HomeMy WebLinkAboutMiscellaneous - 285 SUMMER STREET 4/30/2018 (2)_ �_ � _ �\�
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Lot & Street )--'Map/Parcel_
CONSTRUCTION APPROVAL
Has plan review fee been paid: (:Y:E:�S NO Permit# 166c�—
Plan Approval: D a t e: 1911-1110 Approved by:,
Des ig ner: atr./ f "UC�XDOOq7� Plan Date: 26�_6
Conditions:
Water Supply: Well
Well Permit'
Well Tests: Chemical
Bacteria I
Bacteria 11
Plumbing Sign -Off:
Comments:
Driller:
Date Approved
Date Approved-- - -
Wiring Sign -off:
Form "U" Approval: Approval to Issue: YES NO
Date Issued By:
Conditions:
Final Approval:
All Permits Paid? YES NO
Well Construction Approval? YES NO
Septic System Construction Approval? YES NO
Certification? YES NO
Other? YES NO
61. 74-
d/ 0
Any Variance Needed? NO 44) e��15
FINAL BOARD OF HEALTH APPROVAL:
DATE:
APPROVED BY:
SEPTIC SYSTEM INSTALLATION
CONDITIONS:
Is the installer licensed?
_Y -E.8 NO
Type of Construction:
W REPAIR
New Construction:
Certified Plot Plan Review NO
V
Floor Plan Review YES NO
Conditions of Approval from Form U YE__S.-.— NO
Issuance of DWC permit:
NO
'DWC Permit Paid?
DWC Permit #
PO
Installer: Q�-�
Begin Inspection:
--_YOES NO
Excavation Inspection:
Needed:
Construction Inspection:
Needed:
As Built Pla S ?tisfactory:
YES.
Approval of Backfill: Date:
By:
Final Grading Approval: Date: By
$ 1:TAN-k rpN
Final Construction Approval:
Certificate of Compliance:
Ll-
�4, �0,r O(L
Date:. 2 '(-1 0 By: IF L
Approval: Date:- �0 v\k a,
Lot & Street Map/Parcel
CONSTRUCTION APPROVAL
Has plan review fee b'&n S NO ermit#
Plan Approval- Dat
Approv d by A01WIL)
/ �E &7
Designer- Pla, Date:
Conditions: co f 10 (0, qz 1_'4)1&(
I 'd , 14�_
Water Supply-, Town
Well Permit*
Well Tests: Chemical
Bacteria I
Bacteria II
Plumbing, Sign -Off
Comments:
Well
Dri-Ifer!
Date Approve
Date,Approve
Date Approve
Wiring
IfIv
Form "U" Approva
- Approval to Issue,,kYj/ NO eW
Date Issued 2�1 �210 //I L By.
Conditions:
9r
Final Approval:
All Permits Paid? YES NO
Well Construction/Approval? YES NO
Septic System C-6/ristruction Approval? YES NO
N
N0
0
NO
0
Certification? YES NO
Other YES 0
/Needed?- 1�151' 7�O 0-) 0
6146 Any Variance 65-7-5, NO
FINAL BOARD OF HEALTH APPROVAL:
DATE:
APPROVED BY:—
SEPTIC SYSTEM INSTALLATION
Is the installer licensed? NO
Type of Construction, aE �' REPAIR F)
New Construction.- Certified Plot Plan Review NO
Floor Plan Review NO
Conditions of Approval from Form U YES NO
Issuance of DWC permit: YES, NO
DWC Permit Paid? QMS/ NO
DWC Permit 9 Installer:
Begin Inspection* YES NO
Excavation Inspection:
Needed:
Passed: By:
Construction Inspection:
Needed:
As Built Plan Satisfactory -
YES:
Approval of Backfill: Date.- By:
Final Grading Approval: Date-. By.
Final Construction Approval- Date: By.
Certificate of Compliance- Approval: Date:
Town of North Andover VtORTH
W,
Office of the Health Department
Community Development and Services Division
27 Charles Street K.
All
North Andover, Massachusetts 01845
Sandra Starr
Public Health Director
TOWN OF NORTH ANDOVER
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
DATE OF COMPLIANCE
06/19/02
This is to certify that
the individual subsurface disposal system
. constructed (X) or repaired 0
by
Charles Zaher
at
285 (Lot 1) Summer Street
Telephone (978) 688-9,540
Fax (978) 688-9542
has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the
North Andover Board of Health regulations.
The Issuance of this certificate shall not be construed. as a guarantee that the system will function
satisfactorily.
6ri,(n'f LaGrass—e
North Andover Health Inspector
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVAUON689-9530 HEALTH688-9540 PLANNING 688-9535
TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM
INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System K) constructed;
repaired;
by
located at L04 ,//-Z ,
v so"Me., _S�)
was installed in conformance with the North Andover Board of Health approved plan,
System Desi gn Permit #_' dated , with an approved design
flow of gallons per day. The materials used were in conformance with those
specified on the approved plan; the system was installed in accordance with the
provisions of 3 10 CNM 15.000, Title 5 and local regulations, and the final grading agrees
substantially with the approved plan. All work is accurately represented on the As -built
which has been submitted to the Board of Health. 1-1 A /
Bed inspection date: _//j bi /z�z
. / t
Final inspection date: a L.� zZ�/
Installer: Lic.#: Date: 4CXD
Design Engineer: C/ Date:
BOARD OF HEALTH
NORTH ANDOVER, MA 01845
978-688-9540
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: "D CURRENT INSTALLER'S LICENSE#.
LOCATION: I LO+ � a-(-- '% I
LICENSED INSTALLER- V,,A d-9 I
SIGNATURE: �ELEPHONE4'�'c)2�) (4q I —R�99�
U
CHECK ONE:
REPAIR: NEW CONSTRUCTION:
IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS -BUILT.
$75.00 Fee Attached?
Foundation As -Built?
Floor Plans? .
Administrative Use Only
Yes / No
Yes No
Yes No
Approval Date:
TUAIN OF NORI ' H ANDCVER/
80APD OF HEALT H
mAy 2 3 2001
6___
INSTALLER PROJECT MANAGEMENT OBLIGATIONS
As the North Andover licensed installer for the construction of the septic system for the
property at ob 1 �0 relative to the application
okL 2ILr dated Q_�_for plans by V�y H NJk and
U_
dated with revisions dated C; � a 1 1 ':�5
1 understand the following obligations for management of this project:
I . As the installer I am obligated to call for any and all inspections. If homeowner,.contractor,
project manger, or any other person not associated with my company schedules an inspection
and the system is not ready then item two shall be applicable.
2. As the installer I am required to have the necessary work completed prior to the applicable
inspections as indicated below. I understand that requesting an inspection, without
completion of the items in accordance with Tile 5 and the Board of Health Regulations may
result in a $50.00 fine being levied against my company.
a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done
first. Installer must request the inspection but does not have to be present.
b) Final inspection — Engineer must first do their inspection for elevations, ties, etc. As -built or
verbal OK from engineer must be submitted to Board of Health, after which installer calls for
inspection time. Installer must be present for this inspection. With pump system all electrical
work must be ready and able to cause pump to work and alarm to function.
c) Final Grade — Installer must request inspection when all grading is complete. Does not have to be
on site.
3. As the installer I understand that persons or companies not associated with my company may
not perform the work required by my company to complete the installation of the system
identified in the attached application for installation. I further understand that work by others
unlicensed to -install septic systems in North Andover can constitute reasons for denial of the
system, and/or revocation or suspension of my license in the Town of North Andover plus
significant fines to all persons involved.
4. As the Installer I understand that I must be on site during the performance of the following
construction steps:
a) Determination that the proper elevation of the excavation has been reached.
b) Inspection of the sand and stone to be used.
c) Final inspection by Board of Health staff.
d) Installation of tank, D -box, pipes, stone, vent, pump chamber, retaining wall and other
components.
5. As the installer I understand that I am solely responsible for the installation of the system as
per the approved plans. No instructions by the homeowner, general contractor, or any other
persons shall absolve me of this obligation.
Undersigned Licensed Septic Installer
Date: I L
Disposal Works Construction PeriTfit # / 'A�
MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS 0 LAND SURVEYORS PLANNERS
66 PARK STREET - ANDOVER MASSACHUSETTS 01810 - TEL (978) 475-3555, 373-5721 - FAX (978) 475-1448 - E-MAIL: merreng@aol,com
September 4, 2001 1
Town of North Andover
Health Department
27 Charles Street
North Andover, Massachusetts 01845
Attn: Sandra Starr, Health Director
RE: Plan of Subsurface Disposal System
Summer Street - Lot I
Town Map 438, Parcel #'s 44A 46
Dear Ms. Staff:
Please find five copies of the revised plans for the above referenced Project (dated September 4, 200 1).
The plan has been revised to meet the required distance from the elevation of the bottom of system, to the
estimated seasonal high water table by raising the system six inches, Additionally, I have reviewed the
original septic system calculations and have found that raising the system 6 inches will not affect the
original pump system design calculations. Please.fmd seven copies of the revised pump calculations also
attached.
Please do not hesitate to Call me if you have any further comments or questions.
Very truly yours,
MERRIMACK ENGINEERING SERVICES
Anthony Donato, P.E.
Project Engineer
612001
MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS LAND SURVEYORS PLANNERS
LVI 1 66 PARK STREET - ANDOVER, MASSACHUSETTS 01810 - TEL (978) 475-3555,373-5721 - FAX (978) 475-1448 - E-MAIL: merreng@aol.com
March 28, 2001
Ms. Sandra Starr, Health Director
Town of North Andover
Board of Health
21 Charles Street
North Andover, MA 01845
Dear Ms. Starr:
Please find enclosed herewith prints of the revised plan for lot I Summer Street, in accordance
with your communication of March 19, 2001, wherein all of the deficiencies have been
corrected.
Mr.. Lamonias will be forwarding you a plan review fee of $60. 00 under separate cover.
Given the above, please do not hesitate to contact me, Mr. Dufresne or Mr. Donato in my
office should you have questions or comments.
cd
Enclosure
A66 9 n onni
SERVICES
Town of North Andover
Office of the Health Department
Community Development and Services Division
William J. Scott, Division Director
27 Charles Street
North Andover, Massachusetts 01845
Sandra Staff
Health Director
March 19, 2001
Bill Dufresne
Merrimack Engineering
66 Park Street
Andover, MA 0 1810
Re: Lot I Summer Street
Dear Bill:
Telephone (978) 688-9540
Fax (978) 688-9542
This is to inform. you that the proposed plans for the site referenced above have been
disapproved and have technical deficiencies as followed:
e The results of the Deep Observation Holes have exceeded the two-year expiration
date as determined by NA 7.05.
Final grade contours not shown in the proposed "construction easement" as
required by.3 10 CMR 15.220(4)(g).
Final grade must be adjusted to provide a minimum of 15 -foot horizontal
separation between the soil absorption area and the adjacent side slope as required
by CMR 15.255(2). -
Groundwater not adjusted to the highest existing grade as required by 3 10 CMR
15.240(l). It appears that the leaching field needs to be raised by approximately
0.3 feet.
0 Six inches of3/4" crushed stone not specified under septic tank as required by 310
CMR 15.221(2) and 15.228(i).
o Minimum of 9" of cover over the septic tank not specified as required by 310
CMR 15.228 (1).
BOARD OF APPEALS 688-9541 BUILDINCY688-9545 CONSERVATION 688-9530 NURSE698-9543 PLANNING688-9535
Minimum of 0.02 ft/ft final grade over leaching facility not specified as required
by 3 10 CMR 15.240(l 0).
Compaction of non-native soil not specified under the D -box as required by 3 10
CMR 15.221(2).
e Six inches of 1/4" crushed stone not specified under D -box as required by 310
CMR 15.221(2) and 15.228(l).
if you have any questions, please do not hesitate to call the Board of Health Office.
Sincerely,
Sandra Starr, R.S., C.H.O.
Health Director
cc: Larnonias Development Co.
file
Mar -15-01 03:46P Paul D. Tuvbide, PE/PLS
VIM I
A UILS) K
W134011;
LIVUIIILLIIIIIU
Civil Engineers &
lAnd Surveyors
One Harris Street
Newburyport, KA
.inrn
V , 7..
(9781 46S-8594
T_—, ')A I)AAI
Jauu"A.y �_I ---.
Mail
NorthJIG
AS over BU &-I- U -I U- 1`1111caittl ruA111"IlLaLs QIVA
office of Community Devetopmeni and Sac-I-VICIV-1-3
30 School Street
North Andover, MA 0 1845
978-465-0313 P.02
RE: Title V review for SDS new construction at Lot 1, Summer Street
T'#Pnr
T ---,---A 4r -A ^rtksL,,rhfNA-Uct few Worth Andover Seultic Svstem. Plane' for
a L ; tp Thp. fhUnwino is a list of
UIC Sevac SybALIaLm UprEgrQUIL, Uk LAI�
technicai umiumn0cs wdL rui L A—
allo f1tJ 11dVr. U)k"WW LWF� LVVU-J91"k
o The resuits of the Deep Obsery i it 11 - les h J -d '&t'- "WO
date as determined by NA 7.05.
a Final grade contours not shown in the proposed "construction easemeni" as ittlull-c-d
by 3 10 CMR 15.220 (4)(g).
0 Final arades must be adjusted to provide a minimum of 15 -foot horizontal
senflr;tinn between the -soil absorption area and the adjacent side slope as required
vaivarnfinn nnt Adhigted to the highest existing grade as recluired by
I"ILfD 1 C I A A f IN T# flint tho 1PAnhi no rip.ld needs to be raised bv
.P IV I �.� k A I. . Urt-
---- . i --A.,-. A 01% r..#
&PPI v2LI ndtroy V..J ACCI.
StVLI(; RUL 3F%PVJIIVU Ulfulwl 0%,JWLA%, &GUU% "0 1 w4w W"
0 Six inches of"I/4", C[U511VU, . _.__ _ -.s __+;_ *-1, ^0 v.%n, 1;,r.%A hxf I 10
CMR 15.221(2) and i5.228(i).
VJX%.
a Minimum. of 9" of cover over the septic tadk not speciffied as requirculby 3 1 ^V CIT
15.228(l). / ea,,r,,h , ii e(
o. Minimum of 0.02 ft/ft final grade over4eeching facility not specified as required, by
3 10 CMR 15.240(l 0).
n rnmnartion of non-native soil not specified under the D -box as required by 3 10
:-1k.e ^4'31." rvivolkAA ptniip nnt cno-.r.ified iinder D -box as required by 3 10 CMR
NIX 11114.14C."D. . w-.— ____ ---- - -
11 r %,%I /^I. --A I C "Of 1%
If you have any questions or comments please icel 11rce LU- W -1 -It -Ma ine.
Slincerely bF IqOSj'H ANDO'i'c-
fli
OARD OF �IEAL:
5 2001
DaIll n -ff .. 444, PlPIP1.9
\\Semr p\NABHT2894\SUMNfflR ST LOT I DOC
SEPTIC PLAN SUBMITTAL FORM
LOCATION:
NEW PLANS:
REVISED PLANS: YES
SITE EVALUATION FORMS INCLUDED;
DATE:—'
$ 60.00/Plan
(SW
NO
DESIGN ENGINEER. -.......m eflk%uf(,� P_0�1%4eevivt� (;eTVtCA4 - �t,&kOJf-i- MCA
DATE TO CONSULTANT: I
*If you want your plans expedited, please submit three plans and included a
stamped eDvelope with the correct amount of postage to mail plans to Port
Engineering.
When the submission is all in place, route to the Health Secretary.
MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS LAND SURVEYORS 9 PLANNERS
LIQ 1 66 PARK STREET - ANDOVER, MASSACHUSETTS 01810 - TEL (978) 475-3555,373-5721 - FAX (978) 475-1448 - E-MAIL: merreng@aol.com
Ms. Sandra Starr, R. S.
Town of North Andover
Board of Health
27 Charles Street
North Andover, MA 01845
RE: Lot I Summer Street
North Andover, MA
Revised Septic System Plan
Dear Ms. Starr:
January 15, 2001
Relative to the subject please find enclosed herewith a septic plan submittal form, fee in the
amount of $125.00, and three sets of septic plans in an envelope with the postage on for
submittal to Port Engineering.
The plan was previously approved by you and the Board with a pump system. The new
owner of the lot has elected to eliminate the pump and install a gravity system. We have
kept the leaching facility the same but have revised the finish grading adjacent to the tank
and house appropriately.
Please review the enclosures and contact me should you have questions or comments.
cd
Enclosure
cc*. Lamonias Development
SERVICES
'AM J. SCOTr
I/ Director
(978) 688-9531
Town of North Andover T
OMCE OF 41
0
COMMUNITY DEVELOPMENT AND SERVICES
27 Charles Street
North Andover, Massachusetts 0 1845
May 28, 1999
Mr. Les Godin
Merrimack Engineering Services
66 Park Street
Andover, MA 0 18 10
Re: Lot I Summer Street
N. Andover, MA 0 1845
Dear Mr. Godin:
This is to inform you that the proposed septic plans for the site referenced above have
been approved for a house with a maximum of nine (9) rooms.
Fax (978) 688-9542
If you have any questions, please do not hesitate to call the Board of Health Office at 978-
688-9540. 1
Sincerely,
Sandra Starr, R.S.
Health Administrator
SS/sc
cc: Ron Pitocchelli
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Town of North Andover
OMCE OF
COMMUNITY DEVELOPMENT AND SERVICES
27 Charles Street
North Andover, Massachusetts 0 1845
WILLIAM J. SCOTT
Director
(978) 688-9531
May 19,1999
Les Godin
Merrimack Engineering Services
66 Park Street
Andover, MA 0 18 10
Re: Lot I Summer Street
Dear Mr. Godin:
This correspondence is to confirm that the Board of Health, at their regularly scheduled
meeting on February 26, 1998, voted to grant the following variance:
Fax (978) 688-9542
a) to allow,the leaching facilityto be 88 feet from a wetland in lieu of 100
feet as required
Also, on March 2, 1998 in a telephone conversation you were asked to provide:
1) an efficiency chart for the pwnp
2) fill easement on Lot 2
3) information on the discharge size and the number of dosings per day
kl
To date this has not been received.
If you have any questions, please do not hesitate to call the Board of Health Office.
Sincerely,
Sandra Starr
Health Administrator
cc: Pitocchelli
file
BOAR,I) OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Regarding Lot 1 Summer Street
Plans were approved May 27, 1999, approval letter sent
New owner of lot, Lemonias Inc. attempted to eliminate the need for a pump system by
having Merrimack engineering resubmit plans with changes, 1/ 1510 1.
Revisions again submitted 3/21/01
Upon review of second revision 3/2 1 /01 it was determined that the change would require
a wall be built along the driveway of lot 2 Summer Street that was not described in the
deeded easement. This would require more construction on this already occupied home
lot.
Peter Lemonias determined that the elimination of the pump chamber was not worth
having to reopen the easement issue and chose to stick with the old approved plan.
Charles Zahef, Installer, applied for a permit for this system on May 23, 200 1. The only
item missing was the completion of the foundation. The distance of the foundation is of
sufficient distance that any small changes in the location of the foundation would likely
not impact the system. I accepted the application because of this, however, I told Charlie
Zaher and Peter Lemonias that I would not release the permit until the foundation as -built
was in and reviewed. In this way the permit was pulled within the 2 -year period and still
the Health Department process was not compromised by letting Charlie do the system
before the foundation was constructed and no need to ask the BOH for a years extension
since the foundation is close to being finished. There was no precedent set which would
indicate that the Health Department would allow the construction of a septic system prior
to the submission of the as -built unless the site conditions required it.
P -P -C-- S Z;7--
bA_
MERRIMACK
ENGINEERING SERVICES INC.
Engineers o Surveyors 9 Planners
. 66 Park Street
ANDOVER, MASSACHUSETTS 01810
(508) 475-3555
Fax (508) 475-1448
TO
f30AjZD 6r HCALI—H
� " 12 P" %,
WE ARE SENDING YOU El Attached El Under separate
> Mumma
0 Shop drawings 0 Prints
0 Copy of letter 0 Change order
0
0 Plans
0
[UNCTIEn @IF
DATE
DATE
ATTENTION
RE:
TS I
3
PCA)-(
3
0 Samples
the following items:
0 Specifications
COPIES
DATE
NO.
I
DESCRIPTION
3
PCA)-(
3
Lo 7- _z_
L av'AL 4.471
rz-vi- 11-7
�o I L (57VAL
VA lZiAAJCE P_f54)ui5S7— &a'(.
THESE ARE TRANSMITTED as checked below:
0 -'For approval
El For your use
EJ As requested
11 For review and comment
El FORBIDS DUE
REMARKS
El Approved as submitted
11 Approved as noted
11 Returned for corrections
F-1
0 Resubmit
0 Submit
[I Return
—copies for approval
copies for distribution
corrected prints
19 — EJ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at onc
MERRIMACK ENGINEERING SERVICES, INC,
PROFESSIONAL ENGINEERS 0 LAND SURVEYORS 0 PLANNERS
66 PARK STREET -ANDOVER, MASSACHUSETTS 01810 -TEL (978)475-3555,373-5721 -FAX (978)475-1448 - E-MAIL: merreng@aol.com
January 9, 1998
W�� r'sF P',�)RI11 ANDOVE1
-1FAJH
Town of North Andover
Board of Health
30 School Street
North Andover, MA 01845
RE: Lot I Summer Street - Plan of Subsurface Disposal System
Copley Development
Dear Board Members:
Due to the location of wetlands on and adjacent to the subject lot, we find it necessary to
request a variance to the "Town of North Andover Minimum Requirements for the Subsurface
Disposal of Sanitary Sewage" Regulation 5.02 so that a leaching facility may be 88' from a
wetland in lieu of 100' as required.
Please schedule this item for action at the next available meeting of the Board of Health and
feel free to call me if you have any questions or comments.
cd
Enclosure
Very truly yours,
MERRIMACK �NGINEERING SERVICES
Les Godin
Project Manager
"Al
IV'
�W,O�) .. I
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: 1 -2 1 02 q -7 CURRENT INSTALLER'S LICENSE#_&�
LOCATION:—$277 Win 1�,, <iie e
LICENSED INSTALLER:
SIGNATURE: TELEPHONE# OUQ9-3
CHECK ONE:
REPAIR:-— NEW CONSTRUCTION:
IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUIELT
$75.00 -Fee Attached?
Foundation As -Built?
Floor Plans?
Approval
Administrative Use Only
Yes No_
Yes No
Yes No
PLAN REVIEW CHECKLIST
ADDRESSA07-/ 50114M64 J,7- ENGINEERA,!5g.,e.1R14ce 14-0 b IA-)
GENERAL
3 COPIES STAMP LOCUS NORTH ARROW SCALE
CONTOURS PROFILEL,--(Sc) SECTION L----- BENCHMARKL-`� SOIL &
PERCS ELEVATIONS WETS. DISCLAIMER WELLS & WETS
WATERSHED? IVO DRIVEWAY i,-' WATER LINE &---- FDN DRAIN 6--" M&P 4--�
SCH40 4,--' TESTS CURRENT? 6--' SOIL EVAL W �
SEPTIC TANK
MIN 150OG .17 INVERT DROP GARB. GRINDEWt�Z) (2 comps +200)
10' TO FDN MANHOLEt-' ELEV GW— # COMPS. GB
D -BOX
SIZE # LINES FIRST 2' LEVEL STATEMENT4-'
INLET OUTLET /Z -H 17 (2" OR .17 FT) TEE REQ'D? &-'
LEACHING
MIN 440 GPD? RESERVE AREA `�4' FROM PRIMARY?1,"'�2% SLOPE
1 0' TO WETLANDSk' 100' TO WELLS 4' TO S.H.'GW (51>2M/IN)
20' TO FND & INTRCPTR DRAINS 400' TO SURFACE H20 SUPP
4' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? (15')
BREAKOUT MET? 1--'
TRENCHES
MIN 440 gpd L,""�SLOPE (min .005 or 6"/100' ) /-'�SIDEWALL DIST. 3X EFF.
W OR D (MIN 6') 1— RESERVE BETWEEN TRENCHES?A/n IN FILL? q_� MUST
BE 101 MIN. - 411 PEA STONE) t�,� VENT? L-� (>3' COVER; LINES >50')
BOT Q304 + SIDE " = X LDNG , 7'� = TOT 4k)
(L x W x #) (DxLx2x#) (G/ft2)
Copyright 0 1996 by S.L. Starr
PITS
MIN 440 LEACHING MIN 1 (13'xl6') PIT MANHOLE/PIT
GW MIN 4' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE
BOT + SIDE x LOAD TOTAL
(L x W x #) (2x(L+W)XD x #) (G/ft2)
CHAMBERS
MIN 440 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT_
MANHOLES 12"-48" STONE SPLASH PADS SLOPE .005_
B ED/TRENCH_(Bed max. 601 X 601) MIN 131 X 161 PIT
BOT + SIDE X LOAD = TOTAL
(L x W x #) (2 x (L+W)xD x #) (G/ft2)
FIELDS
MIN 440 GPD 900 ft2 BED GW MIN 4' BELOW BOTTOM OF FIELD
PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE .005?
>31COVER-VENT SCH 40 MIN 12" COVER
RATE X -) X TOTAL, i
L W LDG
DOSING TANKS AND PUMPS
DIMENSIONS X - X PUMP CAPACITY- ---gpm
L W D Vol.
DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME
9pm
MANHOLES TO GRADEL--'- ALARM SEP. CIRC.�-� GW_(Min. l' below
inlet) HWL_z77,,N/ LWL /76,-4,CHECK VALVE BLEEDER HOLE "--' MANUAL
OP. SWITCH ENUF STORAGE?_j,:,,�- (3
7 Z
)05&5/z?/�/
Copyright 0 1996 by S.L. Starr
-RE
rify that all -necessary approval /pennits from
P T KETSE-FOR— jlew Homr-e.
NSTRUCTJoNSi
BOardsand Depatents having jurisdiction have been obtained. Ms does not relieve the
aPPlicalit and' oir landowner from cOmPliance with any applic�ble requirements.
P . A Li
p cmT_.&�, LetV2 OJ4
-PHONE
ASSESSQ '.MAp NUMBER LOTNUMB
ER
SLIBDTWSION
�OTNUMBER
STREET
long Smm
......... OMCIAL.USE ONLY
RECOMWIENDATIONS OF TOWN AGENTS
DATE APPROVED
CON SER VATION AI)MRMTRATOR
i 7
DATE REJECTED
.FOOD INSPEgOR --HEALTIJ
/SE� HEAL -1H
A,
DATE APPROVED
DATE REJECTED
DATE APPROVED
DATE REJECTED
PUBLIC WORKS - SEWER WATER CONNECTIONS
DR1VEWAY PERMIT
0i
FIRE DATE APPROVED
DATE REJECTED
RECEIVED BY BUILDING INSPECTOR -
I V_E
APR 11. 2ool
BUILDING DEPT.
TE
I
- /I
-11-491
r- I (N -- *
C L
ov,144.
F'ORM 11 - SOEL EVALUATOR F0PAj
Page I
Date...
No . ............................ ........ Commonwealth of MaSSaChusetts
WoM AWWvr—.R, Massachusetts
Soil Suitabilitv Assessment "-sjte-.SewaU LWosal
Perfomed By: .... WILLIAM . ....... DURMSWS ................
Witmsed By: . ... .... ...........
...................................................................................................................................................................................................................................................................
ucmWn Addreu or Owor's Num. d0rLr—%( 0V—V15Ue"f-1LAj—
LAI I I SU HM6V_ Ad6w. AM
Tdq*Aft 0 50 "PL9�-( DelVe
HCSTH V A 104LI
Poe'rioM oF T.H.0395 PA90 44 etq4) I
New Construction 12( Repair 0
[011 a.T;l ;
Published Soil Survey Available: No 0 Yes V
Year Published ... Publication Scale .1115,040 Soil Map Unit M. R,
rainn a rince Soil Limitations ....... ............................................ - ........
to .... .......
Surf icial Geologic Report Availa* ble: No Yes 0
Year Published Publication Scale ..................
Geologic Material (Map Unit) ............. . .............................................................................
Landform..........................................................................................................................................................
Flood Insurance Rate Map: 200iJ3 "60 C, C anpe,�-
Above 500 year flood boundary
No El Y
E1000'
El
Within 500 year flood boundary
No Yes
Within 100 year flood boundary'
No &010, Yes 11
..................................................
Wetland Area:
................
National Watland Inventory Map (map unit) ....... 19--Ij ...... S1 . . ....... 1)12!
Wetlands Conservancy Program Map (map unit) ...................................................................................................
Current Water Resource Conditions (USGS): Month JkV.W-.V'-
Range Above Normal El plormal Below Normal El
(hssume!
Other References Reviewed: . V. S . 6 � el , HA.P-S
0- 1V
I ZZ
FoRhi it - SOIL EVALUATOR FORM
Page 2
IT, WK M,
Deep Hole Number i2b.-U-Z Date: B -A-3-57 Time: R.H. Weather P-AIWY ........ . .........
Location (identify on site plan) . . . .......................... . .... ........... ... ...
Lend Use Slope Z-�2.. Surface Stones .... ... ..................................... ...................
Vegetation...... . ................................. ................................................................................................................................................................
Landform...... NOZAJ-MV� ........................................................................................................................................................................ I ......................
Position on landscape (sketch.on the back) ..............................................................................................................
Distances from:
Open Water Body 41set Drainage waV...50- t feet
Possible Wet Area feet Property Line ..... feet
Drinking Water Well J.00 -t feet Other ............. . ......................
DEEP OBSERVATION HOLE LOG
Dep1h,frorn Surface
Inches)
Soil Horizon
Soil Texture
JUSDAI
Soil Color
Imunsell)
Soil Motd ing
Other
IStructure Stories, Bouloers,
Consisitltnq. % Gravel)
A
ye 211
6il-w
low44
2d q0
sle)
-Z-!9�4 43
0 it
A
S,L.
13LIJ
F.
&HL,61
Parent Material (geologic) .... . . .............
.. ................................................... Depth to Bedrock: 44
Deoth to GroundVgLeL, Standing Water in the Hole: ... NI.A... Weeping from Pit Face:
Estimated Seasonal High Ground Water:
I
M,
FORNI 11 - SOEL EVALUATOR FORM
Page 3
I r vw- r
I TJ'j' 'g,"I T MI!, 1
.I --
El Depth observed standing in observation hole ................... inches
D pth weeping from side of observation hole ....... inches
Depth to soil mottles Z4,/.Jqq- inches
El Ground water adjustment feet
Index Well Number Reading Date . ................... Index well level ...................
Adjustment factor Adjusted ground water level ............. . ...................................
M. HIM. a z M.M. MeMMSFU MM:
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system?
If not, what is the depth of naturally occurring pervious material?
Certif ication
I certify that on (date) I have passed the examination approved by the
Department of Environmental Protection and that the above analysis was
performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017.
I
Signature tz,), ,.�ate 17-
t
FORM 12 - PERCOLATION TEST
COMMONWEALTH OF MASSACHUSETTS
MOM ALftV154Z Massachusetts
site' Passed [2r/Site Failed
.................... ...... ........... ............ ...
Perf ormed By:
Witnessed By: EL)p
Comments: ...... .. .. ......... .......... ...... .......... .. .. ..... .. .... ....... - ...........
Percolation Test
Date:
ed.5�177 ..... Time:
...... R. -M .................
Observation Hole #
P- 12,1
Depth of Perc
Start Pre-soak
Z Z-7
)z
End Pre-soak
Time at 12"
Time at 9"
-r> Z
Time at 6"
Time (9"-61
Rate Min./Inch
s— HIW,JIQ
site' Passed [2r/Site Failed
.................... ...... ........... ............ ...
Perf ormed By:
Witnessed By: EL)p
Comments: ...... .. .. ......... .......... ...... .......... .. .. ..... .. .... ....... - ...........
A"DovrPL
bofr-1
TANTO —VE R—/— 7
TH�
-MAY--2--4-
------------
T7
---
D, i2, -21 RV <f -
-T�f
F74L
j.40 x 1. 3'
+
17,
J- 3., . .. ...... .
qo
TANTO —VE R—/— 7
TH�
-MAY--2--4-
tEQ.D TV-*�3 3Z�S-' 63, 0'
I Q\/ �97- Ft E\/A-Fl.. 0,�,IS. .' .
6, D,
0 v -r- T-,
OL) T- f�
x
F kir-) TIZ-1+- (
WL,-Fp,-fi,.z
f�"(JD T72,tt- Z
-T-E -f*- 3
-7 0, -Z-7
1 -7 6, 0 -1
1-7 -7, O��
-7 -7
I oz, 30
161.6 Lq
10 1 1 Lf 5'
-7, 0 30 �;, 1=
A
mvf
fwsda"Av�,:
AS BUILT PLAN -ro p F. r-. PA L
5z.= ie-5.�o
0 F
SUBSURFACE DISPOSAL SYSTEM
� il&�A .
LOCATED IN
DANIEL
KOR.L�VOS
AS PREPARED FOR cl".
, 1 vIL
'j, 7
<fopLfE--y
DATE: Au6us-T- q, 1�qi -,-J!
SCALE: I
Lc> -l—_ -Z
MERRIMACK ENGINEERING SERVICES
66 PARK STREET
ANDOVER, MASSACHUSETTS 01810
cil
LDEC 8 Igoo
H,
H
5Z, L4
z(,, q
D- Box
6'
5LI, -7
'EK�D ljz-t:�
S75, S:'
76, Z'
I W L, -m, 1-1: -3
3 q, 0'
3q,o'
tEQ.D TV-*�3 3Z�S-' 63, 0'
I Q\/ �97- Ft E\/A-Fl.. 0,�,IS. .' .
6, D,
0 v -r- T-,
OL) T- f�
x
F kir-) TIZ-1+- (
WL,-Fp,-fi,.z
f�"(JD T72,tt- Z
-T-E -f*- 3
-7 0, -Z-7
1 -7 6, 0 -1
1-7 -7, O��
-7 -7
I oz, 30
161.6 Lq
10 1 1 Lf 5'
-7, 0 30 �;, 1=
A
mvf
fwsda"Av�,:
AS BUILT PLAN -ro p F. r-. PA L
5z.= ie-5.�o
0 F
SUBSURFACE DISPOSAL SYSTEM
� il&�A .
LOCATED IN
DANIEL
KOR.L�VOS
AS PREPARED FOR cl".
, 1 vIL
'j, 7
<fopLfE--y
DATE: Au6us-T- q, 1�qi -,-J!
SCALE: I
Lc> -l—_ -Z
MERRIMACK ENGINEERING SERVICES
66 PARK STREET
ANDOVER, MASSACHUSETTS 01810
cil
LDEC 8 Igoo
(N
0
0
00
0
0
u')
Lr)
0
Lo
0
a
BUILDING TIES
BUILDING CORNER
A
B
C
D
SEPTIC TANK
22.4'
17.4'
180.43
PUMP TANK OUT
PUMP TANK
DIST. BOX IN
25.6'
DIST. BOX OUT
= 186.68
DIST. BOX
115.3'
END LEACH LINE #2
84.9'
105.5'
CORN. LEACH FIELD #1
77.25'
89.8
CORN. LEACH FIELD #2
78.0'
85.7'
0'
CORN. LEACH FIELD #3
-
88.4'
80.8'
CORN. LEACH FI.ELD #4-1
91 * 8'
1 8 67'
IVENT
1 116.0'1
85.2'
1 105.2'
SUMMER
S 35-
E
181.10
SEPTIC TANK IN
180.82
SEPTIC TANK OUT—
180.54
73'
180.43
PUMP TANK OUT
180.28
DIST. BOX IN
76'
DIST. BOX OUT
= 186.68
D -BOX
VE T
186.50
END LEACH LINE #2
.=
= 186.49
0
F p P SED
0'
14 6'
TR #2
S3 '57"E
64.
Q
ll'/
L-OT_#2
AREA: 47,030 S.F.
1.079 AC.
CA > >
L4 CA
OD
0)
91
cli
L-�j
(PUSLIC-VAR. 101�0 —
--W 1-2 LEACHING TRENCHES
4'W x 2'D x 38'
P 'L
UM
90.00' CH�MPBER
. 1- 82 .0 1
30.2'
EXlt% SEP71C TANK.
PU P .
P CHAMBER. D—BOX
& TRENCHES
U) >
41
d
z
�11
0
0
(D 0
m
>
0
>
rn Ul
z N)
(A
71
VI).
INVERT ELEVATIONS
4" PIPE @ FDTN.
181.10
SEPTIC TANK IN
180.82
SEPTIC TANK OUT—
180.54
PUMP TANK IN
180.43
PUMP TANK OUT
180.28
DIST. BOX IN
= 186.86
DIST. BOX OUT
= 186.68
END LEACH LINE #1
186.50
END LEACH LINE #2
.=
= 186.49
E:E:T
STfZ
.0
15,214
0
7 2. 1'
o.f - CO�Ac-
)(�sl CEMF�4
Fco&'��
C5
AREA= 47,660 S.F.
= 1,01 AC*
Ul
Ln
;0111
14
me
N
sv
OD
cn
to
OD
NOTE: THIS PLAN & CERTIFICATION IS NOT
A WARRANTY OF THE SUBSURFACE DISPOSAL
SYSTEM. IT IS A RECORD OF THE LOCATION
AS - BUILT AND ELEVATION OF THE SYSTEM
OF COMPONENTS.
SUBSURFACE DISPOSAL SYSTEM
LOCATED IN
NORTH ANDOVER, MA.
AS PREPARED FOR
LEMONIAS DEVELOPMENT CORP.
154 ROCKY BROOK ROAD
NORTH ANDOVER, MA. 01845
SCALE: 1"=40'
DATE: MARCH 18, 2002
SUBDIVISION LOT #1 SUMMER STREET
TOWN MAP #38, PARCEL #44&46
MERRIMACK ENGINEERING SER\ACES
PROFESSIONAL ENGINEERS * LANDSURVEYORS o PLANNERS
66 PARK STREET * ANDOVER, MASSACHUSETTS 01810 * TEL. (978) 475-3555- FAX (978) 475-1448
STRE:E:T
(Pui3uc-
f,4 E: R
S U
LA
7
S 35-9113- E 36-94
25.76'
72.1'
8 9 EXISTING GRADING AND ro
b SCENIC EASEMENT C;OtAc.
120.00'— otid
(A 0 t4o pJ10 68.(
S34-54'5,7*
90.00 82.0p u
EXWNG
w 0 EASEMT
o LOT #
C 7 === ==�
; keE=A- 47,660S.F.
L tog AC.
1.30
> >
>
>
0
N/F COPLEY DEVELOPMENt
LOT #2 >
iA
cq
>
(A
L4
>
>
>
> 8
L4 >
>
(A >
�4 > A
EDGE OF DELINEATED WETLANDS (TYP.)
w
N/F
SWIFT
.1 HEREBY CERTIFY TO THE TOWN OF NORTH ANDOVER PLOT PLAN
BUILDINC DEPT TFIXT THE FOUNDATION IS LOCATED ON
THE LOT AS SHOWN AND THAT IT DOES CONFORM OF FOUNDATION
WITH THE TOWN OF NORTH ANDOVER ZONINC RECULATIONS
REGARDINC SETBACKS FROM STREETS & LOT LINES.- LOT #1 SUMMER STREET
I FURTHER CERTIFY THAT THIS FOUNDATION IS NOT TM#38, PARCEL#46, SUBDIVISION LOT#1
IN
LOCATED IN THE FEDERAL FLOOD HAZARD AREA.
SHOWN ON F.I.R.M. COMMUNITY PANEL #250098 0006 Cl fv NORTH ANDOVER, MASSACHUSETTS
DATED: JUNf 26, 1993. 0 i�f(yNi
DRAWN FOR
LEMONIAS DEVELOPMENT CO.
� �-dvt
154 ROCKY BROOK ROAD
uul
2001 NO. ANDOVER, MASS. 01845
ft
40 0 20 40
SCALE: 1"=40' DATE: AUGUST 1, 2001
JMPJMCK ENGBWERNG SERUM
STEPREI� 11 66 PARK STREET
)E. VWJ��K—1, R.L.S. DATE ANDOVER MASSACHUSETTS 01810
PLOT PLAN
LOT5 CHRISTIAN WAY
NO.ANDOVER, MASS.
'�SCALE: I"= 40' JUL. 27' 1 1999
TROY I MEDE rA ASSOCIATES
REGIsrEREO LANO suRvEroR
,//P36 EAST STREET- TEWKSBURY, MASS
4u
00 io
0
co .91
79.62'
cx/s"" to 0
a) Fo U NDA G 3' c6 6
(o 1 -OP F'Oulv 7*/ON tn Q0
rLev.
c� 00'
0 P - 0
0
c� c;
5.5 N \.
z
0
"roESrFj14 tv 0 0 8 S. -0
117.18' a u)
'R4/jV,4C,, a) N (n
iNSE-A4 7, .
iE/V
I HEREBY CERTIFY TO THE BUILDING INSPECTOR
6 TO THE STONEHAM CG -Op
ATIVE
BANK THAT
THE DWELLING IS LOCATED ON THE LOT AS SHOWN
AND THAT IT DOES
CONFORM WITH THE TOWN OF NO. ANDOVER ZONING REGULATIONS
10 OF
REGARDING SETBACKS FROM STREETS AND LOT LINES.
I FURTHER CERTIFY THAT THIS DWELLING ISNOT
LOCATED IN THE
FEDERAL FLOOD HAZARD AREA AS SHOWN ON MAP
DATED JUN. 15 1983
MEDE JR.
250098
REGI STE RED LANO SURVEYOR
Li'�4P36864
t A
T.HIS PLAN IS NOT FOR BOUNDARY DETERMINATION
BOUNDARY INFORMATION TAKEN FROM : EXISTING
RECORDS.