HomeMy WebLinkAbout978 MAIN STREET (COTUIT) - Health t 978 Ma't in St., Cotuit
P�OfTNETO�` TOWN OF BARNSTABLE
OFFICE OF
BARISTABL 's BOARD OF.HEALTH
MAN&
1639' 367 MAIN STREET
HYANNIS,MASS.02601
November 22, 1993
Peter Sullivan, RS
Baxter & Nye, Inc.
812 Main Street
Osterville, MA 02655
Dear Mr. Sullivan:
You are granted variances, on behalf of your client, Joseph
Ceretami, to install an onsite sewage disposal system at 978
Main Street, Cotuit, with the following conditions:
( 1) The existing cesspool(s) shall be collapsed and
filled.
(2) The replacement system shall be installed in
` ., strict accordance with the submitted plan.
li (3) The designing engineer shall supervise the
installation of the system and certify to the
Board of health that the system was installed in
strict accordance with the submitted plan.
The variances are granted because the replacement onsite
sewage disposal system will be located further from the
Cotuit Harbor with a greater separation distance above the
groundwater table than the existing cesspools.
Very truly yours,
tus:a�n �G. Jk, RS
Acting Chairman
Board of Health
Town of Barnstable
SGR/bcs
F
DATE
TOWN OF BApNSTABLE FEE
0
N�y�♦°. OFFICE OF RECEIVED BY
} e""»taetr MAtG. BOARD OF HEALTH
'°o e�c• i� 3e7 MAIN STREET
HYANNIS. MASS. 02601
VARIANCE REQUEST FORM
All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health
meeting.
NAME OF APPLICANT J�S EP-4-} C' E: t7, "�"� TEL. No. �Z6" S? 19
ADDRESS OF APPLICANT -78 rTu1T
NAME OF OWNER OF PROPERTY '$ /P���F��
SUBDIVISION NAME At DATE APPROVED
ASSESSORS MAP AND PARCEL NUMBER
LOCATION OF REQUEST 9-7 N ST -
SIZE OF LOT }0 4,4 .3 SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY. Yes V, No
VARIANCE FROM REGULATION(Liet Regulation) 11EAdjA
L.l�AC1-1► Fl�CAD'Tb 1�,a4rG 10' 1Z.E Q?t,L� �D �' ��Z.o�l���
REASON FOR VARIANCE(May attach letter if more space is needed) Lp'r &EOM _
PLAN - fnu►t COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST.
VARIANCE APPROVED
NOT APPROVED
REASON FOR DISAPROVAL
Susan G. Chahmmm
Joseph 0.Snows AM
$ SENDER
• Complete items 1 and/or 2 for additional services. I eISO` WISE to receive''the
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SENDER I also -wish'to receive the
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Complete items 3,and 4a&b. following'services.lfor en'extra o°1
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Receipt for Receipt for Receipt for
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Do not use for International M
u•uTEDST�TES Do not use for International Mail r,.rnfos+;rrr —TED SMES Do not use for International Mail
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Postage $ • Postage $ Postage
Certified Fee Certified Fee i7 v �/ Certified Fee
Special Delivery Fee Special Delivery Fee Special Delivery Fee
Restricted Delivery Fee Restricted Delivery Fee Restricted Delivery Fee
Return Receipt Showing Return Receipt Showing Return Receipt Showing
p� to Whom&Date Delivered p� to Whom&Date Delivered 0) to Whom&Date Delivered
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TOTAL Post c '� TOTAL Postage _ TOTAL Postage
C &Fees �`` e``� �(` C &Fees _ —._- 0 &Fees
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WCUS MAP w
SCALE 1 25,000
ASSESSORS SCHOOL ST. MT LOCUS Q
4+ MAP 34 PARCEL 32 ; m
ZONE
{ A.P.
HOUSE NO. 978 MAIN ST. SCUFF
ELEVATIONS BASED ON N.G.V.D. pr
d-
d 2000 GAL. F.F. ELEV. a 43.06'
d SEPTIC TANK
J
ZC P.C.C. RISERS BOTH ENDS �• =35.2 F.G.=40.0' F.c.•• 40.0
5/'i 9/93 HFJIVY DUTY F.& G. 70pi
_ . = 36.0'
0 DEL. 40.0 F.G.-40.0' T ___---``'� SERNAL PLUMBING
tNti'. = 35.8 BE RESET.
2 AM tray =35.0' V. = = 35.6
0wi wo o;oQoo _ 35.4'
\ °°° °°° S°° °o°°°°° ELEV.Sp AST N 0' T E D. BOX ON 6 DEEP
MEDIUM 2.0' 3/4' - 1 1/2' 2.0' CRUSHED STONE BASE.
C� °� SAND �, wAstim STONE
z 4'X 4' LEACH GALUES _
1� v h \A�•9Z�x\ 1 2'ELEV. 28.0' N
�� \ � NO WATER
°� F. \ '� 9J- (A
PROFILE
ELa2.0'
NO SCALE
C.B. FND. AO \ 0
• ` 4\ \�`9 20
A ' DrsP03AL A= DESIGN DATA
F•�\ S fO USB 5- 4'X 4' B--20 LEACH GAT-1 EXISTING SINGLE FAMILY 5 BEDROOMS
C.B. FND. \ he dri�e , WrM 2' X 4' OF STONE ON I= SIDES NO GARBAGE GRINDER
2 de SIDEWAU_ AREA 4X64X2.5 m 640 GAL /DAY
wide DA(LY FLOW - 110 X 5 - 550 G.P.D.
BOTTOM AREA 8X24X1.0 = 192 GAL./DAY SEPTIC TANK - 550 X 150% -825 G.P.D.
CFO TOTAL DESIGN - 832 GAL/DAY USE H--20 2000GAL. SEPTIC TANK
250 RULE DOES NOT APPLY FOR WE
'.P. FND. PERCOLATION RATE: CAN PROVIDE MORE THAN 14' ABOVE
z, 00,O
ff ; >� � L 1 INCH IN 2 MINUTES OR LESS. GROUND WATER TO BOTTOM OF SYSTEM.
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SCALE; 1 20' ,tp'' I \\ �FS��Y 9> �N,
GRAPHIC SCALE \o c
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\ � fro
0 10 20 40 \ �
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O; (o C S I N G
PARCEI. 3 f
PLAN OF LAND VAvtic o z4 eons ItL
IN
(COTUIT)
CIOo
BARNSTABLE MASS. 6 h\ "�'OL ry
FOR
JOSEPH S. CERRETANI 24.0'
^ � O
bench mark I o
•�•v�irTw-v i"i��� :i. el. = 35.71; ! ,�
SCALE: 1" = 20' DATE: SEPT. 22,1993 , !,• �� �*�_ ; • I C.B. FND.
REV. SEPT. 28,1993 2'0 5 4'X 4' 8ERS b /
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BAXTER & NYE INC. _�' ......vv'..v"-"'."-'
REGISTERED LAND SURVEYORS c 3/4- - 1 1/Y F i
CIVIL ENGINEERS N WASHED
OSTERVILLE, MASS. STONE
jh OF M
AM . PLAN OF LLACH GAti�Y3 ;
PETER C. A No SCALE
SULLIVAN N Y E
No. 29133 . isa34
ISTS 9 /ITS
Fss'ONAL
NOTE: THE PROPERTY LINE AS SHOWN ON THIS PLAN IS BASED ON ORIGINAL DEED DIMENTIONS
AND GROUND CONTROL EVIDENCE, AND CONTRADICTS SOME INFORM8TION SHOWN ON PLANS
DEED REFERENCE: BOOK $90 PAGE 409 RECORDED BOOK )11 PAGE 97 AND BOOK 117 PAGE 139.
93103