HomeMy WebLinkAboutMiscellaneous - 22 RALEIGH TAVERN LANE 8/24/2015 (3) a
DIVERSIFIED
CIVIL NGI SING
1
NOTIFICATION OF CANCELLATION OF PUBLIC HEARING
Please be advised that the Public Hearing to be held at North Andover Board of Health meeting
on Thursday,March 23, 2000 at 7:30 PM to discuss a Request for Variance has been canceled.
The hearing was to be held on behalf of Joseph& Theresa Harb for there property at 22 Raleigh
Tavern Road.
P.O. lox 890•359 Littleton Road,Westford, MA 01886 Tel. (978) 692-0939 FAX (978) 692-5339
DIVERSIFIED
a CIVIL ENGINEE RING
359 Littleton Rd.
Westford,MA 01885
DATE JOB NO.
(978)6920939 �• �J C":�C��ZC I
ATTENn
FAX 978 692-5339 oN
TO RE: I
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WE ARE SENDING YOU K Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
,a Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
t�' I7 C� ✓ 7z T-1 L it /a-r � I
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THESE ARE TRANSMITTED as checked below:
(5& For approval ❑ Approved as submitted ❑ Resubmit copies for approval
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REMARKS
- ---SIGNED:._..4�_ --
,siciosures are not as noted,icirwdiy notify us at once.
Feb-10-00 05: 12P Paul D. Turbide, PE PLS 978-465-0313 P. 03
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Feb-10-00 05: 11P Paul D. Tur~bide, PE/PLS 978-465-0313 P . 01
Facsimile Cover Sheet
To: SANDRA STARR
Company: NORTH ANDOVER
Phone: ®68
Fax:
From: Carlton A. Brown
Company: Port Engineering Associates, Inc.
Phone: (978) 465®8594
X: (978) 465®0313
Date e 10, 2000
Pages Including his
Cover Page: 5
Comments:
Sandy,
Enclosed are the perc results for 22 Raleigh Tavern and 146 Olympic.
Note that for 22 Raleigh Tavern, the groundwater was in the C layer and thus a
percolation test could not be performed. The C layer was a sandy loam almost to a loamy
sand but was saturated. The soil is not firm and had a mushy consistancy when the
backhoe cast the soil into the pile. I have personally performed dewatered tests, and it is
my opinion that this site would not be conducive to dewatering because the soil is not
firm. Dirk Fitzpatrick took a representative sample to have a certified soils lab analyze the
soil to estimate a percolation rate as per the DEP written guidelines entitled Guidance on
Maximum Feasible Compliance. Call me if you have any questions or comments on this.
There was also a stump that had been buried and which was dug up in TH-2, however
there was the same soil under the stump as in the rest of TH-1 and TH-2. My
recommendation would be that any stumps(if there are any more)must be removed and
proper fill replaced.
Thanks,
Carlton
Ile Ap
41JZY1
NORTHA D H ALT°H TEL. 688-9540
ANDOVER, AS . 01845
APPLICATION FOR SOIL TESTS
DATE: //a
LOCATION OF OIL TESTS: -�, a--
Assessor's map & parcel number:
OWNER: c - TEL. NO.: �°T�'- 3 �Cp
ADDRESS:
ENGINEER: Ct��� TEL. NO.:
CERTIFIED SOIL EVALUATOR:
Intended use of land: residential subdivision, Ingle famil h� commercial
Repair testing ✓ Undeveloped lot testing
N. A. Conservation Commission Approval:
THE FOLLOWING DUST BE INCLUDED WITH THIS FORM:
1. Proof of land ownership (Tax bill, deed, or letter from owner permitting
tests)
2. Plot plan
3. Fee of $275.00 per lot for new construction. This covers the minimum two deep holes
and two percolation tests required for each disposal area. Fee of $75.00 per lot for
repairs or upgrades.
GENERAL INFORMATION
1. Only Certified Soil Evaluators may perform deep hole inspections.
2. Only Mass. Registered Sanitarians and Professional Engineers can design septic
plans.
3. At least two deep holes and two percolation tests are required for each septic system
disposal area.
4. Repairs require at least two deep holes and at least one percolation test, at the
discretion of the BOH representative.
5. Full payment will be required for all additional tests within two weeks of testing.
6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to
the Board of Health showing the location of all tests (including aborted tests).
7. Within 60 days of testing soil evaluation forms shall be submitted.
Detach - - - - - - - - - - - - - - - . . . Return Top Voucher with Payment r . . . . . . . . . . . . . . . . . Uetach
ABATEMENT APALICATIONS MUST BE RECEIVEQ BY THE ASSESSORS OFFICE NO.LATER THAN02lO1200D
Znteres at the rategf 14 per annum will?accrueon
overdue!;payments fromthe due date until payment %s made::
See ReverseSide,for Additional ,Znforma �on
Ma 107.A Blk: 0104 Lots OODO,O LocatTOn: !!22 RALEIGH TAVERN LANE 20I?0 REAL .ESTATE
Land.;:tac) i.D30 Bldg Val Lie 132 000 :Res Exemptn 0 3.608 RE'.
61AB Cred Q Tot Tax Val 248400
Land Value 116 40D Totl Value 248 4D0 FY 2000 Tax 3 70 64 TOTAL TAX 3 703 64
DeedlLe al.:>1307 96'' Other id 210107A010400000 200D AMOUNT 970 24.
Description !Class'. Valuation MAY O1 20QD AMOUNT 970 24!
SC101', 101 248;400 PRI:OR AMQgNT BILIED l 763 1bi
TOTAL TAXES PAIl7 :' Z 763 16
EXE h1PTION/ABATEMENT
t�? PRIOR AMOUNTS OVERDUE b 00
HARB,:JOSEPH`M INtREST 0 00!
THERESA.E HARB
22 RA(EICH TAVE RN LANE AMQIlNT DUE! FEB Ql 2000 974 24.
NORTHANDOVER MA 01845 -
FISCAL YEAR 2000 REAL ESTATE TAX BILL
MAKE PAYMENTS TO THE COMMONWEALTH OF MASSACHUSETTS BILL NUMBER 3608 RE
TOWN OF NORTH ANDOVER NORTH ANDOVER Loc: 22 RALEIGH TAVERN LANE
P. 0. BOX 124 OFFICE OF THE COLLECTOR OF TAXES Id: 107.A 0104 0000.0
NO. ANDOVER, MA 01845 Based upon assessments as of Jan 01 1999 your tax Deed/Legal : 1307 96
M-F 8:30-4:30;2/1 TO 7:30P for the fiscal year commencing July 1, 1999 and ending Land Area 1.030 (ac)
TAX 688-9550/ASSR 688-9566 June 30 2000 on the described property is as follows: 3RD PAYMENT RECEIPT VOUCHER
Tax Rate per $1000 of valuation Desc. Amount Interest 3rd Asmt Amount Interest TOTAL TAX 3 703.64
RES-1 OPN-2 COM-3 IND-4 YTD TAX 2,733.40 0 FEB 01< 2Q00 AMOUNT 970.24
14.91 14.91 17.88 17.88 4-TAX 970.24 0 MAY: O1 20.00 AMOUNT 970.24'
PRIOR
AMOUNTIB I LIED l 763.16'
TOTAL TAXES RAID.:; 763.16.
HARB, JOSEPH M EXEMPTIONIABATOENT
THERESA E HARB PRrbR �OVf�T� OYZERQUr b.0o'
22 RALEIGH TAVERN LANE INTEREST D.00''
NORTH ANDOVER MA 01845
AMOUNT::DUF FEB 01, 2000 970.24' '
EXHIBIT "A"
The land in North Andover, Essex County, Massachusetts, together
with the buildings thereon, shown as Lot 10 on a plan of "Raleigh
Tavern Estates" Sheet 1, recorded with North District of Essex
Registry of deeds as Plan #5913 , and bounded:
SOUTHERLY: By Raleigh Tavern Lane (North) in two courses, 100
feet and 55 feet;
EASTERLY: By Lot 11 on said plan, 280.72 feet;
NORTHWESTERLY: by a stone wall by land now or formerly of Farr
279 . 52 feet; and
WESTERLY: by a lot shown on said plan as owned by Old North
Andover Realty Trust 199 . 65 feet.
Containing 45, 073 square feet of land more or less according to
said plan.
Together with the right to use the ways as shown on said plan in
common with others entitled thereto.
Being the same premises conveyed to us by deed of James M.
Beveridge and Sally R. Beveridge dated May 2 , 1977 and recorded in
Essex North District Registry of Deeds at Book 1307 , Page 96.
NORTH ANDOVER BOAR OF HEALTH
AUTHORIZATION FOR SOIL, TESTS
LOCATION ENGINEER TEL # PAID DATE TO PORT
22 Raleigh Tavern Lane Kirk Fitzpatrick 978-686-4200 Yes February 1,2000
Peter Parent
Carlton,
This is a repair and the Board of Health wants you to assess the weather and ground conditions and do the testing when it's
appropriate in the best interests of the septic system. Call if you have any questions.
Sandy
FAX TO: Port Engineering, Carlton Brown Fax#: 978-465-0313
FROM: North Andover Board of Health, Sandy Starr
Tel. # 978-688-9540
1
i
1
January 5 , 2000
Board of Health
27 Charles Street
North Andover, 01845
Dear Members of The Board
We, the undersigned, own property at 22 Raleigh Tavern Lane,North Andover. It is a single
family home located in a residential neighborhood. We have been living at this address for the past 21
years. The home is thirty years old and we are the subsequent owners. The original septic system was
installed at the time the home was built(records show 1.969).
We have had Diversified Engineering look at the system as well as Bateson Enterprises Inc. Neil
Bateson has pumped out this system once a year since we purchased the property. Both have stated it
would not pass Title V because of the wet and saturated area surrounding the leatchfield which is an
indication that the system is failing. Please be aware that several of our neighbors have sold within the
past two years and have had to replace their systems. In the event of a future sale of our home, we feel
replacement of our system would be inevitable, therefore, we would like to start the proceedings as
soon as possible.
Due to the above-mentioned reasons, we request to be placed on the agenda for the next meeting
scheduled for Thursday, January 27`x' at 7:00 pm to discuss seeking a variance on the local regulation
pertaining to soil testing at 22 Raleigh Tavern Lane.
I
Thank you in advance for your consideration of our request.
Sincerely,
Joseph M. Harb
Theresa E. Harb
JMH:TEH
cc: Peter Parent
Diversified Engineering
JAN 6
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BOARD OF HEALTH
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146 MAIN STREET TEL. 688-9 540
?SSwCF1U5 NORTH ANDOVER, MASS. 01845
APPLICATION FOR SOIL TESTS
DATE: zei -
LOCATION OF SOIL TESTS: ZZ
Assessor's map & parcel number: ] /?- Ca
OWNER: _ .. (4 a. 6 TEL. NO.: '
ADDRESS: z 12- Cle,,
ENGINEER: v, ce, �,, J TEL. NO.: "> ,
CERTIFIED SOIL EVALUATOR: f2evj )gj oc k
Intended use of land: residential subdivision, single family home, commercial
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM:
1. Proof of land ownership (Tax bill, deed, or letter from owner permitting
tests)
2. Plot plan
3. Fee of $175.00 per lot for new construction. This covers the two deep holes
and two percolation tests required for each lot. Fee of$75.00 per lot for
repairs or upgrades.
GENERAL INFORMATION
1. Only Certified Soil Evaluators may perform deep hole inspections.
2. Only Mass. Registered Sanitarians and Professional Engineers can design
septic plans.
3. At least two deep holes and two percolation tests are required for each septic
system.
4. Repairs require at least two deep holes and at least one percolation test, at
the discretion of the BOH representative.
5. Full payment will be required for all additional tests within two weeks of
testing.
6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be
submitted to the Board of Health showing the location of all tests (including
aborted tests).
7. Within 60 days of testing soil evaluation forms shall be submitted.
Apr-26-00 07. 23A Paul D- TLAYbide, PE/PLS 978--465-0313 P . 02
April 26, 2000
Sandra Starr
North Andover Board of Health Administrator
Office of Community Development and Services
30 School St.
North Andover, MA 01 84 5
RE: Title V review for 22 Raleigh Tavern Lane
Dear Sandra,
Enclosed find the "Checklist for North Andover Septic System Plans" for the above-
mentioned site. The following is a list of all the 'Problem' areas and deficiencies Port
Engineering has found.
u The proposed impervious barrier is a 20-mil geo-membrane. North Andover
requires a concrete retaining wall NA 9.01 (A local waiver will be required).
Ei Distribution lines must be connected with solid pipe. NA 15.01
(Note that there is a request for local upgrade waiver to decrease separation of distance
from bottom of leaching bed to estimated seasonal high water from 4' to 3'. In my
opinion this is a reasonable request.)
If you have any questions or comments please feel free to contact me.
Sincerely
Carlton A. Brown, PE/PLS
Raleigh22,doc
GIN
PORT
Civil Engineers&
Lind Survevors
One Harris Street
Newburyporl,MA
01950
(978)465-8594