ec.?t'r-
YP
«�Ca
FromUd To
Length Oft. Dia(:I.D.) CP in.
Length into bedrock ft.
3) From To
1
Gravel pack well: dia.
'
Protective
Protective well seal—
r11��
Screen: dia.
Grout- Other
Slot length from_ to -
STATIC WATER LEVEL (all wells)
Static water level below land surface ft. Date
WELL TEST (production wells)
'
;
Drawdowns 14.
after pumpinghr.
min. at _ 9. P,
How measured Recover ft. after2!!!Atr. min.
LOG of FORMATIONS
COMMENTS
0
Mnbrinl. ,n T.
S q,: Driller I r
Si Y 1
r -ca l'i 4 2q Firm 1 i� i Woo Q LN
Address�1��c�►"ta(''
City/Town qbL"S ), �+A
Supervisjpg.Qriller RegA
I- Sigalture or shperv3/ng mq/i/erod well drlller,J
I / sera
.P/asr,Prinr firmly �. , *►+
roaRR:of: HEALTIi COPY
08-14-1996 1: 11Pf1 tU6b4UUIL-.JJ h'. U:11
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BOARD OF HEALTH
NORTH AND6VER, MASS.
IPermit #, Date
)VVIN' OF N0RT"H NNb6VE
BOARD OF HEALTH
OCT 2 31996
A permit is requested to: drill a well k install a pumps
LOCAT'IGN: r Lot # LOi
Owner D �, .. .�> Address .46A Tel 4@2 Yo-O2e
Well ror!t.CtrAttw.»''j6` f�� %//Tel ���
JIB ry - --
Pump Contrctx �;c cl. � % �, �� ����Tel
WELLS (To be complatted�at time of pump test.)
Type of wE.11_e���aC.�C_�.— ._ Use_ ,r1I, C �.
Diameter of well Y �o size of rasing_ 6
Depth bed rock�,� ^ _Depth casing into bedrock��� T
Seal been tested? Yes (KA 110 (._) Date of test
Depth of well _�'.f�_ Water -bearing rock G�Cgi✓r � _�� `
t
Depth to waterjq T , Delivers A GPM for
(how long?
Drawdown/_f_�_ feet after pUmping__9__ hu s at
Data of completion___/'�
i n
g of we ontraot
PUMPS (Ta be filled in before installation.)
Mame & size of pump�C _nn _Ito I2� Type_ S�hrJit'5 %
Size of tank QaA, Pump delivers ��'� _ GPM
Pipe used in well: Cast iron () Galvanized ( ) Plastic: ( )
Sleeve u;ed to protect pipe? Yes (�) No (_) Type well seal i_JAC.- C_x
Date
Signature of pump installer
e
Date -;kger analysis report submitted to Board of Health
Plumbing ingpectar
Wiring inspector
_ Board of Health ____.
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WATKI NS WAY
T.B.M.
C. B. RI M
EL. 89.01
PLA
N
( USGS — M.S.L.) f� 1_�i
� �i/� maferi�/ shall be yrad�d as �o/lows '
Nof more, -than /5'7e o6 Me 5-arr7p/e shall be relallic-o'
on the #4 S-deye , OF ,<hc rracf/o,,7 PaJsrn� the b4
' Sleve�'/O7;:iir less 5a//amass 7% c, */00 sic✓e anc�
OWN OF NORTH' -ND
OV
BOARD
HEALTH
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Dj&iet03r' of well
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SeaM
I been tested?.- Yes
R
.6 ►dr
J X)!R,;�KDepth of well
''Depth to water .Delivers. . . . .
rawdown f*6 r punping
p,
411 to
;
D te of cozP16tion W
lb.
be 'In
"be
PUMPS -(To
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Name a a -0 .j�p
2
SizeZ e ump del v
f :tank �p
0
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Pipa used f well. r CaLSt,,r'
iron
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Date.;.
op
Date water anays1s; report bmitt
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Town of North Andover, Massachusetts Form No. 2
f N0RT1y BOARD OF HEALTH
ti
A
DESIGN APPROVAL FOR
SSAC14USE� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant Test No.
Site LocationT
Reference Plans and Spec
,c">W
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
Fee
CHAIRMAN, BOARD OF HEALTH
Site System Permit No. 6 / L
BOARD OF HEALTH
120 MAIN STREET
NORTH ANDOVER, MASS. 01845
Middleton Board of Health _
195 North Main Street
Middleton, MA 01949
RE: Lot 1 Watkins Way
Dear Leo:
TEL. 682-6483
Ext23
September 23, 1993
As you are aware, the Towns of Middleton and North Andover
share the property located at Lot 1 Watkins Way; this includes
the septic system. On September 16, 1993 the North Andover Board
of Health reviewed the proposed septic plans for this site and
agreed that if the Middleton Board of Health grants the required
variances and approves the proposed plan, then the North Andover
Board of Health will also grant the necessary waivers.
Kindly notify me of the status of these plans in Middleton
as soon as there is a definitive response from your board.
If you have any questions, please call.
Sincerely,
roE!'
�-
Sandra Starr
Health Agent
cc: Karen Nelson, Director
Merrimack Engineering
R. Doucette, Conservation Adm.
File
BOARD OF HEALTH
120 MAIN STREET
NORTH ANDOVER, MASS. 01845
September 21, 1993
Edward T. Moore
Attorney at Law
74 Atlantic Avenue
Marblehead, MA 01945
Re: Septic Filing Fee for Lot#1 Watkins Way
Dear Attorney Moore:
TEL. 682-6483
Ext23
Recently, I checked with our Assistant Treasurer in
reference to check number 1101 in the amount of sixty (60)
dollars. Attached is a copy of receipt #835 which indicates that
a sixty (60) dollar fee was paid for 94 Boxford Street and not
for Lot #1 Watkins Way.
Therefore, the Town of North Andover will deposit check
#1120 in the amount of sixty (60) dollars for the septic filing
fee for a Design Approval Permit for Lot #1 Watkins Way.
If you have any further questions in reference to this
matter, please do not hesitate to call the Board of Health Office
at (508) 682-6483 ext.23.
Thank you for your cooperation in this matter.
Sincerely,
Carol J. P welski
Health Secretary
/cjp
cc: Merrimack Engineering, 66 Park Street, Andover, MA 01810
R
1.* CHEGK IS IM Pa,4EM1 Of THE FOLLOwi!:O
A A \ ' ` kib
I LIBERTY HILLS II REALTY TRUST 1101
74 ATLANTIC AVENUE
MARBLEHEAD, MASSACHUSETTS 01945
NATIONAL GRAND BANK 53 430/113
MARBLEHEAD, MASSACHUSETTS
co
PAY e /� too
DOLLARS
TO THE
ORDER OF I�S.F- I D) f1='
A Jni � `
r
a
AU7H 12ED SIGNATURE
II'00 L LO LII' i:0 1 1 304 3001: 1140026 132321" 811000000600011'
EDWARD T. MOORE
ATTORNEY AT LAW
74 Atlantic Avenue
Marblehead, MA 01945
(61 7) 639-1 1 13
September 16, 1993
Town of North Andover
120 Main Street
N. Andover, MA 01845
RE: SEPTIC FILING FEE FOR:
LOT -v 1
LIBERTY HILLS II
WATKINS WAY
Gentlemen:
Enclosed please check no: 1 120 wh1ch'replaces check no -1101 for referenced Filing Fee.
Also enclosed is a copy, front and back, of check no. 1 101 which clearly indicates that said check
was cashed by the Town of North Andover.
Would you kindly investigate this matter and make arrangements to reimburse Liberty Hills I I
Realty Trust for check no. 1 101.
Very truly yours,
Edward T. Moore
Trustee
dmp
Enclosures
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TOWN OF NORTH ANDOVER
BOARD OF HEALTH
LocationT
Permit # �O
Food Service
$
Retail Food
Limited Retail
Seasonal
$
Disposal Works Installers-
$-
Disposal Works Consi i4
Soil Testing _
$
Design Approval Permit
$
Dumpster Permit
$
Burial Permit
$
Swimming Pool Permit
$
Animal Permit
$
Recreational Camp Permit
$
Well Construction Permit
$
Funeral Directors Permit
$
Massage Establishment License
$
Massage Practice License
$
Suntanning Establishment
$
Offal/Trash Hauler
$
Other
$
Health Agent
White - Applicant Yellow - Dept. Pink - Treasurer
MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS. • LAND SURVEYORS • PLANNERS
tvpp 1 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 • TEL. (508) 475-3555, 373-5721 • FAX (508) 475-1448
September 2, 1993
Town of North Andover
Board of Health
Town Hall - 120 Main Street
North Andover, MA 01845
RE: Lot #1 - Watkins Way
Members of the Board:
Enclosed herein please find a copy of a check in the amount of $60.00, form Liberty Hills II Realty
Trust, payable to the Town of North Andover, relative to the filing fee plan approval for the subject
property.
Apparently, this check was not logged in for this project, as the check was submitted after the plans
were submitted, approximately one month later, in tact, contrary to the opening sentence in a letter
dated June 11, 1993 (copy enclosed herein).
Please contact me should you have questions or comments in clarification of this matter.
We look forward to working with the Board of Health on this project in that the design as shown on
the plan requires certain waivers to the Board of Health Regulations, as outlined in the June 11, 1993
letter.
Very truly yours,
l` IFRML-kCIr ENCINEERPI SERVICES
/ C �-
Robert C. Daley, PE
Civil Engineer
sb
enc.
cc: Ted Moore
'93 17:06 631.5921> GLOVERYC 617 631-2521
A M /A
LIBERTY HILLS II REALTY TRUST
74 NUE
MARe1EHEADD. AMN�UCTICHUS[TTS 01445
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TOWN OF NORTH ANDOVER
BOARD OF HEALTH
Location
Permit #
Food Service
Retail Food,
Limited Retail
Seasonal $
"Disposal Works Instil r
$
Disposal Works Construction 991
Soil Testing $
Design Approval Permit
Dumpster Permit
Burial Permit $
1 Swimming Pool Permit
Animal Permit $
Recreational Camp Permit
Well Construction Permit $
i. Funeral Directors Permit $
Massage Establishment License $
Massage Practice License $
Suntanning Establishment
Offal/Trash Hauler $
Other $
4 J
He
Agent
White - Applicant Yellow Dept. Pink - Treasurer
MERRIMACK ENGINEERING SERVICES, INC.
`r PROFESSIONAL ENGINEERS 9 LAND SURVEYORS a PLANNERS
66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 • TEL. (508) 475-3555, 373-5721 FAX (508) 475-1448
sa
January 5, 1993
Town of Middleton
Board of Health
195 North Main Street
Middleton, MA 01949
RE: Lot 1 - Watkins Way
Dear Members:
Encl.ose.d h..ere.i n..pI..e.ase . f nd_..three copi es .of each of the two..(2) ..__
alternative "Conceptual" designs for a house and sewage disposal
facility on the subject lot.
In either case, we need to request two Variances to the Board of
Health Rules and Regulations "Supplemental Design Requirements."
1. Item 13: to allow the construction of a subsurface disposal
system within 100 feet of a wetland.
2. Item 2.0: to allow the construction of a subsurface disposal
system in permeable soil where there is less than 4' of unaltered
permeable parent soil above the maximum groundwater elevation.
Should the Board vote to grant these variances, with certain design
conditions attached thereto, we would then revise the design plan
accordingly and submit an "Application for Permit" to the Board for
construction permit approval.
Upon receiving a site plan approval from the -Board of Health, we would
proceed to file a Notice of Intent or a Request for Determination with
Conservation Commission in both Towns, Middleton and North Andover,
regarding work in a Buffer Zone.
The site pian is designed based on compliance with various dimensional
requirements. In North Andover, there must be at least 35' between
the leaching facility and foundation; at least 25' between the septic
tank and building foundation; and 50' between leaching facility and
drainage pipes or CB's. Typical minimum set back requirements in both
Towns are: 100' between leaching facility and a private well, and
100' between leaching facility and a wetland.
Certain measures can be implemented in order to mitigateany potential
environmental impact should the necessary variances be granted. A
clay or polyethylene barrier can be installed between the wetland and
leaching facility. A vertical separation of 5' instead of 4' can be
required between the leaching facility and watertable, as previously
determined. Other innovative protective measures can also be
considered.
Middleton Board of Health
Page Two
January 5, 1993
Given all of the above, we look forward to working closely with the
municipal departments within both Towns, in regards to the regulations
and variances from which need to be obtained.
Very truly yours,
MERRIMACK ENGINEERING SERVICES
D A
Robert C. Daley, PE
Project Engineer
sb
enc .
cc: Joanne Secchiaroli
Ted Moore
North Andover Board of Health
MERRIMACK ENGINEERING SERVICES, INC. • 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810
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PLAN REVIEW CHECKLIST
�
ADDRESS: p��r�. �(fL�}� ENGINEER
-T
GENERAL
3 COPIES STAMP LOCUS c/
PROFILE SECTION BENCHMARK
& PERC INFO WETS. DISCLAIMER
WATERSHED DISTRICT DRIVEWAY
RESERVE AREA ✓ SCH40 SLOPE
SEPTIC TANK
SCALE CONTOURS
ELEVATIONS SOIL
WELLS & WETLANDS
WATER LINE DRAINS
MIN 1500G. ✓ .17 INVERT DROP GARB. GRINDER (+200% EDF)
25' TO CELLAR MANHOLE TO GRADE ELEV GW
D -BOX
# OUTLETSFIRST 2' LEVEL STATEMENT INLET
OUTLET /7 (2" OR .17 FT)
LEACHING
100' TO WETLANDS() 100' TO WELLS 325' TO SURFACE H2O SUPP
35' TO FND & INTRCPTR DRAINS 4' TO S.H.GW Z--� 2% SLOPE
4' PERM. SOIL BELOW FACILITY ✓ MIN 12" COVER FILL? l/ (25' if
above natural elevation; 10'if below)
TRENCHES
MIN 660 FT2 SLOPE (min .005 or 6"/1001) >3' COVER? - VENT
SIDEWALL DIST. 2X EFF. W OR D (MIN 6') IS RESERVEBETWEEN
TRENCHES? IN FILL? '- MUST BE 10' MIN. Z/
BOT S} �rO X LDNG AV9 + SIDE gy X LDNG g{0 = TOT, 7 1OC)
(L x W x #) (G/ft ) (DxLx2x#)
i
MERRIMACK ENGINEERING SERVICES, INC. z
PROFESSIONAL ENGINEERS • LAND SURVEYORS 0 PLANNERS
66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 • TEL (508) 475-3555, 373-5721 • FAX (508) 475-1448
June 2, 1992
Attorney Edward T. Moore
Mortgage Acquisition Trust
74 Atlantic Avenue
Marblehead, MA 01945
RE: Lot #1 - Lura Woodside Watkins Way
Dear Mr. Moore:
As we have discussed, we will pursue the approval process with the
local Boards and Commission.in the Towns of Middleton and North
Andover in order to obtain the necessary building permits and,
ultimately, the occupancy permit for this lot, which is located in
Middleton and North Andover.
It is our understanding at this time that'we will need a variance
from the Board of Health for having less than 100' distance between
the edge of wetlands and the compenents of the leaching system. The
alternative to the variance, as stated, is to apply to the Conserva-
tion Commission to allow a portion of the wetland to be filled in
order to "make" the 100 foot separation. Maybe a clay barrier can be
built between the wetland and system. A copy of this Site Plan will
be sent to the local agencies depicting the scope of work involved in
the development of this single family house lot.
I will solicit input from the local agencies and will recommend that
all parties communicate to resolve the issues as they pertain to the
site design amid the existing established regulations relative to the
Wetland Protection Act and Board of Helath Regulations for each Town.
Should you have any questions or comments, please contact me.
Very truly yours,
MERRIMACK ENGINEERING SERVICES
R C. Daley, PE%
Project Engineer
s
enc
cc: Middleton Board of Health
_---j North Andover Board of Health
Middleton Conservation Commission
North Andover Conservation Commission
EDWARD T. MOORE
ATTORNEY AT LAW
74 Atlantic Avenue
Marblehead, MA 01945
(617) 639-1113
September 16, 1993
Town of North Andover
120 Main Street
N. Andover, MA 01845
RE: SEPTIC FILING FEE FOR:
LOT -v 1
LIBERTY HILLS I I
WATKINS WAY
Gentlemen:
FEncl'osed please (hind check'no 1 1L20 which`replaces check no 1 101 ;for referenced FilingFee.
A& r ?'.4vi•�
... +' r y..., s ,:'r. o- ::......t l.: i _ti, .i�.. :'' ? . £ '`m" ....st..rf a.% 2. i ".i r.'•i ..
Also enclosed -i's a copy, front and back, of check no. 1 101 which clearly indicates that said check
was cashed by the Town of North Andover.
Would you kindly investigate this matter and make arrangements to reimburse Liberty Hills I I
Realty Trust for check no. 1 101.
Very truly yours,
Edward T. Moore
Trustee
dmp
Enclosures
�. ..roar rw�,;. ,..:r :�-�s�t. ^'•7;n
r THIS CHECK IS IN PAYMENT OF THE FOLLOWING'
LIBERTY HILLS II REALTY TRUST 1101
74 ATLANTIC AVENUE
MARBLEHEAD, MASSACHUSETTS 01945
r NATIONAL GRAND BANK
MARBLEHEAD. MASSACHUSETTS 53.430/113 J
Go
PAY `7�� i
,. DOLLARS .
�. _ "1 :•.a,..r,.;�.,„j�ri. 'r% . +� i„1 .rw: ,i '-e' Kt,�'1 t'
TO THE
ORDER OF �l LA �L , �Q-�D)V Y�/�[�1„
VT 'T 1 ,
AVTH IZED SIGNATURE
11'00 1 i0 LIl' 1:0113043 . 001: 11'00 26 8 2 3 211' g1'0000006000el'
r
►Y ♦`d.� r �. -...... .
01/001742
O
MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS
66 PARK STREET • ANDOVER, MASSACHUSETTS 01810 • TEL. (508) 475-3555, 373-5721 • FAX (508) 475-1448
June 11, 1993
Town of North Andover
Board of Health
Town Hall - 120 Main Street
North Andover,.MA 01845
RE: Lot #1 - Watkins Way
North Andover - Middleton, Massachusetts
Members of the Board:
Enclosed herein please find three copies of a septic system design
plan and a filing fee in the amount of $60.00 for the subject
parcel. The parcel is part of a recent subdivision of land and is
sutuated on the Town boundary line -of North Andover and Middleton,
Massachusetts.
The design plan as drawn has been previously submitted to the Town of
Middleton Board of Health and has reviewed and given tentative
approval, with several variances to their Rules and Regulations for
Sewage Disposal Systems. Primarily, this design is in compliance
with Title V. The objective herein is to maximize the distance from
the leaching facility and the wetland. The soil conditions are
excessively drained sand and gravel with a rate of percolation of
faster than 2 minutes per inch.
As such, given the effort which has been made to address the concerns
of the Middleton Board of Health, this design may receive their final
approval, subject to any changes which your Board may recommend.
Please review this plan given these certain design constraints. The
subdivision, entitled "Liberty Hills II" was approved in 1989. Since
then, local regulations have changed and have become more stringent
in many regards. As such, a list of variances requested to the
current local Rules and Regulations are as follows:
Section 2.13. - Volume of sewage flow based on 110 gpd per
bedroom, instead of 165:gpd/br.
Section 2.14.3. - Proposed two trenches, with an area of 210 sq.
ft., instead of 500 sq. ft.
Section 2.14.4. - Average daily flow of 330 gpd, instead of 660
gpd, for a single family dwelling.
Section 2.23.,- The separation between the "active" and
"reserve" system of 3' instead of 4' minimum.
Town of North Andover
Board of Health
Page Two
June 11, 1993
Section 4.18 - Distance between leaching facility and:
A. Wetland; 93' from "reserve" instead of 100' minimum, Note
that Middleton Regulations specify 100' minimum also, while
Title V specifies 50' minimum.
B. Street Drains; 25' instead of 100' minimum. Note that
Middleton Regulations and Title V are campatible at 25'
minimum.
We would appreciate your input and any questions or comments you may
have. Please contact me at your earliest opportunity so that we can
appear before your Board at the next scheduled public meeting.
s
Very truly yours,
MERRIMACK ENGINEERING SERVICES
C
Robert C. Daley, PE
Civil Engineer
MERRIMACK ENGINEERING SERVICES, INC. • 66 PARK STREET • ANDOVER, MASSACHUSETTS 01810
PLAN REVIEW CHECKLIST
ADDRESSf y�pT / �i/WZINS 1t)AY ENGINEER
GENERAL
3 COPIES f
CONTOURS
PERC INFO:,
WETLANDS c/
FDN DRAIN
SEPTIC TANK
STAMP t-,� LOCUS ✓ NORTH ARROW --� SCALE 4--�
PROFILE(-� SECTION BENCHMARK SOIL &
ELEVATIONS WETS. DISCLAIMER WELLS &
WATERSHED?,J�o
SCH4 0
DRIVEWAY (Eley)
TESTS CURRENT?
WATER LINE
u�v�LG /N
A16 k r1l
AN Do V-`,
MIN 1500G. .17 INVERT DROP GARB. GRINDER(+200% EDF)
25' TO CELLAR v MANHOLE TO GRADE ELEV GW
D -BOR
SIZE _:D B- 7 # LINES FIRST 2' LEVEL STATEMENT
INLET88, 9 7 - OUTLET88. 8D _ / ( 2" OR .17 FT) TEE REQ' D?A/0
LEACHING
RESERVE AREA ✓ 4' FROM PRIMARY?2 100' TO WETLANDS 2% SLOPE
100' TO WELLS Ll' 35' TO FND & INTRCPTR DRAINS 4' TO S.H.GW
325' TO SURFACE H2O SUPPJ//,A 4' PERM. SOIL BELOW FACILITY-� 6�� 3� �
MIN 12" COVER FILL? (25' if above natural elev; 101if below)
BREAKOUT MET?
TRENCHES
MIN 660 gpd_e SLOPE (min .005 or 6"/1001) >3' COVER? - VENT
SIDEWALL DIST. 2X EFF. W OR D (MIN 61) IS RESERVE BETWEEN
TRENCHES? ✓ IN FILL? MUST BE 10' MIN. 4" PEA STONE?
BOT j 7/U/ X LDNG_�2+ SIDE X LDNG = TOT 330
(L x W x #) (G/ft ) (DxLx2x#)
N&&b y'1921191vcE Ta 4uErp/3i b,5
/67�19NcE —
LIBERTY HILLS II REALTY TRUST
74 Atlantic Avenue
Marblehead, MA 01945
Board of Health
Town of North Andover
120 Main Street
North Andover, MA 01845
ATTENTION: CAROL J. PAWELSKI
Dear Carol:
September 27, 1993
With reference to your letter of September 21 , 1993, 1 understand that you have
applied my check No. 1 120 to my filing fee for Design Approval permit for Lot No. 1 ,
Watkins Way.
Since check No. 1 1 01 was wrongly applied to 94 Boxford Street, a project of which I
have no knowledge, ownership or connection, I hereby request that the mistake be
corrected by the Town and the $60 be returned to Liberty Hills.
Thank you for your cooperation.
Edward T. Moore
ETM/dmp
Y r
fhowexam .C'aBozator 9.4c.
66 LITTLETON ROAD WESTFORD, MA 01886 (508) 692-8395 FAX (508) 692-0023 1 -800.649 -TEST
Report Number: C-sks-21422
Client:
Skillings and Sons
269 Proctor Hill Rd.
Hollis NH 03049
Sample Taken By: SKS Staff
Report Date: Oct. 02,
Sample Taken At:
Lot 1 Watkins Way
N. Andover MA
On: Sept. 26, 1996
CERTIFICATE OF ANALYSIS
TEST PARAMETER: EPA. Max RESULTS UNITS
Total Coliform (P)
0
0
Per 100ml
Calcium
No
Limit
19.5
mg/L
Copper (S)
1.3
<0.02
mg/L
Iron (S)
0.3
0.05
mg/L
Magnesium
No
Limit
3.7
mg/L
Manganese (S)
0.05
0.02
mg/L
Sodium
1-28
-29.6
mg/L
Potassium (S)
Not
Spec.
0.6
mg/L
Alkalinity (S)
Not
Spec.
105
mg/L
Ammonia
Not
Spec.
<0.03
mg/L
Chloride (S)
250
14.7
mg/L
Chlorine (total)
Not
Spec.
<0.02
mg/L
Color (S)
15
0
CPU
Conductivity
Not
Spec.
255
umhos/cm
Hardness
No
Limit
64
mg/L
Nitrates(as N)(P)
10
<0.01
mg/L
Nitrites(as N)
1
<0.01
mg/L
PH (S)
6.5-8.5
8.3
SU
Odor (S)
3
0
TON
sulphates (S)
250
11.8
mg/L
Turbidity
5
0.18
NTU
sediment
pos/neg
neg
NT=Not Tested, #=Value Exceeds EPA STD, TNTC=Too Numerous to Count
—Background Bacteria Noted, "=EPA Advisory Limit
'=Exceeds EPA Advisory Limit Not Spec.= Not Specified
(P)=Primary EPA Standard, (S)=Secondary EPA standard (may affect
aesthetics of drinking water i.e. taste, color, etc.)
This water sample, as submitted, meets or exceeds EPA health standards
for the parameters listed above. The quality of this water is
accepted as POTABLE according to EPA Standards.
Massachusetts State Certified
Testing Laboratory #MA048
Michael P. Carlson, for
Thorstensen Laboratory Inc.
I