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HomeMy WebLinkAboutMiscellaneous - 61 WOODCREST DRIVE 4/30/2018 (2)N O 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. 31V/f�' Seller: Robert Vaughan Seller, Rose Marie Vaughan �B d o e tli x2355\Agr went. 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 JJC\kmk cc: Michael Mimno, Esq. (counsel for Rose Marie Vaughan) „Robert.Vaughan. , Robert O'Sullivan (counsel jto David* Lynda Roberts) 97x2355\ Ltboardhealth3-12-98 Boston Office: One Liberty Square, 12th Floor, Boston, Massachusetts 02109 11 WIN RFD x 13 B11 tation Service Loca 10 iT'j6RKA508) 475-2593 -M- bally Willing Address: and OpOrated e en Special Instructions Per: Incomplete Reaso, AWPM Services Rendered Vacuum Pumping 0, x Observation Drain Cleaning Piptic Tank 0 Good Condition Main Line Drywell 0 Leech Pit Overflow l D El Leechfield Runback Riding High 7. .07oilet E3 Pump Chamber Full to Cover C3 Bathtub ��,-P— Vanity _10 M nwdlapj Floor- rap Yard' rain oaf CJ Portable Toilvll�� fi; // �1 AJ w ap El Heavy Grease Vent v Pho 0 Other Oty: Cl Roots CO3 Sewer 11 Oth Size: 91 Suggest Ele 13 Under 1000 gallons D 1000 gallons 0 1500 gallons E3 2000 gallons C3 3000 gallons C3 4000 Rootering 1:1 Van Ca [a JI a gallons liv Nvo a A har El Backhoe 0 0 _> P. r . I -e I.. 0 Consultation C 4T P rvi all 0 E i a, ),q,,Pason: t�� . .. 0 Waiting Time D Baffle Repair Digging Charge Is Per Driver Chemical Treatment Discretion 0 Other Description of W roll) 110 7n 174, 1-),M / .1 X, 'V Terms of Paym�/ Parts Vacuum Pumping Drain Cleaning th nth IqEfl5 DAYS Tax 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., 4�e purchaser . M. i rs',���.`��i`l.�-• ��4f��,+� - � # #: t��r as?a. � �r*.,e.'"'� �/'� � /���'1Af�`�� y.?���` i IS\±rr�, �0,fi_ '�'.. ... ,.. .�,..a s•, ,r' as �i � (j ♦ ...._.._.... :n�'d r 4iG{iSE' _, r L � _....._ .. .._ µµ .� v `7 4 ..0 . - art�� x ., - � '� .�...�`..:�W,.,...� �..... 4�.r8!.....+�:.7aa:•'=�i��Yi'i'fk ..'�',_ .'�c."a::- - .. .. -, a... .. - :_� _� .. . , 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: F' sr� 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 f 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 'stem N er m r'• i . FORn? 4 SYSTEM PUNIPLN'G PSN REID C �I i Conunonwealth -of Massachusetts `Massachusetts vstem Pum �r in g `&card ystem QC tion .77 71 Ad �A m r'• 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) �\—