HomeMy WebLinkAboutMiscellaneous - 114 GLENNCREST DRIVE 4/30/2018 114 GLENNCREST DRIVE -j
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TOWN OF NORTH ANDOVER, MASSACHUSETTS
DIVISION OF PUBLIC WORKS
384 OSGOOD STREET, 01845
J.WILLIAM HMURCIAK, P.E. Telephone(978)685-0950
DIRECTOR Fax(978)688-9573
� NORTH
ORTH ANDOVER/
o aAt1b QF HEALTH
6 n�(?Q Q
�i9`D�tED.P°Vq9 nIII,I
SA HUS
November 5, 1998 _
Mr. Orlando Corsi J
114 Glencrest Drive
North Andover, MA 01845
Re: Sewer Hook-up and Betterment Fee
Dear Mr. Corsi:
Please be advised that our sewer consultant, Guertin Associates, has determined that your sewer
connection should be part of a future sewer project, specifically Phase 3D, and not part of the
current project,Phase3B. This decision is based on the location of your septic tank outlet, which
is to the right side of the house as viewed from the street. A sewer connection to the sewer in
Phase 3D would be shorter, less expensive, and have better pitch than the connection to the phase
3B sewer. We expect the Phase 3D sewer to be installed in 3 or 4 years. In the meantime, you
still have the option of connecting to the Phase 313 sewer if your septic system fails.
This Division concurs with Guertin Associates regarding the location of your sewer connection,
and therefore the connection requirement from the Board of Health should be lifted. Likewise,
your residence will be assessed a betterment fee under the future Phase 3D Project, not the
current Phase 313 Project.
If you have any further questions please contact this office.
Very truly yours,
_�W4 P- Wo,
Timothy J. Willett
Staff Engineer
CC: Bill Hmurciak,DPW Director
Jim Rand,Director of Engineering,DPW
_Sandy Starr,Health Agent
Ben Fehan, Guertin Associates
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FORM U - LOT RELEASE FORM
INS T'
C IONS: This form is used to verify that all necessary approvals/permits from
Boards n Departments having jurisdiction have been obtained. This does not relieve
the apple nt and/or landowner from compliance with any applicable or requirements.
APPLICANT FILLS OUT THIS SECTION
APPLICANT h(1PHONE
LOCATION: Assessor's Map Number QwZ10q C 0059 PARCEL 00 5Gj
SUBDIVISION EXT SLOT (S)
STREET � ST. NUMBER �i l
*'OFFICIAL USE ONLY
RECO NDATIONS-OF TOWN AGENTS: -
CONSERVATION ADMINISTRATOR DATE APPROVED q 9
DATE-REJECTED
COMMENTS 0— 06 t
TOWN PLANNER DATE APPROVED
r1� DATE REJECTED
COMMENTS
FOOD INSPECTOR-HEALTH DATE APPROVED
DATE REJECTED
!V_SE �C INSPECTOR-HEALTH DATE APPROVED J
DATE REJECTED
COMMENTS
PUBLIC WORKS - SEWER/WATER CONNECTIONS
DRIVEWAY PERMIT
FIRE DEPARTMENT
RECEIVED BY BUILDING INSPECTOR DATE__
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AS - BUILT PLAN
OF
SUBSURFACE DISPOSAL SYSTEM ( RHAIR )
LOCATED IN
li WfF TH ANDOVER MA !
AS PREPARED FOR t' OF
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DATE: su "E 1 . L
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1MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS
66PARKSTREP • AHDOVfik A%ASSACNUSETTS 01110 4 TEL (&17)473.3SS3. 3MW21,
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APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I hereby make application for a permit for a sewage disposal installation at
I will install this system in ac-
cordance with all the laws of the Commonwealth of Massachusetts and regulations of
the Board of Health of the Town of North Andover.
Further, I will construct the house sewer of bell and spigot pipe, the minimum
diameter being 4 inches, and will maintain a minimum grade of 1% until 10 feet pre-
ceding the septic tank, where the grade shall not exceed 29o. I will install a con-
crete septic tank of _! ad- in size. A manhole (s) permitting easy cleaning
will be provided with remova 115 a cover (s) of iron or concrete within 12 inches of
the ground surface. I will provide subsurface disposal field with 4 inch perforated
or open jointed pipe and laid in a series of trenches, the bottom of which will pro-
vide a minimum of .1 n .6 lineal (sg4aa-e4 feet of effective absorption area.
The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging
in size from 3/4 to 1-1/2 inches (dia.) and thepipes will be surrounded by similar
material to a height of 2 inches above the crown of the pipe. The joints of these
pipes will be protected from clogging and before filling the trench, 2 inches of
gravel or stone 1/8" to 1/4" (dia.) will be placed over the course gravel or stone.
The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single
tile line will exceed 100 feet in length and in any case, two lines of tile will be
installed. A minimum of 6 feet will be maintained between the center lines of the
disposal field trenches and the average depth of trench shall not exceed 36 inches.
No part of the installation will be less than 100 feet from any private water supply,
25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line.
I_further agree not to cover any portion of this installation until approved by the
inspection officer, as provided below, and to incorporate any additional requirements
that may be attached to the permit. Plot Plans must be submitted with application.
DATE_L,./
T-51
Signat e f Ap li ant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DAT I q&J
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATE ��
Signatur o Inspecting Office
Percolation Test
Garbage Grinder
July 20, 1963
Miss Mary Sheridan R. N.
Health Agent
Board of Health
North Andover, Mass.
Dear Miss Sheridan:
An examination was made as requested in order to determine the
suitability of the soil for the subsurface disposal of sewage on
the proposed Ulencrest Drive (Lot #22) building site of MacKay
Construction Co. , Inc.
The : land in general is high.
The subsoil in the area was of clay content and a 6-minute percola-
tion test was conducted.
It is recommended that a 1,000 gallon concrete septic tank be in-
stalled together with 220 lineal feet of drain pipe.
Very truly ,yours,
William J. r' scoll
WJD:hd
BOARD OF HEALTH
°TOWN OF NORTH ANDOVER, MASS.
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��eS1:Fiox �e
X33 - �
S
1. NAME ` � .A °!� .,;,,4.1
F +/ DATE . /
2. ADDRESSt<° LOT NO. TEL. ��
3. NO. OF BEDROOMS . DEN YES
4. GARBAGE GRINDER YES NO
5. SHOW DIMENSIONS OF HOUSE
6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES
7. SHOW DIMENSIONS OF LOT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC.
11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
SOIL PROFILE fx. PERCOLATION TEST DATA
Town/Ci ty lqo.&St-.reet �'4 _ Cites/ gt6� ( Lot 140
Loc . /Subdiv : P1_ar: Owmer
.Invest:igator60,
_Obscrver
SOIL PROFILES--DATE
Elev. 2—' Elev . 3-= Elev . ' Elev .
0 0 0 0
2 w 2 2 2
3 3 3 3
i 4 _ 4 4 4
5 5 5 5
6 f 6 6 6
7, 7 . 7 7
8 8 8 f3
9 9 9 9
10 10 _ 10
Benchmark Location
,Elevation Datum
Percolation Tests-Date
I
Pi-t Number -- 2 3 _ 4 5
_ Pr
Start ;saturation '
Start Test-Time
•Drop of 3"-Time
Drop cif 6"-Ti.me
MLrls - Ist 3"Drop
Tlirfs . ;nd 3"Drop
Notes Skdtches on Back
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FOR-N14- SYSTEM P 7 M RECO .
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TOWN PRD��H�Pt'SH
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Commonwealth of Massachusetts
Massachusetts
Nystem Pumping Record
SN-stem Owner bystern Location
Date of Pumping: —� --�� Quantity Pumped: Ions
Cesspool: No Er--- Yes ❑ Septic Tank: No ❑ Yes CJ
System Pumped b}': _ License #:
Contents transferred to:
Date Inspector
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