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Home My WebLink About0041 CROCKER ROAD - Health Crocker Rd. ` --_W_.Barns table loci i �P�® ;HF poky TOWN OF BARNSTABLE OFFICE OF BOARD OF HEALTH q MABB. 1639. ` 367 MAIN STREET HYANNIS, MASS. 02601 Septemberl8, 1989 Richard Mahler 1200 Building Route 28 South Yarmouth, Ma 02664 Dear Mr. Mahler: You are granted a variance to install an onsite sewage disposal leaching pit 115 feet from the proposed onsite well, in lieu of the required 150 feet, on your property at Lot 30 Crocker Road, West Barnstable, with the following conditions: (1) All other regulations contained in Title 5: of the State Environmental Code and Town Health Regulations must be complied with. (2) The well water must be tested bacteriologically, chemically, and for volatile:organics prior to the issuance of a building permit. The water must meet all of the standards established by the Safe Drinking Act of 1974, revised 1986, and of all the Town of Barnstable Board of Health Private Well Regulations effective June 1, 1989. (3) The dwelling cannot contain more than three (3) bedrooms. Dens, study rooms, playrooms, enclosed porches, sleeping lofts, finished cellars and similar type rooms are considered bedrooms according to the Department of Environmental Protection. (4) The system must be installed in strict accordance to the submitted plans dated August 24, 1989. . (5) The designing engineer shall supervise the installation of the onsite sewage disposal system and shall certify in writing to the Board the system was installed in strict accordance to the submitted plan. (6) The onsite sewage disposal system shall be pumped at least once every three (3) years and certification of the pumping submitted to the Board by'a licensed septage hauler. The variance expires October 1, 19�0. Very truly yours, rr c�wz G �C Ann Jane shbau h g Acting Chairperson BOARD OF HEALTH TOWN OF BARNSTABLE AE/bs ZONE IF '`of ? 1 To Cow -Wu►.iD FRONTAGE 150 ' 6.M . AssuMEv,, F49WT• YARD 30 EL. �oo.00 SIDE YARD 15' EX1STNIQ REAR YARD 15' GATC 4 O A, N ININUN AREA A ro !60 00 -gym A - PUB 0'O0 " �o 43, 560 S.F. CKE EX IS'i 1 NG 0 U 40.00 r�; � wEL.L, 00 40 00 _oM �A c» v' r v �, 24 '$a 4,�-� tYf q ��d Aoj' 0 4" EA � �.5 C/ -�Q•�- NAAO �- J. AppR0k1MA1•E tLjMI� �Q f er- BUKitb STUMPS ,vA OF M AV J 16o� S ROGER UL MICH IE2I Z No 3 / S -0, CIVIL e � O s 25. S N LNG ' 190 0 - �N S 6`B0- XllhYl SCALE 1' a 40' w cLL G pyl�1,� y� '�� PROPOSED SEPTIC DESIGN Ff6YF Sl1,?rFY/NC-Q t'11a1N,'ER/NC.11M DY L O T' 3 0 /J0 . c R O C YE'FZI t,OA-r? Sdadr/cA. Xa. .0t56J / rFororrice use onty, -3 � oFTHErc TOWN OF BARNSTABLE Received by OFFICE OF er 16 BOARD OF HEALTH Date 367 MAIN STREET HYANNIS, MASS.02601 VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. NAME OF APPLICANT #/4'RIJ T EL.IF L f' IC ADDRESS OF APPLICANT ,$� O /> OC � �� . �✓ � �j i—/f�t z I�W J NAME OF OWNER OF PROPERTY SUBDIVISION NAME V/rG✓ DATE APPROVED ASSESSORS MAP A PARCEL NUMBER 10 g-.4l W LOT SIZE LOCATION OF REQUEST 40 j ?d COra e hly'f /V Ga.! VARIANCE FROM REGULATION (List Regulation) /ro !/✓,5Lf a S' %t C s� f REASON FOR VARIANCE (May attach letter if more space is needed) PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Ann Jane Eshbaugh, Chairman Susan G. Rask Joseph C. Snow, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE EAGLE SURVEYING & ENGINEERING, INC. 441 Route 130 Sandwich, Massachusetts 02563 Telephone 888-0559 PAUL RYLL P.L.S. ROGER MICHNIEWICZ, P.E. August 24, 1989 6 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE! Variance Request Lot 30,Crocker Road West Barnstable, MA Dear Board Members: On behalf of our client,. Mr, Richard Mahler, we hereby request a variance from the Board of Health regulation requiring a distance of 150 feet between a well and a septic system leaching facility. . Enclosed are two copies of the proposed septic system design. Test pits 1 & 2 -were excavated at the only location on the lot where the 150 feet setback criteria can be met from all wells, both existing and proposed. These test pits revealed at least 12 feet of fill, including buried stumps, tree branches , boulders and silty soil . Test pits 3 & 4. were made in an area located at least 150 feet from all existing wells, but closer than 150 feet to the proposed well on Lot 30. This location was chosen to try to locate a proposed septic leaching facility outside the filled area on the lot, which is suspected to cover a portion of the rear of Lot 30: Based upon the enclosed septic system design, a setback variance of 35 feet is requested to locate the proposed septic leaching reserve area 115 feet from the proposed well on Lot 30. The proposed septic leaching facility is located 123 feet from the proposed well and will require a setback variance of 27 feet. Yours truly, EA E SURVEYI & a GINEERING, INC. r M chni wicz P.E. ZONE RF •TO co "so uwi FRONTAGE 150 ' , A FRONT YARD 30 E�. loo,00 SIDE YARD 15 CATC44Sc REAR YARD 15 ��"�`' . OAp � � $As,N o A �t •o -T . MINIMUM AREA A puo , 0,00 i60 43, 560 S.F. o ;.-P"74 �� .00 WELL "' to., �O �00 o 5 �oWULL 0 A O s p trnr� 0 O o ¢ v'„F 0 AND � ��; �� o Q �, o • NEE 1 � .�;� v ID „z ENA� ri Or-. guFtltb S'(uM'P5 Nb F14L N / f "of60, I i 8 8 N ROGER tiG / 8�•00 PAUL o'0 Mi EWICZ / No.30420 ee-0,- CIVIL J J o940 cs N ECG 190 0 SCALE 1 . 40., w tiL� PyrtrP ,y 4v0r PROPOSED SEPTIC DESIGN I'mr sturmwe-0 E,vchyrrAi,M/Yc. LOT 3O �I/'iPoa�e %90 C ROG tiR ROAD Smiditch. Ile. .0,?Jf' i SOIL TEST PIT DATA GENERAL NOTES TgSROCl TSON OBSE�?VE�S _ GROWOW TER I . THIS PLAN IS FOR THE DESIGN AND BARNSTABLE NO: P- �384 CONSTRUCTION OF THE SEWAGE DISPOSAL Tp: FACILITY ONLY. GRnrO.EL. G t ,O aRvo.EL as-0 G.N.EL. WOQ& G.W.EL. M.0u6 _ 2. ALL CONSTRUCTION METHODS AND MATERIALS FOR THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.O.E. SAME TITLE S AND LOCAL BOARD OF { TKEfc �S l BiZ�AcGN� � HEALTH REGULATIONS. '• Tv- � STV Mrs 3. ALL SEPTIC SYSTEM COMPONENTS LOCATED 6ouL� s UNDER PAVEMENT SHALL BE DESIGNED TO S1LT �- _:SO1 L WITHSTAND H-20 LOADING. 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED -EQUAL. ` 5. BEFORE CONSTRUCTION CALL 'DIG-SAFE' 12 1 -800-322-4844 FOR LOCATION OF UNDERGROUND UTILITIES. OATEN -7 9 TEST BY R • MIC"N)r_WlGZ,P.E. 6 . VERT I CAL DATUM IS ASSvM'_V WITNESSED BY: G. bu kl ,k4G 7. BENCH MARK USED PERC.RATE: MIN/INCH 8 . FOR BENCH MARKS SET SEE S I TE PLAN. - ROGER `j- FOumZA-TlOhl DE.SIGtJ F(ZFi PROPOSES `ram'• pAuf. 1 C2 - - a D�l1=LLlN6 IS 6`4 OT1ir_RS .30420 Crvf a A o. w Et t..- 5 L h . 1 K +-)E�,t..-��-, . zy.�9 SHEET3QF3 Lis o oa SOIL TEST PI T DATA F 1 Q tS1-} GRRvE PN I CATES INDICATES - EL $�.�0 ACCESS COVERS MUST RCOLA ION OBSERVED — 3 I S LD TPST GROUNDWATER F6 = SG.0 F6=82 o aE i1/THIN /2' of BARNETABLEE ND: P-I3S4 r-6.80.0 I NI SHED GRACE 4' PVC GOuG. R►Srcl:. MIN.22' OF Tpr 7J Tpr '4' SCHEDULE 40 81�� S�ONE�ASH GRND.EL. 6 3'D GRND.EL k S•O �A.O �OOOGAL. -19.80 G_ W_EL_ IJOi.1E G.W.EL.1J01.1� .00 .3//4� - ll/2 g� SEPTIC TANK O'6, DTA WASHED 5 S •O FILL FILL lo' MIN. 3 6 ' 3r 3.O' EL 62.0 cT.ROtpGS�µoR� L� y LPR � E NOT TO SCALE EL 59.0. TOPSOIL ► of sUBSoI L �0 ROGER �yGp DES 1 CN CR I TER i A MlC INVERT EL.EVAT t ONS 6 PAl7l- - HNlEwJ^Z sysso�� .s 58.5 No.soazo UX A 1�t DES I GN FLOW vi INVERT AT BUILDING 8 '�- D D •S E!_bS5 •� �o F��st.��. 3 BEDROOMS AT 1 10 G.P.O. ,y 1 NVERT I N SEPTIC TANK SR>J D BEDROOM EQUALS '5320_G.P. INVERT OUT SEPTIC TANK N o GARB AGE GRINDER �• Ze/•�91 NVERT IN D i ST BOX 8 O.0 o SA � INVERT OUT D I ST BOX 79' 160 �2.r' SEPTIC TANK REQUIRED INVERT IN LEACH PIT G 0 -67 3V50 G. P.D . X 1507. 45 S7 -GAL. S�.op DATE: . BOTTOM OF LEACH PIT SEPTIC TANK PROVIDED : 1 OO O GAL OBSERVED GRND WATER l.�o TEST BY: R . M�CHU�1=w)GZ,'P.E ADJUSTED GRND WATER WITNESSED BY: 6 JbvU�iUG S 1 ZE OF LEACHING FACILITY FERC. RATE: Z- M I N/I NCH REOU I RED .330 GAL/DAY DES I GN PERC RATE Z M I N/I NCH PROPOSED SEPTIC DESIGN REVISIONS L- O T Bo NO DATE REV 1 S I ON PROVIDED 1 - 4 P i T( S ) W/ STN lv1 IL, SI DEW ALL 13g S.F. X 2.5 - 345 GPO E BOTTOM � � 3 S.F. X � �� - � � 3 GPD .�cLF sveyErnvc A E�vc��EFRfAvc. 'Nc. TOTAL S.F. 4�$ GPO •!!! Ro��e l.�D Z5 ti I SCadricA. Ale. Ol3ffd �U 2 L v' s aU� �� 4:4— tive on October 22, 1974, after publication in tne Cape Coa Imes. TOWN OF BARNSTABLE kV o� OFFICE OF �r # BABasTnBLE, BOARD OF HEALTH yo i 1639. 397 MAIN STREET� GA 639• � �DMAYp" HYANNIS, MASS. 02601 -------19_ 74 LEGAL NOTICE In accordance with the provisions of Section 31 and Section 127A of Chapter 111, of the General Laws, Regulation 2, of Article I and Regulation 3, of Article XI, of the Sanitary Code of the Commonwealth of Massachusetts, and for the protection of the Public Health, the Town of Barnstable Board of Health adopts the following regulation: The installation of a private water supply and a private sewage disposal system on a lot containing an area less than 40,000 square feet of buildable land is prohibited and in no case shall a private water supply and a private sewage disposal system be located within 150 feet of each other. Variance to this regulation may be granted by the Board of Health, after a hearing, during which the applicant proves that the installation of the private sewage disposal system will not adversely affect surface or sub-surface public or private water resources of: 1) The lot subject to the application 2) The adjacent land (whether developed or not) or 3) A defined aquifer recharge area In granting variances, the Board will take into consideration population density of the area, the size and shape of the lot slope the suitability of the soil for drainage and percolation, existing and known future water supplies, depth to ground water and impervious material and area reserved for expansion of sewage system and relocation of water supply in case of failure. This regulation takes effect on the date following publication, but does not apply to preliminary or definitive sub-division plans filed prior to publication. After publication this regulation supercedes the previous 40,000 square foot regulation whi ent into effect April 12, 1974. k 7 bide L. Ch ds, airman Ann Eshbau h 'JT Gera" W. z rd, M. D. BOARD OF HEALTH SOIL TEST PIT DATAINDI i v GENERAL NOTES � PERCOLATION GROERCA VWDS -�_ D ATER I . THIS PLAN IS FOR THE DESIGN AND BARNSTABLE NO: P-1384 CONSTRUCTION OF THE SEWAGE DISPOSAL Tplo l TP.c 2 FACILITY ONLY. GRNO.EL. GI ,O GRND.EL G3.O G.W.EL. dL2►�►E G.W.EL. � 2. ALL CONSTRUCTION METHODS AND MATERIALS FOR THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D .E. O.E. 'F l L L SAME TITLE 5 AND LOCAL BOARD OF AS HEALTH REGULATIONS. ��- ST1J F3ou LvE�zS 3. ALL SEPTIC SYSTEM COMPONENTS LOCATED � ,•� UNDER PAVEMENT SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL. 5. BEFORE CONSTRUCTION CALL ".DIG-SAFE° 12 1 -800-322-4844 FOR LOCATION OF DATE: PS,- -7 '89 UNDERGROUND UTILITIES. TEST BY: R M1C}1N1�wtGZ1p.E. 6 . VERTICAL DATUM IS ASSvM 1C7 WITNESSED BY: G. bUis4mi 4G 7. BENCH MARK USED PERC. RA TE: M I N/I NCH . a. FOR BENCH MARKS SET SEE SITE PLAN. ��5 'a g, -fir i3o ER o ' PAUL `j. FOUt�6DA'S10h1 DE�1G1.1 FOR PROP05E17 K �NiEwicz ._. .304 0 D�.lELL1�1� is 6`•f OTH�.i�S rM,�c� civi �p N N 35 1S RE�v»E� ��.�� T1a,E. LioP►iZ`a oIr �-_ Zy �9 , E-IEAL•�}-1 • / sF T 3 OF 3 \'! ,�.�+' h �� ,�..�, a"� /� ��; � ti :'. ,J L� . n/ Q >cI_ ��,00 SOIL TEST PIT DATA FlY t'C-,, j GPF)12E FlOuSE INDICATES 1NO/CATES �- 'EL $7•00 ACCESS COVERS MUST PERCOLATION OBSERVED TEST GROUNDWATER 3 0 1 SL.U —�'BE NI THIN 12' OF FG = SC.�O F�_82•0 BARNSTABLE NO: P_1364 F6.$0.0 /Nl SHED GRADE G R�+'� I O Ete. 1 N. OF .a .z 4 4 PVC �• �y 2 TP 3 TP A. WASH G3•o rzS.o SCHEDULE D GRND.EL. GRND.EL UL 90 / 1ObO BLS STONE OQ N E is O GAL. G. W.EL. G. W.EL. �9.80 .3/4 - // 2' 3.80 SEPTIC TANK 8 .OD O.61 STONE WASHED 5 5 .0 FILL FILL to MIN. E 21� 3.p� EL62.0 PR E : NOT TO SCALE 12-� A EL 59.0. OR\Gl V4 F% L -A OF - -- _ nP,IG11JPv.l. TOP�OIt �► O �^ --- TOPSC>1 L SuBS�7L T ROGERPAUL MICHN EWICZ NVERT E�.EVAT I t)NS svt3sOlt�- �.s s8.5 DES i GN CR 1 TER 1 A No.30420 CIO LtXAM DESIGN FLOW CIVIL INVERT AT BUILDING $ 4.00— .5 EL 6S,5 8 3.90 C�eA wl 3 F t ~= BEDROOMS AT 110 G. P. D . ,y� ;� INVERT IN SEPTIC TANK : BEDROOM EQUALS_10-G. P. i INVERT OUT SEPTIC TANK • 95 FINS SA>Jti N tj J U -7-q'g9l NVERT IN D I ST BOX S o•0 0 - 8A�17 GARBAGE GR I f DER � INVERT OUT D I ST BOX SEPTIC TANK REQUIRED 6 0 •67 M INVERT IN LEACH PIT1 -4 33o G. P.D. X 1507 _ 455 —GAL. S S,00 DATE: BOTTOM OF LEACH PIT SEPT I C TANK PROV I DED : 00 GAL TEST BY: R. M1CHWir-W)C.Z,7 . • OBSERVED GRND WATER Z.S O�E SIZE OF LEACHING FACILITY ` ADJUSTED GRND WATER WITNESSED BY: � • �yT.lA�1A1C PERC. RATE: Z M I N/I NCH • REQUIRED 33O GAL/DAY I DESIGN PERC RATE = Z MIN/INCH PROPOSED SEPTIC DESIGN REV I S I ONS L_ 01- 30 PROV I DED 1 - 4 / PIT( S ) W/_4— ' STN NO. DATE REV I S I ON C R O G�G�R �iOA•� I ;1.3 8 Z.5 n 345 _ --- w• C3�i�1�18'�"�BL.�. , tJi A, S I DEWALL S.F. X GPD I ^_ .�-- __ _ i''.lGL�' SURYEYlNC O �'NGlNE'L'RlNG.lXC. BOTTOM � 13 S.F. X � •� n 113 GPD TOTAL Z 5 I S.F. ASS GPD • Saadilcli. ,Na. O166d JOB NO. FIELD CALC: ORN CF-ECK SHEET 2 OF 3 (S08f BBB-OSS9 x e.G,o �,fJ f ' - - - � ` ` vogulacion shall be --onswued 'U , the end if any cegnlatiun or sentence , clause , or ;-nvnlid for any wewcn , the remainder of that regulation aid all nhac Yagulakinns 6hall continue in full force . � - 22 � | | 01 l .AP,ylp r L30AIlD ®r- I-I�AL'1'I-1 "r'e- �@T MA114 9111EEr pie Mni ;• I IYAfJfJ19, Mn99.oteol e�`"� • VARIANCE REQUE5'r FUllll All variance requests must be submitted fifteen (15) days prior* to the scheduled Doard. of Ilealth`fleeting. . 12dt) tlntig OF Arrt.ICANT 1. '"► — 7 AUUREBS OF AMACAU'r Z00 L, 6 tlAltE OF UWIIER OF, rRUrgRI �} ► �' -MARL . t1AHE �. � UAIE ArrRUVEU 75 BUpUIVISiUt1 ` O L•6 K3 �QV • LU'r SIZE ASSESSORS It" AIIU rARCEL HURDER LUCATIUN OF REquEST LO • 1�b y`J �L1— —S��p`�'7 ' VARIAjj'ck FRUH RECULA•riUll (List Regulation) r Pr C. • REAS011 FOR VARIANCE (flay. attach letter if more apace to needed) — FLAN'- TWO CUFIES OF MAN DUST Ug SUBUITTEU CLEARLY UU'I'LlNillC VARIANCE REquE5'r. VARIA1109 ArrRUVEU tlUr ArrRUVEU __ • REA5Ulf FOR DI5AMOVAL �• Grover V.tl. Fattish, Chairman • /hut Jalto-Eehbaugh I James 11. Crocker, Sr. PUARU OF HEA'Ull o _._- --_.. .._...._ ___..._....___ --•.. TUNN OF AAMISIAriLE h1Wr10F ex�' j e: iJ , ,,9 Sr d'r'•' AUG 25 1989 i r EAGLE SURVEYING & ENGI.NEERING, INC. 441 Route 130 Sandwich, Massachusetts 02563 Telephone 888-0559 PAUL RYLL, P.L.S. ROGER MICHNIEWICZ, P.E. August 24, 1989 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Variance Request Lot 30,Crocker Road West Barnstable, MA Dear Board Members: on behalf of our client, Mr. Richard Mahler, we hereby request a variance from the Board of Health regulation requiring a distance of 150 feet between a well and a septic system leaching facility. Enclosed are two copies of the proposed septic system design. Test pits 1 & 2 were excavated at the only location on the lot where the 150 feet setback criteria can be met from all wells, both existing and proposed. These test pits revealed at least 12 feet of fill, including buried stumps, tree branches , boulders and silty soil., Test pits 3 & 4 were made in an area located at least 15�0 feet from all existing wells, but closer than 150 feet to the proposed well on Lot 30. This location was chosen to try to locate a proposed septic leaching facility outside the filled area on the lot, which is suspected to cover a portion of the rear of Lot 30. Based upon the enclosed septic system design, a setback variance of 35 feet is requested to locate the proposed septic leaching reserve area 115 feet from the proposed well on Lot 30. The proposed septic leaching facility is located r 123 feet from the proposed well and will require a setback variance of 27 feet. Yours truly, EAG E SUR�VEYI & ZGIN.EERING, INC. r M'ichni wicz P.E.