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Home My WebLink AboutCorrespondence - 151 CARLTON LANE 8/8/1985 THOMAS E. NEW-j ASSOCIXMS, IN(--,',, August 8, 1985 Board of Health Town Hall North Andover, 'MA 01845 RE: Lot #35, Carlton Lane, No. Andover Gentlemen: This letter is a response to the DEQE' s disapproval of a variance to the provisions of 310 CMR 15. 14, for Lot #35, Carlton Lane. This letter will address each of the deficiencies with the septic design as mentioned in the DEQE's letter, dated May 3, 1985 The street drain is not 12 feet from the reserve area. It is 55 feet (subsurface drain located on the opposite side of the street) . The 10 mil polyethylene barrier will be changed to a clay barrier which will be located between the septic system and driveway. Details regarding the barrier have been added to the plan, A barrier is no longer required between the septic system and the street line. It now conforms to the slope requirement, through a change in the grading design. The clay barrier is now 35 feet from a catch basin and 10' from the property line. A retaining wall has been added to the design to improve the design with respect to the depth of the trenches and the existing water table gradient. This information and revised plan should be acceptable to DEQE requirements. Very truly yours, T MAS � VE AS CIATES, INC. T omas E. Neve, P.E. ,R.L.S. President ENGINEERS 447 01-D Bos-f ON ROAD LANG SURVEYORS °I OPS1=IELD, MA 019£33 LAND USE PLANNERS (617) 887-8586 TIR"WIAS E. NEAT; ASSO(I'A.I,A'rl,'."I,"�l"N�kS�, IN(,". January 29, 1985 Board of Health [own Hall North Andover, MA 01845 RE: Request for Variance from Slope Requirements, Lot 35, Carlton Lane, North Andover, MA Dear Mike: Please find attached a blueprint of the Sanitary Disposal System for Lot #35 Carlton Lane. At your request, we have extended the drain line and relocated the location of the headwall so that open channel drainage discharge would be at 1001 from the proposed system. With the design as shown, we are unable to comply strictly with the slope requirements, therefore we have designed for the installation of a 10 mil thick polyethylene barrier on the downslope of the system. This barrier will eliminate the possiblity of "breakout" . Please consider our request for this variance. We feel we have met the performance standards of your regulations. Thank you for your consideration. Very truly yours, THOMAS E. .NE,VE ASSOCIATES, INC OF UP T TH0 S 'V Thomas E. Neve, P.E. , R.L.S. No.31724,-) NEVE <I President e xSION Enc. E N(: I N E E 1Z`3 447 OLD EK)s-rON ROAD LAND SURVEYORS VOPSHELD, MAO 1983 LAND USE PLANNEFIS (617) 887--8586 IORT4 BOARD OF HEALTH 120 MAIN STREET ��SSAeHUS ��y NORTH ANDOVER, MASS. 0845 TEL. 682-6400 April 4, 1985 Department Environment a1 Quality Engineering 5 -Commonwealth Ave Woburn, Mass . Gentlemen: Enclosed is a copy of a lett( r sent to applicant of a request for a variance to Title V. This Board has accepted the applicant 's proposal to install a plastic barrier on the "d, ,qn. ill" side of the leach area where design considerations have made the fulfillment of the minimum fill requirements in Title V impractical . Please let us know if you have any addi- tional comments . Sincerely, Michael Gr: f, R. S . Inspector Y'- r . mg,mj cc : Neve Assoc. Plan enclosed µORTH 041} .0 `q�°� BOARD OF HEALTH m 120 MAIN STREET ��SSacwuSEi�� NORTI-1 ANDOVER, MASS. 01845 TEL. 682-6400 April ; , 19$5 Thomas E. Neve Associates Inc { 447 Old Boston Rd. Re : Variance Request Topsfield, Mass 01983 Lot 35 Carlton Lane Dear Sir: The Board of Health has agreed to grant a variance to breakout fill requirements on thi..s lot. t . We feel that the impervious barrier shown on the plan would provide sufficient protection against sewage breakout to satisfy the intent of Title V. This variance shall be considered to be in effect as long as the conditions proposed on the revised septic system plan prepared by Neve Associates , dated 11/19/85 have been met . Sincerely yotrs , Michael Graf, R.S . Inspector mg;mj cc : D.E.Q.E. a � � a�C�i2t� ��tia�, Cor�rsaP,efurr� AW I� S. RUSSELL SYLVA Commissioner 935-2160 May 3, 1985 North Andover Board of Health RE: NORTH ANDOVER- Variance- Town Building Title 5- State Environmental 120 Main Street Code-Lot #35 North Andover, NIA 01845 Carlton Lane-General Store Realty Trust Gentlemen: The Metropolitan Boston/Northeast Regional Office, Division of Water Pollution Control, of the Department of Environmental Quality Engineering on April 5, 1985 received notification that the North Andover Board of Health had approved a variance to the provisions of 310 CMR 15.14: Illustration A of Title 5 for the installation of a "10 Mil Polyethylene Barrier" in lieu of slope requirements for the subject site. Accompanying the notification is a plan which is titled: Sanitary Disposal System General Store Realty Trust Carlton Lane - Lot #35 North Andover, MA 01960 Eng:Thomas E. Neve Associates, Inc. Scale: As Shown Date: November 19, 1985 Revised: April 3, 1985 (hand written) An engineer of the Department has reviewed the plan and notes that the location of the proposed polyethylene barrier is shown on the plan view but is not addressed on the system profile as required by the Department. Additional details of the barrier (proposed method of installation, depth and etc. ) must be shown. Additionally, be advised that the Department has approved clay and concrete barries in lieu of the slope requirements. A singular polyethylene barrier has not been previously approved. The Department considers any barrier installation, in lieu of slope requirements, to be an intrinsical component of a subsurface sewage disposal system and must be in compliance with Title 5. The barrier, as proposed, is approximately seven (7) feet from the property line whereas regulation 310 CMR 15.03:7 requires a minimum separation of ten (10) feet. It also appears as though there is an existing subsurface drain (street) at the southerly property line which is less than twenty five (25) feet from the proposed reserve leaching trench (12 feet) in violation of Title 5. North Andover Board of Health Page-2- Based upon the above noted deficiencies, the Department at this time, disapproves the Variance granted by the North Andover Board of Health for the installation of A 10 Mil. polyethylene barrier for the subject sate. if additional information is required, contact Thomas F. Clougherty at the above address or at 935-2160. Very truly yours, v William A. Kral, P.E. Deputy Regional Environmental ET gixi,p.er WAK/Etfc/bc cc: Thomas E. Neve Association, Inc. , 447 Old Boston Rd. , Topsfield, MA 01983 General Store Realty Trust, 7 Johnson St. , North Andover, MA 01845 FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. -****I************************APPLICANT FILLS OUT THIS SECTION`********'************** APPLICANT &_4V0413 PHONE cL `0 3 qq !LOCATION: Assessor's Map Number PARCEL d4 g SUBDIVISION LOT (S) STREET ST. NUMBER ******* ******* ****** *** ******OFFICIAL USE ONLY*** *** **** ******** ******** REC ' MENDATlONS OF TOWN AGENTS: ONSERVATION ADM STRATOR DATE APPROVED DATE REJECTED' C' COMMENTS hl ,)Y,)- oa — cu Cero3xf U TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD NS P CTOR-HEALTH DATE APPROVED t DATE REJECTED NSPE OR-HEALTH DATE APPROVED DATE REJECTED COMMENTS 36f ft4ft f P tar. PUBLIC WORKS -SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR_ __.._DATE Revised 8197 jm Check Lint P,aize 2 C FAIL OK Leaching Pita are Preferred where the irwatallation io possible Rog 1. a calculations of leaching aroa-mUdom 500 pct ft b apacing :ao c aurface d aU c w d cover material C� 14'Afl oplaah,pad . too at elbow no d in pipe from d to pipe P d Reg 15. + c tMan 20 b, area-minimm 900 6q, ft « a 0 conatruction of field x,5.8 d) marf ce drainage w a collar, W1, or d Reg ,;.'t 00 "OU. c c >ca """ ` hing roa-min 5W Pq ft Via) cp ci ft mW 6 .fit with rooervo bct %tea 14.4 c) dimensions 3.4.6 d) constr,ct on 14.7 e atone . w o it surface drainage 2% i Dowftll Sea p L be shown e� � b) y/x X 1% be she _PM 19 Reg 9. ) air 9.6 b) c d by power r J, J, card of Health Nrr*„h ."lindover,Mas a A. SUBSURrACE DIVOSAL DESIGN CHEICK LINT •LOT . APPROVED DATE DISAPPROVED DATE�,� Provided: Reasons: el � Title 9 FAIL OK Reg 2.5 The submitted Plan =at show as a minicar ��r� G � "� mu a) the lot to be served-area°dimensions , < ' b location and log deep observation ho;�� 'We d design calculations &calculationsesl ^ �/ 4 (e) location and dimensions of system-iD 6 Deed contours `` ' ° (g) location any wet areas within 1.00' o rl ' � a-1,C> e5UI.a disclaimer-check wetlands mapping (h) surface and subsurface drains within. system or disclaimer . (i) location any 0ainage easements with'` system or disclaimer-Planning Board , (3) known sources of water supply within, system or disclaimer (k) location of mW proposed well to ser (1) location-of water lines on paroperty-'� m) location of benchmark n) driveways o garbage disposals P no Pvc to be used in construction (q) Profile of, syst+em-elevations of basal .._. distribution box inlets and outlets.* Other elevations i (r) ma,ximm ,ground water elevation in a' (s) Plan must be Prepared by a Profess" professional authorized by law to Reg Septic "Tanks (a) oappaacit ,es• 5096 of flow.* water table, tees.* depth of tees.* access$ pumping (b) cleanout (c 10a, from cellar wall or ix aund suWdug P001 (d� 2$1 from subsurface drains Reg 10.2 Distribution Boxes a) slope greater" 0.06 Reg 1d.4 4b) sump a a b t" �l V l i N Q A� Fib _ /b „x Y V • -yry 'i Ndd�T'N Au vL;i,�I MA, 'w�Y .DL<..L 5v5T " i AVD(TIOMAL. W5 :l (pra t p► '�) � �� Fe bt�APt��`�V�6� DA�r FVAL APP VAL �� F. V 47, APP OI(A t3