HomeMy WebLinkAboutMiscellaneous - 61 WOODCREST DRIVE 4/30/2018 (2)N
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FROM: FeinMan Law Office FAX NO.: 9784750852 03-16-98 O8:57A P.O2
March 15, 1998
Board of Health
North Andover, MA 01845
Re: 61 Woodcrest Drive, North Andover, MA ("61 Woodcrest Drive")
Robert Vaughan and Rose Marie Vaughan (the "Sellers") and David G.
Roberts and Lynda G. Roberts (the "Buyers"), agree that the Buyers shall 'be
responsible for connecting 61 Woodcrest Drive to town sewer within the next
two:: years. or sooner as stipulated by Title -V or local -regulations. The Buyers'
obligation shall follow and is dependent upon transfer of title to 61 Woodcrest
Drive, from the Sellers to the Buyers. This agreement is binding to successors in
interest to the Buyers.
By this agreement, the undersigned parties request the Board of Health to
grant a waiver:of th91166"V�inspection:on 1.61 :Woodcrekbrive.
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Seller: Robert Vaughan
Seller, Rose Marie Vaughan
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Buyer: David G. Roberts
Buyer: Lynda G. Roberts
LAW OFFICES OF
MICHAEL B. FEINMAN, ESQ. Business & Trial Lawyers
The BankBoston Building
23 Main Street, Andover, Massachusetts 01810 Fax: (978) 475-0852
Telephone: (978) 475-0080 Email: info@feinmanlaw.com
Michael B. Feinman
Jeffrey J. Cymrot
March 16,1998 E:r
Board of Health MAR 1 7
30 School Street
North Andover, MA 01845
Attn: Susan Ford
Re: 61 Woodcrest Drive, North Andover, MA
Dear Ms. Ford:
My office represents Robert Vaughan, owner of the real property at 61
Woodcrest Drive, North Andover, Massachusetts, in matters relating to the sale
of his residence referenced above. Mr. Vaughan and his wife, Rose Marie
Vaughan, have entered into an agreement to sell their property to David G.
Roberts. and Lynda G. Roberts. In connection with this sale, Mr. and Mrs.
Vaughan seek a,waiver,of their Title V, inspection based on the pending
connection, -the' the .residence to town sewer.
Please place the request of Mr. and Mrs. Vaughan for a waiver on the
agenda for the Board of Health meeting scheduled for Thursday, March 26, 1998,
at which time Mr. and Mrs. Vaughan will present a binding agreement to the
Board of Health.
Please call me if you have any questions on this matter.
Very truly yours,
Law Offices of
Michael B. Feinman, Esq.
t-jeffre J. -6y of
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cc: Michael Mimno, Esq. (counsel for Rose Marie Vaughan)
„Robert.Vaughan. ,
Robert O'Sullivan (counsel jto David* Lynda Roberts)
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Boston Office: One Liberty Square, 12th Floor, Boston, Massachusetts 02109
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Special Instructions
Per: Incomplete Reaso,
AWPM
Services Rendered
Vacuum Pumping
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Observation
Drain Cleaning
Piptic Tank
0 Good Condition
Main Line
Drywell
0 Leech Pit Overflow
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Riding High 7.
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Full to Cover
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Description of W roll)
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Terms & Conditions. Discount
0 Credit
trlloot responsible for damage beyond curb line. _r/3 - .5% per month vAll be. chitiged to�acoci6rits _�as_t_due
shall be reported within 48 hours.
11. complaints agrees to pay all cost . of collection.,
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SEPTIC SYSTEM INSPECTION FORM
ADDRESS 6 l W cep �- c- —e&�
DATE INSPECTED b p
PROPERLY FliNCTIONING? O N
WEATHER CONDITIONS
COMMENTS
WA`iirR GZLALiTy TEST FT-,�' 2i=5ULT�^?
DYE TEST PERFORMED? Y N
DATE?
SKETCH:
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APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
la HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
Z ereby make application for a permit for a sewage disposal installation at
mss' `76, h- . 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 2%. I will install a con-
crete septic tank of in size. A manhole (s) permitting easy cleaning
will be provided with removable 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 c�1'1� lineal (square) 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 the pipes 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 /o
Signature of Applicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE �° �Y' G 9
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
DATEp .3.3 J-7 p
T
Signature o Inspecting Offic
Percolation Test
Garbage Grinder
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BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
zoos .-Z7
1. NAME .� �iy� Cv.®n/�� DATE
2. ADDRESS aa�G-mss: /�p/�l� LOT NO. TEL.
3. NO. OF BEDROOMS /=jt/E DEN YES NO
4. GARBAGE GRINDER YES i/ 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 r
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.
BOARD OF HEALTH OF NORTH ANDOVER, MASSACHUSETTS
SEWAGE DISPOSAL
DATE 10/9/69
Mr. Eugene R. Conn6r
NAME OF APPLICANT Lot #45 - Roodcrest ra-i me4
LOCATION
Address of lot no.
BUILDING: Dwelling X Other
SYSTEM: New X Repair
GENERAL DESCRIPTION OF LAND high
SUBSOIL: Clay Gravel Sand
PERCOLATION TEST. minutes per inch.
MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK 1,000 gallon capacity.
LEACH FIELD 204 lineal feet of drain pipe.
William J. iscoll, Engi'lqeer
Board of He th
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. FORn? 4 SYSTEM PUNIPLN'G
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Conunonwealth -of Massachusetts
`Massachusetts
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.77 71
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TOWN OF ANDOVER
SEPTIC SYSTEM SERVICING
REPORT
Date: -- - -- ----- --- - -- ---- - - -
Homeowner•_ Pumper
StreetAzA2�4�,AC Address:
Phone Phone
Nature of S-arvice: Routine
Emergency
Observations:. Good Condition
Full to Cover
Baffles in Place
Leachfield Runback
Excessive Solids
--Heav Grease
-
Roots --
Other (Explain)
Description of Work:
1
Comments:
Town of North Andover. M
Watershed Septic System
Servicing Report
Date: 11/11/98
• -• ,mn►
Street 74n sRARPmFRs PoNn ROA
Nature of Service:
Observations:
Description of Work:
ROUTTME PTTMPT n
Comments:
Routine X
Emergency
Pumper : RAGGS SEPTIC` SERVICE TNC
Address: p,0. BOX 1027, CONCORD MA
Phone : 978-369-1100
Good Condition
Full to Cover
Baffles in Place
Leachfield Runback
Excessive Solids
Heavy Grease
Roots
Other (Explain)
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