Loading...
HomeMy WebLinkAbout0000 PARKER ROAD - Health Parker Rd., W. Barns. + Gloris Armstrong �oFINC TOWN OF BARNSTABLE OFFICE OF saaa All. � BOARD OF HEALTH M �. t639' 387 MAIN STREET �D MAY k' HYANNIS, MASS. o2soi December 8, 1987 Ms. Gloria Armstrong 25 Oriole Avenue P.O. Box 1185 Saugus, Ma 01906 Dear Ms. Armstrong: You are granted a variance to install an onsite sewage disposal system 110 feet from your private water supply well in lieu of the required 150 feet, at Parker Road, West Barnstable. This property is listed on Assessor's Map 176, Parcel 17: The following conditions must be strictly adhered to: (1) The septic system must be installed in strict accordance to the submitted plan. (2) The designing engineer must be onsite to supervise construction of the onsite sewage disposal system and he must certify in writing to the Board of Health that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (3) The dwelling cannot have more than three (3) bedrooms. Sewing rooms, dens, lofts, mudrooms, enclosed porches, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. (4) It shall be recorded on the deed that the onsite sewage disposal system shall be pumped every three (3) years, and written certification submitted to the Board by a licensed septage hauler. (5) The well must be installed, and a well completion report submitted prior to the issuance of a building permit. (6) This variance expires December 15, 1988. This variance is granted because the existing dwelling is not connected to an onsite sewage disposal system or connected to an approved public or private water source: Stephen Wilson, designing engineer for Down Cape Engineering, stated that you have been obtaining your water from an onsite spring. In addition, he stated that you have been using an "outhouse" as a toilet facility, which is a violation of the State Sanitary Code II and is listed as a condition deemed to endanger or impair the health or safety of the occupants. In addition the. Board is of the opinion that this variance should be granted because a Title 5 onsite sewage system would present less of a health risk to occupants than the present "outhouse" and spring facilities. . V truly yours, Grover C. M. Farrish, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE GF/bs - DATE �70WN OF BARNSTABLE + FEE upgrade/ no fee OFFICE OF RECEIVED BY r wAEJ77lJLL , BO,ARD OF HEALTH e MAI'k�� 367 MAIN STREET HYANNIS, MASS.02601 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Ilealth meeting. , NAME OF APPLICANT DOWN CARE Eh1G-1 TR'RRjNn TEL. NO. 362-4541 ADDRESS OF.-APPLICANT 926 Main St Rte 6A Yarmouthnort MA 02675 NAME OF OWNER OF PROPERTY Gloria Armstrong - SUBDIVISION NAME .N/A _ DATE APPROVED N/A ASSESSORS MAP AND PARCEL NUMBER MAP 176 arrel 17 :LOCATION OF REQUEST Parker Road, West Barnstable, MA SIZE OF LOT 31,350 SQ. FT. WETLANDS WITRIN 200 FT. OF PROPERTY: lea No VARIANCE FROM REGULATION(List 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, and a private sewage disposal system located within 150 feet of a private water supply. REASON FOR VARIANCE(llay attach letter if more space is needed)_In designing the upgrade/renovation. fo1 the existing dwelling}he septic system was designed to be placed in the most suitable place for the soil conditions and topography. Its design is for 110 feet from the well. This is an upgrade for the existing dwelling on the lot. Subsurface soil conditions on the lot have limited the location*of the well to the position shown on the plan. PLAN — TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED _ NOT APPROVED REASON FOR DISAPRGVAL • Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF HEALTH TOWN -OF BARNSTABLE f ENVIROTECH LABORATORIES 449 Rte. 13U•.Sandwich. MA 02563• (6171ZZ huh !. evil CLIENT: Michael Dn!yer LOCATION: Parrel 17 Parker Rd. ADDRESS: 225 Spencer Ave W- Rarnstahl P,MA =- > Che1spa,MA 02150 , COLLECTED BY: Tlecmnnd SAMPLE DATE: 10[7/87 TIME: 11 :30 AM DATE RECEIVED: 10/7/87 SAMPLE ID D 205 JOB r: NPI. Well WELL DEPTH: RESULTS OF ANALYSIS: Parameter Units Recommended limit Result -- Coliform bacteria'100 ml (MF Method) 0 0 - pH pH units 6.0-8.5 6,04 =- Conductance umhos%cm 500 102 Sodium mg%L 20.0 9 Ninate N mg/L 10.0 _ <- 05 Iron mg.;'L 0.3 1 .06 _ Manganese mg/L 0.05 - Hardness mg L as CaCO 3 500 Sulfate mg'L 250 — Potassium mg/L 20.0 Alkalinity mg L 200 _ Chloride mg/L 250 -- COMMENT: Iron level is not a health hazard. -- YES 10 = X?�X WATER IS SUITABLE FOR DRINKING PURPOSES FOR PA4ERD - DATE A z ZZ .............................._.._....._.._ ._a::i: �. .ts us:aitiii ........... ...__: :: •..:: i�.`` .............. ......... .......... ..... .. . ........ ENVIROTECH LABORATORIES 449 Rte. 1330• SandkViCh. MA 02563• (617; CLIENT: Michael Du)= LOCATION: Parcel 17 Parker Rd— ADDRESS: 225 Spencer Ave W- Bqrn-,tqhlp,MA E-- Chelsep,MA 02150 COLLECTED BY: Dpqmnnd SAMPLE DATE: 1017/87 TIME: 11 :30 AM DATE RECEIVED: 10/7/87 SAMPLE ID D 205 JOB N-pl" wee I WELL DEPTH. RESULTS OF ANALYSIS: Parameter Units Recommended limit Result Coliform bacteria.100 ml (MF Method) 0 0 PH PH units 6.0-8.5 6.04 Conductance umhos.,"cm 500 102 Sodium mg 11 20.0 9.2 IN i"I a,,e.-IN mg/L 10.0 <.05 ITO") mg/L 0.3 1 .06 =Z Manganese mg.'L 0.05 HardneS-, mq.,L as CaCO 3 500 Sulfate rng 'l- 250 Potassium mg/L 20.0 Alkalinity rrg.,,'L Chloride mg/L 250 rZ COMMENT: Iron level is not a health hazard. YES NO X�X L WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS T ED DATE .................. ............................... ........ SECTION - SEWAGE' � �. -• :. �,d.�IaeJ�Es �QLaCsTE� ' � - , ��T - . _FLA,-��-4I50T 07 A SEPTIC_ S ySTEM. - or♦4 a PYL.E� I.ExTHnrJ `f�l sc. .. ,. � - EP 1 - S T. CTANK- O B - / ox � -LEACH. �� � — �: \• Fif/ST - � ,. F�Lt> EL- - A• � _ Er1��1T SEPT ENI - r LAG MSL . 2. �=�'( ) "'�.. . - - -• LE�7H-A�OF 118 TO f50' '#`P.rOt-A A V-►-E'I.l. WASHED STONE C VAIZ I op C26 La&tA 4 SVb IN• OVT• IN• /OOOG OUT• IN• 29.81 SEPTIC p� g, r,r / l ELEV. TANK (.,ZZ L_5 �O� �! 31 EL.Z�.�{4 r _ `,�jyi ♦ \ / ... /f ELEV. ELEV. ELEV. t?. Y `4F t/� In f)FFIZW- "T FT ELEV. ELEV. j .. — Ih.4lt;T TEt;'. 1!0 �� UP1101:A1.W� � _ vr-,plpe car OTLe -ra, 20 I!V u0 4 Gt�Wu� ,� WASHED STONE LdlL Lc,VEL.. iz,�� zr. A / ,_ --����jT iq�T 1. TEST HOLE LOG 'o TEST BY If 7z w WITNESS TEST DATE v T �r T.y L . 3 DESIGN BEDROOM HOUSE T.H. 1 T.H. ELEV. 3310 1 i PERC RATE e3 MINAN. DIS OSER O� SER TF FLOW RATE //O (GAL./DAY � 1 SEPTIC TANK `7 - ` :� � ,u REQ'D SEPTIC TANK SIZE / LEACH FACI L TY ( / IA 'v SIDE WALL �; 2 O(►zs ) = Zvi Z ,S G/O!. ._ \ yo �_ / 5�i E BOTTOM =3�` �a. 0. \,• - ` � TOTAL �342:D `,F 36D S USE: nraE LEACHING T�E�)s�( C3 '`: �- `� r ZC3'Vc - /'¢'. 'WATER ENCOUNTERED 9 ZZ1Z T NOTES: (UNLESS OTHERWISE NOTED) �� \ 1. DATUM(MSL)!.TAKEN FROM N///S ____.QUAORANGLE MAP \ L/ v� t 2.MUNICIPAL WATER /3 /I/mil- .AVAILABLE � OF P _ St--. \ t 3.PIPE PITCH.V.••PER FOOTS Sr. �+./ �� �j7G �O( ELL 4.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO• �•S/0 -44 � \ \\ 5.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. `c� ARNE 6.PIPE JOINTS SHALL BE MADE WATER TIGHT �Q OJALA - 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. CIVIL {A / A SITE PLAN STATE ENVI RONMENTAL CODE TITLE 5 8'(►115 PLAf♦J ! R F'fD 1•� QtJl.�f S'rDIJIrV No: 30792 . K19 r BI✓ �J��•Ep P;DR LI Ue 4S;S4 tIJJ� '`9E E OF LOCUS: 9, 4di57�, - l/G �S �-tit O// f!FiCF� -- at -`~--- --- �� /✓ST3G� REG.P AL ENGINF.:ER ;' O ARAM -"- VE��L/sVSL((TA 1 w• G�, REF: 'ilk �s � ti ,,` /7� P� 074 / AA49 Zs, /"� E�i�� Tel rc!I&;28, o�A LA N I �O� /O��iegj/Jp (� (�{��6_ PqG/C./T�tf'/rrit/l� : own cape en in, �o; PREPARED FOR: CIVIL E;yGINEERS LAND SURVEYORS s :� BOARD OF HEALTH I on �(A G.L14Nt)S 'VEYOR /� - Red CONTOURS P/1iyr. jw SCALE_ - �O-e B7 (PROPOSED)-O-O-O-�= APPROVED DATE MA j -�„i. Y �� DATE - SECTION - SEWAGE V-4 IJT o7- A SEPTIL S'1 ��S`rt✓M 0W A. 'PaYLEL_ I.E� ` T144_1 �1Ctnp sc• 17' -SEPTIC TANK - �� -"D"BOX- % -LEACH `ri��l� — I pi a��A -El _0T Or a SEPTA La l�E��✓t '�G '' \\ ........ "2 O-(MS 4a" 150' "OF IIeTO WASHED STONE - CVLtiTzI L�I.(G� b� 4p 24 LaM4svk IN• OUT• IN• OUT VYFT ��� j. p�T ^ •LS OOOG )v EPTIC . _ . ELEV. ELEV. TANK ELEV. pp ZB. TP(�1 OF>rt,()la= Q' F7 i ELEV. vil ELEV. ELEV. ZC.� ✓t O IL�UET 7EE' i(o`. � UP IoLaWtJ) _._�•..`... � -•- ---:_.' � / . - .�^�) uC „ I I n F(�f 2' I7F piPE car .. bF ••-ith•° 9/� iv!/TLir�'' ' fNc ( A(D L6dBl" T•� WASHED STONE7« /Z/ _.'- .2Y '✓/ \ jT �,�7C/`7. I TEST HOLE LOG 2glz 7z f 1� f & ZS2 0 y fsg/7, ��. �UU�1 'Fs�EA.v ' TEST BY B9N/j. ° TEST DATE �� WITNESS 3 DESIGN BEDROOM HOUSE • T.H. 1 T.H'00 T.H. 0 .3 - �#iz ���,QI / . � :•�-�, ------% � �� _ ' ,�, ELEV. 33.E �\ i 6" >/ MINAN. DISPOSER •OSERv�IX�L PNO yr 2�- a PERC RATE 9' Al 40 FLOW RATE /i0 (GAL./DAY Vow SEPTIC TANK 5 ..S = �95 4„� REQ D SEPTIC TANK SIZE af LEACH FACIL TY _ \ �� 9� Zi3' 9N \ SIDE WALL '��2 :D(1:Zs =Z't Z-.S z / BOTTOM .vo c 3Cc D D(o63) _ G/D. TOTAL °_ D Z/ USE: ��>c LEACHING d1S i �3 • /' `\� f _ 9 Imo¢ WATER ENCOUNTERED zGWc - J 9 \ NOTES: (UNLESS OTHERWISE NOTED) I.DATUM(MSL)+TAKEN FROM ------QUADRANGLE MAP �I t 2.MUNICIPAL WATER__ /_S OT" � \ \ P, !��- AVAILABLE L`){ (lF ram./ �' l_\ TO � r 3.PIPE PITCH: 4.'•PER FOOT _ / ��• r • 4.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO- yS/O -44 LL S.MIN.GROUND COVER OVERALL SEWAGE FACILITIES:(1) FT. ARNE H. _C�,\' \ 6.PIPE JOINTS SHALL BE MADE WATER TIGHT o OJALA mat'• 7,CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. " CIVIL STATE ENVIRONMENTAL CODE TITLES NO.-30792, SITE PLAN. 8-fH6 PLM Fop,PROv6peD Oow o+jue M-v laowI� • I�1C7'r BE USED FOR I►.1 �S(?aKl►�1�` '` EG E Of LOCUS: l_ `-i 1 9, �d by/ST�(.Y� .�nG vl�CST�iCil Ong {���-L -- 'AL ._s------- , ��,�. ,�, .f��yG yy, B4��✓.ST�r�L.�• _ REG.P AL ENGINEER !D. MnVE�r g A H. U�J v �SGl(TA � REF: P AND ZS,E5 Vie. io' efxirJo � r�_IT_1V/�.11_ , i 1 OJALA �� ..i��T own CI a e�i �, n in g g o PREPARED FOR. �FPGAGE k//TN �E�/l/5�i�cl,U. 9 CIVIL ENGINEERS r, « a.• LAND SURVEYORS �s J F BOARD OFHEALIH 4-T --- CONTOURS. ----------- APPROVED /J _ 1 s; �a.LAND' VEYOR /�i = /� Q� (PROPOSED)-0-4-0�- APPROVED DATE � y 'tL MA vY���� >�U W SCALE__. / ..a<,. ..,n. GATE _ l i SECTION - SEWAGE . i_-- I : "�i,1>�MEl,.1T OF a SEf�TIL S� �STi✓M � ©t�! a p�Y.Ls:L_ I.ExTHaal `toles.st=. 17 -SEPTIC TANK - 17 - "D"BOX- -LEACH Y ��'�' f il.► ��� Or- A, SEPTIC-S 'rFIVA ��) =?�-'�•(MSL)• 2'OF NATO ib- WASHED STONE TF IN• OUT. IN- S oroL % /000 p OUT IN, - r 2E r Zq 4 TANK G l..7iZI �� L.Z E3.L�-Q- // i �� 'I=7 / ELEV. ELEV.SEPTIC L T PT}�©FLOW= 4- FT ELEV. -� S�'t t v O(�/ , \ . ELEV. '� �. Gf� ` \lL1L�T TEt;'. Iro`(ro uPllol;Oy,W) � 1 - -- —� — — — � . • \ :.I ��Y. . r . I OaTI.Er J-ec, ---�iF'A--lib" ;;SHED STONE L1�IO l.6JB1 . r•�L.E #iz,� -.�.Z/� �/.� - �.�'._ � �----- r���T ��G� / I zip' TEST HOLE LOG TEST 8Y TEST DATE WITNESS T.y�z 3 DESIGN BEDROOM HOUSE T.H. • 1 T.H.TH . /L _ac Z� 30/' ELEV. 33.so' DISPOSER ER OSER ' ' PERC RATE -MINAN. P6S �' FLOW RATE /io (GAL./oAY SEPT IC TANK 5 REQ'D SEPTIC TANK SIZE LEACH FACT L TY ' SIDE WALLI a(FIV�) e Z`i Z. .S GM. y o ` BOTTOM = (ox ®.63) —tea O G/D. !.t/ TOTAL 54.2.0 -sF a 3�D • S:G�p 5 '�- / `2�SJ USE: nblr= LEACHING 191WQ44 -� N Jf'/y ZSZ /ir'i sr�o 1.0�.1(s�t t�1I7E _='alp _DtICE WATER ENCOUNTERED ZGyVc -9 NOTES: (UNLESS OTHERWISE NOTED) I. DATUM(MSL)!-TAKEN FROM ___�_QUADRANGLE MAP 2.MUNICIPAL WATER_ zq QT_ AV.AILAGLE LZ� OF \�`'-\\\ � �C �� 3.PIPE'PITCH:iA"PER FOOT �� i� J 4.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO -44 5.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. ARNE H. , / ���\ T` 6.PIPE JOINTS SHALL BE MAOE WA*tA TIGHT OJALA 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. 1 CIVIL ,d A SITE PLAN" STATE ENVIRONMENTAL CODE TITLES jyit) Nzc ` / �� 8'f+�K PLaIJ RXZ PR0V5E0 I•�ofdc 01•�(-�A►�DD 9E � BE USED FOR L.I UIr �K! C� o� Locus: .9 4! ��/.577hC� G c5 J O/SI f /y L- REG.P �t - N I � IDi /YOVE� AL ENGINEER ROlk - AH. REF. • c.e; S ytsfff /tea �E� zJ r U,vs c/�rA MTdlE�,,v i 1 ALA 3 OJ '^l �z.ograq .itsr�G�.(ir� AW,q ZS, Aoe /0"ogzov,-j0OWQ cape engfnee//ng o¢ PREPARED y� EJ/TN �Efl/V SgitlO. CIVIL ENGINEERS LAND SURVEYORS -- --- BOARD OF HEALTH I 0� � 9Ve,N VEYOR /i �, A.11 11 I/ BT SCALE__ 8. CONTOURS (EXIST.ING)........-.... �/✓.. .�_� � s� '�f� U7 (PROPOSED) -O-O-C- APPROVED DATE _ MA ► DATE . . -