HomeMy WebLinkAboutMiscellaneous - 240 CANDLESTICK ROAD 9/17/2015 Form No.3
Town of North Andover, Massachusetts
BOARD OF HEALTH
NORTH
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Ot 1 � D s 1p J '.
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DISPOSAL WORKS CONSTRUCTION PERMIT
1SSACHUS�� '..
Applicant /�/ �'' L Y�,V ADDRESS TELEPHONE
NAME
Site Location Z' T� NOL.��T�G��
Permission is hereby granted to Construct (A-r or Repair ( ) an Individual Soil Absorption
Sewage Disposal System as shown on the Design Approval S.S. No.
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CHAI MAN,BOARD OF HEALTH
Fee
��b. .-- D.W.C. No. lP��✓
AMI
AS-BUILT CHECK LIST
and
.FINAL INSPECTION
Proposed Elevations As-Built Elevation
House f
Tank IN a /
Tank OUT -'
D-box IN
D-box OUT
Trench Inverts
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Line 1
Line 2
Line 3
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Line 4
3
Bottom of Exc.
Stone OK? D-box checked? Pipes cemented?
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Town of North Andover, Massachusetts Form No.z
„°R,,, BOARD OF HEALT
P 1
DESIGN APPROVAL FOR
• ssACHUStt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM �r
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• Applicant Test No.
Site Location----- A
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: Reference Plans and Specs.��'V►�
ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed r'
in accordance with regulations of Board of Health.
CHAIRMAN,BOARD OF HEALTH r,
Fee Site System Permit No. �-
NCrE : VMAX a ova sl Zt q Z
e a®Rra
BOARD (DiF HEALTH
yy ® 42,6D ib �o
S� yp'., '.•S OL
° 120 MAIN STREET TEL. 682-6483
��SSAC`NUS NORTH ANDOVER, MASS. 01845 Ext. 32
7A CANDLESTICK ROAD - TOM NEVE - 8:00 P.M. :
Mr. Steve Durso from Neve Associates was present representing Bob
Janusz, Lot#7 Candlestick. Mr. Durso proceeded to read a letter
dated April 15, 1992 from Neve Associates.
The letter requested that a variance be granted to local
regulations allowing the leaching area to be installed within 70
feet of the edge of a bordering vegetating wetland.
Mr. Durso stated that when IEP originally flagged this wetland
that the wetlands line was set at the edge of the current BVW and
due to the fact this retention area was created to take street
run off and was not grated to contain run off in a specific area
that the vegetation has crept up slope. He stated that this is
not a wetland that existed, this a wetland that crept up slope do
to an increase in run off.
Mrs . Nelson mentioned that the Conservation Commission
Administrator disagrees with that interpretation/opinion.
Ms. Conboy stated that Mr. Rosati is familiar with the property
but he has not reviewed the plan and he recommends that the Board
Members hold off on any actions regarding the property until he
reviews the plan.
On a motion by Mr. Osgood, seconded by Dr. Rizza, the Board voted
unanimously to wait and ask Mr. Rosati to review the plan and
vote on a variance at the next meeting.
Minutes: April 23 , 1992
"ORYp !,........
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® .. 70
10 BOARD OF HEALTH
9 - 120 MAIN STREET TEL. 682-6483
�9SSAc►+uSES�y NORTH ANDOVER, MASS. 01845 Ext. 32
LOT #7 CANDLESTICK ROAD: the
Mr. Robert Janusz, Owner, was present Mr. osati reviewed
ally
plans and he met with the Building Inspector is barier under the
agreed to install a 20 ML p yp la
foundation footing.
Septic tank 25 feet from building, 80 feet from detention area.
Bottom of bed 5 feet above water table. Plan revised May 20,
1992 .
On a motion by Mr. Osgood, seconded by
Dr. MacMillan, the Board
ce for two
voted to grant the varianeeofithe of tanks hfromothe
regulations, one dealing with the distance
house 25 feet verses 35 feet and distance m the between the field and
the wetlands 80 feet verses 10
BOARD OF HEALTH
MINUTES
MAY 21, 1992
FORb1 U
TOWN OF NORT11 ANDOVER
LOT RELEASE FORki
SUBDIVISION
ASSESSORS MAP
SUBDIVISION LOT(S)
PERMANENT ADDRESS (ASSIGNED BY D.P.W. _
STREET CAI-1 A'C J-�7/-�ll
APPLICANT J}j k1e i PHONE
DATE OF APPLICATION
TOWN USE BELOW THIS LINE
PLANNING BOARD
�~ llA'i'E APPROVED
TOW PLAN DATE REJECTED
CONSERVATION CObDIISSION
DATE APPROVED
CONSERVATION ADMIN. DATE REJECTED
BOARD OF HEALTH
DATE APPROVED
HEgL'1'H qANITARIAN DATE REJECTED
DEPARTMENT OF PUBLIC WORKS
DRIVEWAY PER11IT
.WATER CONNECTIONS May 7
FIRE DEPT.
RECEIVED BY BUILDING INSPECTION
DATE
This form shall be signed by the agents of the Planning and Health Boards ,
the Conservation Commission prior to the issuance of any building permits
for the subject lot. This form shall not releive the applicant from the
compliance of any applicable Town requirement or Bylaw.
__ J
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DATE `S Sheet of
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1
BOARD OF HEALTH
TOWN OF NORTH ANDOVER
SUBSURFACE DISPOSAL DESIGN REVIEW
FEE PERMIT #
DATE RECEIVED
APPLICANT
ASSESSOR'S MAP
ADDRESS PARCEL #
LOT #
STREET
ENGINEER
ADDRESS
PLAN DATE " W°
"' °- REVISION DATE
CONDITIONS OF APPROVAL:
APPROVED
DISAPPROVED
7 1 i�l ;a u
(17-A
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THO ,'NEVE
A SS
t,KING
April 15, 1992
Board of Health
Town Hall
124 Main Street
North Andover, MA 01845
RE: Lot #7A, Candlestick Road, North Andover, MA
Land of Robert Janusz
Dear Board Members:
Please find attached a Sanitary Disposal System Design plan for Lot
#7, prepared for Robert Janusz, originally on August 22 , 1986.
This lot is in the Jered Place development Phase I. Recently, this
lot went under a Purchase and Sales Agreement to sell to James
Grifoni. We have revised the plan to show the house which Mr.
Grifoni wishes to build, and in doing so have submitted the plan
with a Notice of Intent to the North Andover Conservation
Commission.
The North Andover Conservation Commission reviewed the edge of the
wetlands when the subdivision was originally proposed in 1988, and
those wetlands as established were shown on the drawing which
measure 101 feet away from the edge of the leaching chambers.
Recently Mr. Doucette Conservation Administrator, has redelineated
the wetland as a result of n wn vegetation. This new
wetland edge resulted because this area is now eing used as a
detention pond, which was constructed as a result of the
Candlestick Road subdivision. Drainage—from Candlestick Road now
discharges into this detention pond.
It is our professional opinion, that this has caused a wetter
condition to exist which in turn has caused vegetation to` creep up
the hillside closer to the area where the system was designed. The
new line creates a 70 foot separation to exist from these newly
f agged wet a ocal regulations require that the em
be separa ed tlands by a distance of 100 feet. You are
aware that the state code only requires a separation distance of
50 feet.
ENGINEERS @ o LAND SURVEYORS * LAND USE PLANNER;
447 Old Boston Road U.S. Route #1 Topstield, MA 01983
(508) 887-8586 FAX (508) 887.3480
I
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This lot currently has a construction works disposal permit. We
have reviewed this matter with Mr. Doucette. He thinks that it is
more appropriate that we request a variance from the local
regulations rather than proposing to fill this new found wetland
area in order to provide the 100 foot separation.
We agree with Mr. Doucette. Please consider the following:
1. The soil logs indicate that the land being built on is
comprised of well-'drained gravel.
2 . In the springtime of the year, the water tables were found at
a depth of 9 feet and 10 feet below the surface of the ground
respectively and the percolation rate was well below 2 minutes
per inch.
3 . These conditions guarantee a vertical percolation of sewage.
4 . The area where the system will be built is flat.
As designers we realize that the horizontal separation distances
are more a function of soil conditions. If this lot contained
glacial till or clay soils which promote more lateral movement than
vertical movement, I would have a different opinion, but since
gravel will ensure vertical movement, I feel a variance in this
matter is appropriate.
since this area if flat the separation distance is not as critical
since there are no slopes at which sewage in the latter stages of
the system's life could break out over the ground. This flat land
coupled with very pervious soils, establishes in my opinion what
the intent of the separation distances are.
Mr. Doucette indicated to me today that he was forwarding a letter
to your Board recommending that this variance be granted. I hope
that you will look favorably upon this request and grant a waiver
to your local regulations allowing the leaching area to be
installed within 70 feet of the edge of a bordering vegetating
wetland.
I
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Steven D'Urso, our soil scientist, will be accompanying Robert
Janusz to your meeting this evening in order to present these plans
with our request.
I appreciate your expeditious response to this matter.
Sincerely,
THOMAS E._,.-NE'VE'�ASSOCIATES, INC.
Thomas E. Neve, P.E. , R.L.S
President
TEN/alg
cc: Robert Janusz
1 -
JANUARY 28, 1992
TOWN OF NORTH ANDOVER
120 MAIN STREET
NORTH ANDOVER, NA. 01845
ATTN: MR. MICHAEL ROSATI
DEAR MR. ROSATI :
WHEN I MET YOU LAST WEEK ON LOT #43, I WAS SADDENED TO LEARN
OF YOUR PLANNED DEPARTURE FROM THE BOARD OF HEALTH. IF YOUR
DEPARTURE IS PLANNED WITHIN THE NEXT 30 DAYS, I WOULD LIKE
YOU TO CONSIDER THE FOLLOWING:
1 ) A SEPTIC DESIGN FOR LOT #7 JERAD PLACE PHASE 1 WAS
APPROVED ON JUNE 12, 1987 ( SITE SYSTEM PERMIT NO 547 ) .
2 ) THE PERMIT HAS EXPIRED AND THE REDESIGN OF THE SYSTEM IS
SUBJECT TO NEW REGULATIONS .
3 ) ABOUT A MONTH AGO, WE REVIEWED THE TOPOGRAPHY OF THE LOT
AS EXPRESSED IN THE ORIGINAL SEPTIC DESIGN — AND THE AREA IS
ESSENTIALLY LEVEL — BOTH DEEPHOLES WERE 100% GRAVEL BELOW A
30" LEVEL OF TOPSOIL & SUBSOIL TO WATER DEPTHS OF 108" AND
124" RESPECTIVELY.
I ASKED IF EITHER DEEPHOLES OR PERCS WOULD HAVE TO BE RE-
DONE, AND AFTER REVIEW — YOU INDICATED "NO" AS LONG AS THE
RE—VISED SYSTEM WAS IN THE SAME PLACE .
MIKE, THIS LOT WILL BE GOING UNDER PURCHASE AND SALE IN THE
VERY NEAR FUTURE AND I EXPECT TO BE COMING TO THE BOARD OF
HEALTH WITH A PLAN IN THE NEXT 30 DAYS . I WOULD LIKE YOU TO
REVIEW, VERIFY, AND SIGN — WITH WHATEVER QUALIFICATIONS MAY
BE NECESSARY — THAT NO NEW DEEPHOLES OR PERCS ARE NECESSARY
IF THE SYSTEM IS RE—DESIGNED IN THE SAME LOCATION.
THANK—YOU FOR YOUR ATTENTION, AND SINCERE BEST WISHES IN THE
FUTURE .
lee:
SINCERELY, "xi
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ROBERT NUSZ
40 SUNSET ROCK RD.
ANDOVER, MA. 01810
TOWN OF NORTH ANDOVER
SYSTEM PUMPING RECORD
DATE:
SYSTEM OWNER & ADDRESS SYSTEM LOCATION
(example: left front of house)
W
4wle Kzz",-,
DATE OF PUMPING: � c QUANTITY PUMPED GALLONS
CESSPOOL: NO DYES SEPTIC TANK: NO YES
NATURE OF SERVICE: ROUTINE EMERGENCY
OBSERVATIONS:
GOOD CONDITION VX FULL TO COVER
HEAVY GREASE BAFFLES IN PLACE
ROOTS LEACHFIELD RUNBACK
EXCESSIVE SOLIDS FLOODED
SOLIDS CARRYOVER OTHER(EXPLAIN)
SYSTEM PUMPED BY:
COMMENTS:
V.
CONTENTS TRANSFERRED TO: rn met
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TOWN OF NO TM A'NDOVI �,
uA I'F �S � > SYSTEM PU PINQ REcoRj.j
SYSTBM OWNER ADDRESS
.. SYSTEM�LpCATJ �N
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DATE OF PUMPlNQ: ,,
_.�.. l.lA NT1T Y PUMPED:
Q _.
Cl-SIPOOL: NO
_...,....YES,. _..... S00c Tank: NO, YES
NA PURE OF SERVICE: ROU'INE �
UEaERVATIONS'
GOOD CONDITION PULL 'T'0 COVER
HEAVY OREASE BAFFLES IN Pt,ACC, '
ROOTS �..__. LEACMP-LD RtJN$ACK
EXCESSIVE SOLIDS FLOODED
SOLID CARRYOVER .._ p"I'tiER EXPLAIN
ay»porn I'umpccl by .... ,.
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North Andover Board of Health Andover Septic
120 Main St. 47 Railroad St.
North Andover Ma.01845 Bradford Ma. 01835 1
Haul Lic. #151-OOH December 2000
Install Llc. # 128-0
Date Name &Address Gallons Comments
12/1/2000 Murphy - 16 Crossbow Lane 1500
12/2/2000 Manzi -72 Foster St 1000
- 12/4/2000 Grifin - 240 Candlestick Rd 1500
12/5/2000 Mcilvien - 57 So .Crass Rd 1500 Flooded
12/6/2000 Small - 440 Fosrer St 1000
12/6/2000 Orlando - 274 Foster St 1000
12/7/2000 Weger- 29 Barco lane 1000
12/8/2000 Walton - 161 Bridges Lane 1500
12/11/2000 Coflan - 73 Christian Way 1500
12/12/2000 Orlando - 7 Laconia Cir 1000
12/12/2000 Fitzgerald - Sharpner Pond Rd 1500
12/18/2000 Mangano - 324 Bradford St 1500
12/19/2000 Galea -= 1589 Salem St 1000
12/19/2000 Johnson - 91 Boston St 1000
12/22/2000 Senton - 1620 Turnpike St 1250 Flooded