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HomeMy WebLinkAbout0364 MITCHELL'S WAY - Health (2) �� 1 �oo I �C0.Y1n► � r i i i { i •`' s_ AT,a'' i'1 ` 4 ' ' 1 f '.n q5 M YS .fi•., � � - f Y^A T+' JU A 3 1 . Octobert 26 4, 19`77� Mr. -Richard J„ O klearn ...•. z.r V 191 Main street -� P. O Boxl11 3 West "Dennis, Massachusetts t?2570` t Dear ;Mr.. �O�Hearn s You are 'granted. a variance on beha f 4f' your; c : .ent, aurIce 1�' Curtis; -740, Bast` Gunhill Road,.-NOA4 York, New''York ,.'to, 'instal. r `a -well ,110' feet fr6it A sewage leaching- system' in lieu• of .the k required 150 feet, with the: following conditions rl'" .r _.. t P t•. }rn . The""'owners-:must connect to. 1"oEarr water,' when i available ' a r - We must recei:ge two copies of,. sewage plains,,and''a completed ' ipblication prlor,,to. our• approval of a bui.'lding permit',; r , ' . we1 2 must be installed ,and tested for':chemicals and. bacteria prior' to" issuance of a building, permit. A11 other Town of Bauastable.Health .Reguiations and t ie' State Env,i'r6nmental Code, must• be adhered to. This 'variance :expires- November . 15'78. c Please'b' advised that 'the'State r• w �egilatons .specify, 100. feet s S as' a minimum acceptable distance -that 'may` be"increased for each r lot :dt e" t© * ' soil conch ons, .and. othe pertinent "factors • .. s i Very "truly yours..0 Robert `L,, Ch de, .Chairman M r. Ann Vane ,E a�(�h- A A>. W,, Maridelstaz , M„ D. - # BOARD `OF HEALTH • � � t� ..ram r , y r. n' RICHARD J. Q'HEARN. Registered Land Surveyor Registered Sanitarian 191 MAIN STREET P.O. BOX III WEST DENNIS, MASS 02670 617-398-8535 October-- 18 , 1977 Barnstable Board of Health Barnstable Town Office Main Street Hyannis, Massachusetts 02601 Gentlemenc We are asking the Board,',s consideration for a variance from the 150 foot distance required by the Town between a well and a leaching pit. The lot is shown on the enclosed plans and is presently owned by Maurice A. & Flora C . Curtis, 740 East Gunhill Road, New York, New York. This property is also shown on the Town ,assessors maps as lot 7 on map #291 . There is no existing Town water on Mitchell 's Way, and the abutting homes all have existing wells . The lot is a total of 21,290 square feet, and as shown on the enclosed plan, the minimum distance between a well and a leaching pit would be 110 feet. This exceeds the State requirement of 100 feet, but is less than what the Town of Barnstable requires . Very truly yours, /Richa d J . O 'Hearn enc . ROH/lo i L -07- 5 I 14 — o fr J i � 30 10 7 E s T �,31 TG Ex� T' cC, S --A ,t a� o -71 98.5 Iu/F wl s11;Y C. IjokwsoQ -i9Pl>2�x. L.a c.v.Tia ti!. (D S.9iviTi9,2 ALA WOKKMANSHIF AMP MATrKlALS_ SHALL CONFOFM -T'O . MOVIS10K15 OF R E.Q.E. TITLE 5_ AND THE TOW N OF BAT�NSTABLE . f�'UL1�-S AND -R'E6ULA-Fj0MS FOR OF f -_. SA 1.11TARY SEWA(�a E Z) VA2i1q n/C �C=ooOe ^ !/L/ELL To LE/9G/-1%A/ 6 ,Pe T- �P`ZH OF 1,/ v 1 RICHARD f DAMES RICH, RD . �.EGFi'i/p � O'HEARN It JAMES C ��No. 27871�O /lS U HE RN EXISTING SPOT ELEI/AT/OHS 0x0 '�,�, �ISTV�` �O ;' �,� c� y EXISTING CONTOUR — — - O— — — O ` SST SURD! FINISHED SPOT EL EI/.4T/oNS O.a sf�`I i y; F/N/SHED CONTOUR n APPROVED: BOARD OF HEALTH CERTIFJED PLOT PLA/V /IV 13A'R U STAF3 L_E ; A4,AS,5. DATE AGENT L—OT '*7 M I TG N E IL LS VA/AY I CERTIFY THAT THE PROPOSED RI CHARD J. 0',41FAR/V,R L.S., R. S. BUILDING S14011V)V ON THIS PLAN I9I MAIN ST. (RTE. 28-) CONFORA-IS TO THE ZONING LAWS WEST DENNIS 2 MASS S . OF 13Ai2Nsrq/3 cF_ � MASS. DATE.- 10/12%7 FSCALE: /r/ /3 77 6cIOt3 n/cU. Il�o A�.C:L/EPJT: -T/NlV h _ FpunlD /OFT MiN - CLEAN SAND F_� - /DO • O CONCRETE 4" SCN. 40 CONCRETE 41 COVERS PVC PIPE COVER 77 MIN. PITCH- �8"PER FT. 2/,,MlN 3_ l2"MAx• PITCH ro �z 2" LAYER 4"CAST IRON%• i l N1IN. OF Y8_ V2 PIPE- PI TCH W ° o WQ SH ED STONE ... 14"PER FT SOX • c�c 314 ° U Q ° , WASHED STONE --�/ T - 4414 /DG O GAL. o o gy p . P O PRECAST LEACHING l -__ SEPTIC 4 ° W PIT OR Fou/V. Low TANK _ t� 9p o 4 Fr INVERT ELEVATIONS INVERT AT BUILDING '3� 7• 6 FT. /NLET SEPTIC TANK � 7 FT. GROUND WATER TABLE OUTLET SEPTIC TANK 9 7• p FT. SECTION OF INLET DISTRIBUTIO-N___.,QOX FT. SEWAGE DISPOSAL SYSTEM OUTLET D/STRIBUT/ON BOX 96•s FT. NOT TO SCALE INLET LEACHING PIT 96, 0 FT. SOIL TEST I�¢� DESIGN CALCULATIONS DATE OF SOIL TEST 7 WITNESSED ,BY NUMBER OF BEDROOMS 2 G Z GARBAGE DISPOSAL UNIT.'. PERCOLATION RATE_ M/N. /NCH. `S`�oF�� /�/G//F_ S/DEWALL AREA z 5 GAL.IS,F. \�a�P r�s,-, ��O RICHARD TOTAL ESTIMATED FLOW .. . . . . . ... .. .. . ... . Z z D GALIDAy BOTTOM AREA � O L. F. �c RICHARD `s. � JAti1ES GAL/BR/DAY X ' 2- $R ELEVA T/ON = 9 o 7. I DAMES r p °N;d;� c.> O'HEARN REQUIRED SEPTIC TANK CAPACITY........ 3 3 o GAL. —� ,Q�No. 694�Q /ST; ACTUAL SIZE OF SEPTIC TANK — 4 W,IT �, � SvrtvG.. SAy TO .BF //VSTALLF'D. . . . . . . . . . . . . . . . . . . . . . O O G. . . .. . / G.qL. sur.�so�c -< LEAClglAIG , 0/T(S) /- /O/fr DIAMETER — zq REQUIRED LEACHING AREA. . . . . . . . . . ... .. .... . / 3 s, ! S.F. �or 7- z� / /✓�,gP FT. EFFECTIVE DEPTH /5�p2N sr g F3 c MASS. ACTUAL LEACHING AREA Z 6 7 S.F. 6 FT, EFFE•C rl vE DEPTH 5 i9 RICHARD / OWHEARN,R.L.S.,R.S. RESERVE LEACH//V G AREA , , , , ,,, ,, ,, , , , ,,,, , 2 6'� ' S.F. WEST 9DENN S s MASS. 4e Ems - 8s./ JO,B No. CLIENT.' F17- c`1 DAr: /317� SHEET Z of -L �l }- o � v o � 30 J �\ U 1 .5 7-E S T Cy' �`r)�� T j X/s T. Q 0 '�� 1 97,J S 3o 't o / N i N,BF�ON IU-- -7 I I >: \ 0)" 98.5 Iv/F Wes-[,F-Y C, jo N wsoti 1�,T ux .J L0 c.9 Tim�! I�- AL-L- WOKKMANSHIF AND MAM�KIA L-S 'SHALL COWrO►�M -rO FKGVISIONS OF' R1�-.Q5. TITHE -5. AN E `I D THE OF 5AI; WS`FAF3LE F�UI15S AND R ULATIONS FoF SU15SURFACE: -PISFC/SAIL OF -- SA W ITARY SEWA(�?E - Z) VA2//4NC E (:P F- D Fart !?/S%Nn/G� 7-0 )2tT- `I" OFi,1�s���.. �\jttOF�{1 VIP . RICHARD JAMES �'. : �� RICHARD O'HEARN LEGEND N. 27874�o . e � o of c RN EXISTING SPOT ELEVATIONS Ox0 QjSr EXIST/NG CONTOUR O SUR`I`-` S 4 FINISHED SPOT ELEVATION S S! I-AR,e ! P/N/SHED CONTOUR APPROVED: BOARD OF HEALTH CERTIFIED PL®?' PLAN IN 13AR IJ STAl5 —E' ,MASS. DATE AGENT LOT w 7 M I TG N 1=I,I,S \NAY I CERTFY THAT THE PROPOSED RI CHARD c,1. O,L1EAR1V,R L.S., R. S. WI BUILDING SYOV ON Ti4lS PLAN J91 IWA/A/ ST (RTE.. 28 j CONFORMS TO T14E ZONING LAWS WEST DENNIS , MA S S . OF 13412NSrA,9 t r� /►iIASS. DATE-' 10/12%7 SCALE: /l/ /3 77 9c1-oa /vG. Ilw LL/E,"JT: ralN�/ ..,� :zcc. s✓R:��;mac _ ". . L f';'; ..R i u :- r/� F-7. .. _ -aa� -a-z 4 SCN. 40 CLEAN SAND t ' /OD • o41 CONCRETE PVC PIPE CONCRE TE e COVERS MIN, PITCH- COVER x ' / N PER FT. 2%MlN -3 12"MAX. PITCH FLOw T- 314 N 4 CAST IRON LAYER va P/PE NPER DIST. o o W SHED STONE OF P/TCHFT` Box o c Z -/�2" oQ SHED STONEo CEVGAL. o �0 . ECAST LEACHINGSEPTICW OR EQUIV. TANK _ F T - 6 ' 14 FT suss°�c INVERT ELEVATIONS jG Fr INVERT AT BUILDING '3� 7• 6 FT. INLET SEPTIC , TAAIK 97• Z F7- GROUND WATER TABLE OUTLET SEPTIC TANK 9 7• o FT. SECT l OIV OF -INLET DISTRIBUTION BOX �r, 7 FT. SEWAGE DISPOSAL SYSTEM s�A/o OUTLET DISTRIBUT/ON BOX '56•s FT. NOT TO SCALE /NL ET LEACHING PIT SOIL TEST /4�¢ DESIGN CALCULATIONS DATE OF SOIL TEST /a .3 7F2 ^/CGUn!T�2115- 0 NUMBER OF BEDROOMS Z WITNESSED BY PERCOLATION RATED Z MIN. /NCH. S1A OF ��EpLSH CF,k�` GARBAGE DISPOSAL UNIT. .. . . . . . . . . . . . . . . . . . .. .:. A/li^I!-' SIDEWALL AREA 2• 5 GA4. S.F. `y\A�p� ��"sr�' �° RIc RD ,\ TOTAL EST/MATED FLOW.. . . . . . . . . .. .. . ..... . Z Z U GAL�DAv ,BOTTOM ARHA O GALS.F. .� �y o DAMES r RICHARD v O'HEARNJAMES GAL/BR/DAY X • Z $R ELEVATION = 97. I � OHEARN - r p N.' """ <~ REQUIRED SEPTIC TANK CAPACITY. ........ 3 3 O GAL. _o No. 694 o ti 92 F�/STEV%IV, ACTUAL. SIZE OF SEPTIC TANK ���� �GlstE` / O ,BF //VSTALLED. . . . . . . . . . . . . . . . . . . . . . 5U/C . . . .. . /oo G GAL. su13 SANITkR�F�� .• LEACHING PIT(S) /- /OFr D/A/✓IETER REQUIRED LEACHING AREA. . Z / FT. EFFEC T/VE DEPTH T3�2n/STA a c r �� 67 AC TUAL LEACH//VG AREA Z 5.F• �'�E" FT. E'FFE•C T/vE DEPTH ^/O RICHARD J. OWEARN,R.L.S.,R.S. RESERVE L E'ACH11v G AREA 2 �0.7. S.F. WEs r DENN/S S MASS. JOB No. • II CL/ENT: �/n�N D.4TH0 13�7� SHEET Z OF -L �! L-OT r l-oT 5 JQl� L1L 1� C) Q o ►. Wi _, \ f � � 9 91 np 3 9011f,kA O LIDA So'� Ta n W Q 9 s rEsT wC-7 ci FIgYL L-IS N,BKow U ro 1 � 98•S Q1r _WI%s.L- Y q 'jopusoQ r-T U.x -:4Pniec�x. Ga c.v_Ti� 01c - OS,,9/v/T/9,2 7 15 N oTE /1 DtL,L- WORKMANSHIP AMP MATrKIAL-S S HA l;IL CCU KI F-O ISM -rO . FKOY 15 l OW S CIF- -f'ITLE . 5- AND THE `roWN OF BARNSTABLg F�'UL-eS AND 'k::2E6Ul,ATlat JS FOR SU�SURP�CE: �ISPC%SA1, oF' � I, z) V.QA? C 5 2 Qu R!F_ D Fart lJiS%Nn/c'15 TO LE/9G/-1iA/ 6 Pt 7— �p``H OF1, !II,OF�� �. _''••. Epp 4f4 R1AM.5 ` O' MES =y'L � RICHARD 'N / GG7 E l� !D 0 DAMES r� . LG �V V f 9�tio. I7871�Q � U. HEARN i EXISTING SPOT ELEVATIONS O, 0 y, QISTS; �O &No. 694�° EX/STING CO/VTaUR FIN/SHED SPOT ELEVATIONS O.o FINISHED CONTOUR p APPROVED= BOARD OF HEALTH CERTIFIED PLOT PLAN IN BARU STA�I—E , DATE AGENT L-c7 w 7 M I TG N E IL LS yyAY I CF-RT)FY THAT THE PROPOSED RI CHARD J. O'.yEARIV,R.L.S., R. S. BUILDING SYOWN ON T141S FLAN 191 MAW ST (RTE. 28_) CONFORMS TO TPE• ZONING LAWS WEST DENNIS , MASS . OF I.9rz,vsT.913 L= MASS S. DATE 1 2/77 SCALE I_a /3 27 9775 NU. 117 - �� LL/Ei"JT: (-7/NN C' , r rr,n o f 20 Fr /V2 Fes"No CLEAN SAND ` Fc /DO • o — CONCRETE - PVC PIPE CONCRETE e. COVERS MIN. PITCH- COVER ' � N 8 PER FT. 2�MlN + PITCH FLOW LINE N 4"CAST IRON 2" LAYER PIPE-/NI/N. o 0 0 o OF X8= v2 DI ST. o j o WASHED STONE P/TCH NPER FT $OX o o h Z 3/4-/�2 _.. • • • V. o U Q " , WASHED STONE T- _Z /DG G GAL. PRECAST LEACHING l W ° ° PIT OR EQUIV. SEPTIC A o iO ,Ec = 9�•� Ga/+/1a TANK 4 FT syssoic INVERT ELEVATIoAIS INVERT AT BUILDING 9 7• 6 FT. INLET SEPTIC TANK 9 7 F T. GROUND WATER TABLE OUTLET SEPTIC TANK 9 7• a FT. SECTION OF INLET DISTRIBUTION ,BOX '96 FT. SEWAGE DISPOSAL SYSTEM OUTLET D/STRJBUrIO/V BOX 96•s FT. Nor TO SCALE INLET LEACHING P/T 94, 0 FT. SOIL TEST /4L¢ DESIGN CALCULATIONS DATE OF SOIL TEST Ala' NUMBER OF BEDROOMS . . 2 WITNESSED BY G Z �s}+ cF PERCOLATION RATE MIN. INCH. 'EP A , 111 Oi AI GARBAGE DISPOSAL UNIT. .. . . . SIOEWALL AREA �o GAL.IS.F �\aEP rsfn' ��c RICHARp \1 TOTAL ESTIMATED X FLOW.BR EL. . . . . . ... .. . . . Z z U GALI DA l BOTTOM AREA � 97. /GAL/S.F. gc RICHARD � � a HE R � Z = ca JAMES �.._ GAL�BR�DAY c O'HEARN REQUIRED SEPTIC TANK CAPACITY......... 3 3 O GAL. _o ,Qe No. 694�Q ti� 920 �/STE�``J,: ACTUAL SIZE OF SEPTIC TANK TO BE INSTALLED. . . . . . . . . . . . . . . . . . . . . . . . . . . .. /00 G GAL.' Su 13 sai c s0ITkR1Y�,�` LEA CN/NG PI T(S) /- /OFT DIAMETER — z� R.EQU/RFD LEACHING AREA . . . . . . . . . . .. . .. ... . : / 3 S, l S_.F. FT. EFFECTIVE DEPTH T3.n2ni srA 0 c � � mAs s AC TlJA L LEACH//V G AREA Z 6 7 S.F. /"'E" 6 FT. EFFE'C T/VE DEPTH S' RICHARD J. O'HEARN,R.L.S.,R.S. 2 6.7 RESERVELEACH/NG AREA /9/ NIA/N ST.S.F. WEST DENNIS, MASS. Jos No. I/ (o CLIENT.' 7y__��7/VA T,E 2 End[o(Jn�,rFi2 Fr' u DATE: SHEET Z OF -L ` M �OT LoT 7 II41 - k Z � 2 S ` Z `3'7 , l �� -- o f 3� , TE;r _UID 7E57' rj /s7-. v1 S o �U 30 p10 � '7I \ ►V tFS E O F W- !- Y J I�soM. / � U 5T UX, L0CAT/0A6!.-.: 0 ,1�- EXl S 7'1^1 G _. (D SA/v/T,19 R/ SY5'TEA? /) GALL WORKMANSHIP AIUD MAT5KIALS- SHALL GONT=r0f�M TO PKOYI5ION3 CIF' - R�.q.E, TITLE 5 AND TN5 TdWM OF BAT�KJSTABL- f�UL.5S AND R1-5-6ULATIOMS FOR SU$sUiZFACE: �IS ')SAL OF _ __-SALUTARY SEWA61E ---._. 2) 1--2 tf F/Z0/'^ 1.A/,E6 L TO 1-E1 G/min/ 6 �e T- �P`ZN Of jf, 11OF 41 RICHARD , fs�, O HEAERN =J.j*.- RICH. ARD "N p ��+��ry 1j} 0 1AMES L v C �et+o. 2�a��(vim !��S U O oEs aN n EX/STING SPOT ELEVATIONS 0x0 T.j,O 0 ST�PY O G� EX/STING IG CONTOUR - - =O- - - S i SIJRV FINISHED SPOT ELEVATIONS s"INIiW FINISHED CONTOUR? p APPROVED: BOARD oR= HEALTH CERTIFIED PLOT PLAN IN BARU STA15L1 , M. S.S. DATE AGENT LOT `7 M I TG I-I E L-I�5 WAY T CERTIFY THAT THE PROPOSED RI CHARD J. O',LIFARN,R L.S., R. S. BUILDING SHOWN ON T141S FLAN 1-1 MA/IV ST. �,qTH. 28� CONFORIWS TO THE ZONING LAWS WEST DENNIS , MASS . OF_13Arzwsn2o c r MASS. DATE--",`1.611,777 SCALE I //=30� M /3 77 Ic/U�3 Nc�. III C:L/E,411 C7/NA/ 7 r '? D S✓,4'BEY^r' �:. �... R:�:�-f�.. � �G. ,. ' •sir-•_.. f.:, i . )COv�/D /GET Mi.v Q" SCN. 40 CLEAN SAND FZ. - /00 • o CONCRETE CONCRETE COVERS PVC PIPE COVER r t MIN. PITCH- PITCH �8 N PER FT. 27.MlN 3 �+ PITCH - FLOw LWE 4"CAST IRON N � 2" LAYER PIPE- -toY /4' 0 0 0 C OF /8= v2 M/N. DI ST. o j o WASHED STONE PITCH •,PER FT BOX o o Z 3 11 /�2�� _ 0 o II, U Q WASHEO STONE o . w P j E.�E.V /000 GAL. o �4 . p PRECAST LEACHING I( ------ SEPTIC W PIT OR EOUI✓. TANK �� Fr SUBSo/L INVERT ELEVATIONS /a Fr A�'^' - /a _ INVERT AT BUILDING 97. 6 FT. IA/LET SEPTIC TANK `� FT. GROUND WATER TABLE OUTLET SEPTIC TANK 9 7. D FT. SECT ION OF /�Fa INLET DISTRIBUTION ,BOX '?)6 FT. SEWAGE DISPOSAL SYSTEM 5AAi0 OUTLET DISTRIBUTION BOX 96•s FT. NOT TO SCALE INLET LEACHING PIT 9610 FT. SOIL TEST DESIGN CALCULATIONS DATE OF SOIL TES �a 2 7 Iry T WITNESSED BY NUMBER OF BEDROOMS . .. . . . . . . . . . ... . . ... ... . 2 PERCOLATION RATE_Gz MINIINCH. P�Sti�oF�/r GARBAGE DISPOSAL UN1 T. . a��/= �`� S I DEWALL AREA 2- t GAL.I S.F. TOTAL ESTIMATED FLOW.. . . . . . ... .. .. Z z U GALIDAv BOTTOM AREA �)' O GAL/S.F. ��� ry o JAMESD RICHARD „ O'HEAR `•' lL— GALIBRIDAY X ' Z- BR ELEVAT/O/V = 97. l JAM N !:2 No. 271171 REQUIRED SEPTIC. TANK CAPACITY. ........ 3 3 0 GAL _p ��No. 694 4 ti �2��'/STE- ACTUAL SIZE OF SEPTIC TANK7�� �• �s���c '; ;�� T O ,BE //1/ST v ti,�` ALLED. . . . . . . . . . . . . . . . . . . . ... /oo G GAL. sur3 aic ^AYITkR� LEACh/ING PIT(S) Z- /OFr ,DIAMETER — z� REQUIRED LEACHING AREA. . / 3 5. l S•F• for 7- /✓7,qP Z 9 / FT. EFFE•C7-1VE DEorl4) n/srAF3c / A41qSS AC TUAL LEACHI/VC AREA 267 S.F. FT. EFFECTIVE DEPTH S i9 RICHARD J. O'HEARN..R.C.S.,R.S. 2 7. /9/ MAIN ST. RESERVE L EACI.11NG AREA . . . . ... .. .. . . . .... . S.F. WEST DENNI S, MASS. Joa No. . 7G 7E2 En/eo(�n/ TFir �4 /3/7 SHEET Z OF L