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HomeMy WebLinkAboutMiscellaneous - 26 STONECLEAVE ROAD 4/30/2018 (2)Commonwealth of Massachusetts City/Town of Sys'tem Pumping Record Form 4 DEP has provided this form for use by local Boards of Health. Other forms may be *used, but the information must be substantially the same as that provided here. Before using.this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information 1. System Location: Left / Right front of house, Left /4��'tr—�—of -Z�, Left / 60 �iof house, Left Right side of building, . Left Right front of building, Left / Right rear of building,,, �nder �dde Address Cityrrown 2. System Owner: Name Aaaress (it aitrerent trom location) Cityrrown State Zip Code Sta Zip Code Telephone Number B. Pumping Record LA -q �\3 1. Date of Pumping Date 2. Quantity Pumped� 3. Type of system- Fj Cesspool(s) R -'Septic Tank 4. D Other (describe): Effluent Tee Filter present? Yes 21N--o�' 5. Condition of 6. System Pumped By - /'s-2n� Gallons F1 Tight Tank If yes, was it cleaned? El Yes F� No Neil Bateson F5821 RECEIVED m Name Vehicle Licefo 7NuT Bateson Enterprises Inc Company APR 16 2013 7. Locatim6where content- were disposed: TOWN OF NORTH ANDOVER ,I-'- -'A' - HEALTH DEPARTMENT Lowell Waste Water —ct uleq j Date t5fonn4.doc- 06/03 System Pumping Record - Page I of 1 40RTH BOARD OF HEALTH 120 MAIN STREET NORTH ANDOVER, MASS. 01845 TEL. 682-6400 Sep 10, 1985 Mr. Thomas Clougherty Environmental Engineer, DEQE 5 Commonwealth Ave Woburn.Mass. Dear Mr. Clougherty: This Bo�rd has granted a variance from Title V, Section 15.03, to Richard Reming, 31 Stonecleave Rd., No.Andover for the construction of a swimming pool. Enclosed herewith are letters from Mr. Reming with his reasons for the' request and copies of his sub -surface disposal system. Very truly yours, go;mj Gayton Osgood Chairman 'WELL IDATA-3ASE A -D 0 F�7:"7 S: OF -W=,,'.- �-C' 9-2 L C CA 0 Ni: E) EP 7c i OF 7, 7 -Lr-: �=OFWE=-� a-- DFII=l b. 13,ul G UlMfcc) R ROCE-- Z Lk=- - - -Y T N, - b7 -k w YA Y. L S. y N LT - 1 7y =-- I L.0 A::A E. A 3 -1- . it L ADDRESS: 3.0 I D R M L-1 E -c AG OF W,=: 7v= LC.CA7LnN: 7v= PE1=1 ir /40/', Z::-� w R lot WE -LL F 7 -- TYPE OF TEELL: a- DRILT= TY -p E 0 F WA =1 B EAR -II\TG RO C K. IWIN -7WATER, A I � -7-1 G H. N L, vN, G, A -N, E S E: -NL-A-L,,�SIS DATH: =,.rz- EPION- y N 0 7TIER C 0 TA�,/Cl 4 A -N. T 3: y y Z 4V� S. RUSSELL SYLVA Commissioner 935-2160 October 4, 1985 Board of Health RE: NORTH ANDOVER- Variance - 120 Main Street 310 GVR 15.03:7 (Distances) - North Andover, MA 01845 Title 5- State Environmental Code - Richard Rming- 31 Stoneclea-ve Rld. Gentlemen: The Metropolitan Boston/Northeast Regional Office, Division of Water Pollution Control, of the Department of Environmental Quality Engineering is in receipt of your letter, dated Septenber 10, 1985, notifying the Department that the North Andover Board of Health had granted a variance to the provisions of 310 OR 15.03:7 (Title 5) of the State Environmental Code for the subject site. Specifically, the variance granted pertained to a lesser horizontal distance (10 feet) separation between leaching facilities and a proposed in -ground swimning pool instead of the 20 foot requirenent contained by the provisions of Title 5. AcconPanying the notification is a copy of an "As Built" subsurface disposal system and a topographic plan noting the existing active and Reserve Leaching Facilities. Be advised that a plan, noting the exact location of the proposed swimming pool, mist be submitted to the Department for review. Until such plan is received, the * Department cannot respond to the variance granted by the North Andover Board of Health. If additional information is required, contact Tom F. Clougherty at the above address or at 935-2160. Very truly your lliarn A. Krol, P. E, Deputy Regional Envirom-ental Engineer WAK/TFC/bc cc: Richard Raning, 31 Stonecleave Road, North Andover, MA 01845 6A19- L -- AORTH 0 4 P BOARD OF HEALTH 120 MAIN STREET NORTH ANDOVER, MASS. 01845 TEL. 682-6400 Sep.10,1985 Mr. Richard A.Reming, 31 Stonecleave Rd. No.Andover,Mass. Dear Mr. Reming: This Board voted at its meeting of Sep. 9, 1985 to grant your request for a variance from Title V, Section 15.03, Distance of Inground Pool From Leaching Area of subsurface disp9sal system. The variance allows construction of the pool within ten feet of the leaching area instead of the usually required twenty feet. As required in Title V, a copy of this variance is being submitted to the DEQE for their consideration. They are allowed thirty days to reply and no construction can be started until this time has expired or they have replied to the notice. go;mj cc: Town Clerk Bldg.Insp. Very truly yours, Gayt6n Osgood Chairman t August 14, 1985 Mr. Gayton Osgood, Chairman Board of Health No.Andover, Ma . ss. Dear Mr. Osgood: I hereby apply for a variance from Title V, State Environmental Code, Section 15.03, Distance of inground swimming pool from leaching area of my subsurface sewerage disposal system. I want to place the pool 10 feet instead of the required 20 feet. My property has a large rise in the land between my land and that of the lot on the road in the rear. This compromises the installation of the pool at 20 feet and would necessitate the removal of the hill. I feel the reduction to 10 feet would not have adverse effect on the septic system. I have notified all abutters by registered mail as required. Very truly yours, R, Pchard A. Reming 31 Stonecleave Rd. No.Andover,Mass. to RTH 0� 1, 0 OL BOARD OF HEALTH 120 MAIN STREET NORTH ANDOVER, MASS. 01845 Sep 3, 1985 TEL. 682-6400 Mr. Richard Reming 31 Stonecleave Rd. No.Andover.Mass. Dear Mr. Reming: Your request for a variance of the required distances of your proposed swimming pool from your subsurface disposal system has been received. This matter will be acted upon at our next meeting, Monday, September 9, 1985 at 6:30 P.M., All abutters have been notified of this meeting. go;mj Very truly yours, Gayton Osgood Chairman NORTH MMFER. BOARD OF HEALTH C�MK LIST A Da Date: EXCAVATION OK PPROVED DISAPPROVED 4V Reaso I "*4o As BUIt bmitted Check: Lot location, dimensions of system) location in regard to percolation tests, depth',of system., water table 2. Distance to Wetland Areas, Drains, Street & H6use3 Drainage Easement and Wells. 3. . Wate/rlin'(e Location 4. No P ipe 5i Septic Tank - si, Cement;, ;e-6 j, Cemen �ee to Tank -Joints on both side of Tank. Z" 6. Distribution Box - No cracks ox or cover, all lines fl ;y�<ally from box. 7. Leach Fields - Dimen ns., Stone/Kepths., Cappe�d�s., Clean double. Zirashed stone n�s 8. Leach Pits Dimensions, Depth of Stone, Splash pac� tees) Cement -pipe to tank - joints on both sides of tank -J, Clean double -washed stone No 9. arbage Disposals 10. rall Grading "' arricading of sub -surface system 76 A SOIL PROFILE & PERCOLATION TEST DATA North Andover NO.&Street Loc./Subdiv. Plan wn Investi-gator 3 471*_�Observer SOIL PROFiLES-DATE in 7 8 ,C- 9 10 Benchmark Elevation 2. Elev. 0 2 3 4 5 6 7 8 9 Lug 3' Elev.- 0 2 3 4 6 7 8 9 10 ---Location Datum - Percolation Tests -Date Lot Nolq�2A� 4. -Elev. Ties to Test Pits Pit Number 1 2 3 4 5 Start Saturation Soak-_ Start Test -Time -3"-Time Drop �3f Drop of 6" -Time -1-st3 I-lins. "Drop Mins. nd 31-D op Percolation Rate Notes & Sketches on B=k rsplaso SUBSURFACE DISPOSAL DESIGN CHECK LIST LOT APPRMED DATE �IJYC DISAPPROVED DATE Providedt Reasons: A., t- 0, Ar Titie(IV Fill 09 Reg 2.5 Th bmitted plan must show as a mininumt th the lot to be served-areasdimensions lot # abutters ocation and log deep observation Oes-distance to ties location and results percolation tests -distance to ties ,A , Akav—, sign calculations & calculations showing required leaching area teation and dimensions of system -including reserve area f) existing and proposed contours (g) location any wet areas within 100 1 of s ewage disposal system or ," . disclaimer -check wetlands 'happiAg (h) surface and subsurface drains within 1001- of sewage disposal (i) system or disclaimer location any drainage easements within 100t of sewage disposal systOn or disclaimer -Planning Board files (j) knpm sources of water supply within 2001 of sewage disposal or disclaimer I.-, L/i��system Iocation of arq proposed well to serve lot -1001 from leaching facility cation of water lines on property -101 from leaching facility location of benchmark Z77 driveways arb age disposals ng 0 P. no PVC to be used in construction profile of system -elevations of basement.. plumbs pipes septic tanks /distribution box inlets and outlets., distribution field piping and Other elevations v,q) "(s) mwdmam ground water elevation in area sewage disposal system plan must be prepared by a Professional Engineer or other Ll professional authorized by law to prepare such plans Reg 6 A�a) Septic Tanks capacities -150% of flows water table., tees,, depth of tees,, access pump ng (b) cleanou"t V/, (,6) 101 from cellar wall or inground swimming pool (d) 251 from subsurface drains Reg 10.2 Distribution Boxes Reg 10.4 V�C'a) .4 slope greater U—m 0.08 (b) suap 1/ 1-11-77 NORTH ANDOVER W—t SUBSURFACE DISPOSAL SYSTEM CHECK LIST led I. General Information 41, 60-7e Reg. 2.5 The submitted plan must show as a minimum: a kl�e lot to be served (b)/ location and dimensions of the system (including erve area) (c),1-0drs'lign calculations (d) �cculations showing required leaching area e) ting and proposed contours f) � �Ocation and log of deep observation holes - da'stance to ties (g/)-, �location and results of percolation tests - d* tance to ties (h)ZI-rocation of any wet areas within 1001 of the s age disposal system or disclaimer r M/e�surface and subsurface drains within 1001 of the sewage disposal system or disclaimer (j)-7 location of any drainage easements within ,1�11' �Jaol of the sewage disposal system or disclaimer W---�nown sources of water supply within 2001 of �>e sewage disposal system or disclaimer (1),,-,-��ation of any proposed well to serve the lot (m). -Il, tion of water lines on the property (n) maximum ground water elevation in the area of (e sewage disposal system I ' ko) , �a��rofile of the system (p) -,n VC is to be used in construction (q' L ation of benchmark (r ;--plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans. Ii. Gapi5'aqe Disposers III. Septic Tanks Reg. 6.1 (a) apacities - 150% of flow Reg. 6.7 (b) Water table Reg. 6.8 (c) es Reg. 6.9 (d)_��n:epth of tees Reg. 6.12 (e)IxAccess (f ) "'�Pumping Reg. 6.18 (g)./Cleanout IV. Pumps Reg. 9.1 (a) Approval Reg. 9.6 (b) Stand-by power 4 V. Distribution Boxes Reg. 10.2 (a)" �Slope greater than 0.08 . j69 -I -I Reg. 10.4 (b)��U-mp VI. Leachinq Pits Leaching pits are preferred where the installation is possible. Reg. 11.2 (a). Calculations of leaching area (minimum 500 S.F.) Reg. 11.4 (b) Spacing Reg. 11.10 (c) Surface drainage 2% Reg. 11.11 W Cover material VII. Leachinq Fields Reg. 15.1 (a), --<G ffrVer than 20 minutes/inch Reg. 15.1 (b) ze—:51minimum 900 S.F. Reg. 15.4 (c),--'�onstruction of field Reg. 15.8 Surface drainage 2% Ix. Downhill Slope Slope y/x = (to be shown) (b) y/x X 150 = (to be shown) 7' 3 3, S -,.c - eEb r/ r SEW -W:9 7- I co Rl m L S L IV C- R 0 UND tRLA Al 79 SCO- 7-7- _4�?9�A __sr_ C— 7-,rlAl - Afd < czk . ......... 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