HomeMy WebLinkAbout0073 CHEOH ROAD - Health (2) Ch
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KEEPING YOU ORGANIZED
No.103U
2-153L
MADE IN USDA
GET ORGANIZED AT SMEAD.COM
May 23, 19,7-7 `_
tr:; Daniel S. Brazel ±
36 ,Crocker Road
' East. Falmouth; ,Massachusetts €d`2541`
Re* ' 'Lot 3,; Cheoh Road, •CotlAt
Deax' Brawl
Your request ,for a variance to install:-a leachii pit 116 _
3 . feet.from•a _well 1oc:ated:on .adjacent ,•property.-is•.garanted.. �<
y The septic .`system and well On.: Lot -'�,A Chaoh.•Road, .Cotuit must
be installed:-An Strict aecnr44nce ith. the plan dated,May 1 ,.�
1977, Job:`Io. 77a20, dredge, Engineering. : .. '
. r
All other, provisions, of .Title 5 of the:.Sta ® Environmental
Code, and Town, of aarfistable Health rpOiilAt ons--- apply,, _�•
-Ver truly .yours, X
r RQ rt • -ilds i. Chairman
Ann Jane hbaugh R
�1I, W.` Mandelstaim -mi
D
Board--of Health
Town of Barnstable
D. B. ENTERPRISES
P. 0. BOX 401
FALMOUTH, MASS. 02541
Barnstable Board Of Health
May 10, 1977
Town Hall
Hyannis, Mass
Sirs:
I would like to make application for variance from Title 5, State
Environmental Code, Minimum Requirements for the Disposal of Sanitary
Sewage in Un-Sewered Areas, Regulation 2.
Variance for proposed septic system to well distance to neighboring :Lot. l
Proposed System location hot 3 Cheoh Rd. Cotuit; lot a4o6ins three
other hab.ited lots, minimum. distances are met on two the third is 110ft,
as noted on plan.
Owner- Mrs. Carol C. Kneale
Builder- Daniel S. Brazel
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CERTIFIED P •OT KAM- R
'NEW 'CONSTRUCTION ONLY :
TOP .OF FOUNDATION IS FEET IN =' r'"
r` '.' ABOVE 'LOIGf POINT OF ADJACENT SAARSTA114RAS A,..
ROAD.
s SCALE: 410 DATE:
=J GE ENGINEERING COIN CLIENT`-Dt6, I CERTIFY THAT THE
sµ, EGISTERED REGISTERED �� SHOWN ON THIS PLAN 18,,,IACgY ,
CIVIL LAND JOB N0.,�-7e ON THE GROUND AS INDICAt� Ate
ENGINEER SURVEYOR DR.BY= �' CONFORMS TO THE ZONING "t.AtY�>> Ls
OF BARNST ABLE IMASS.
33 N0. MAIN ST 7f2 MAIN ST. CH.BY: r ;
;:SO yMOUTM, MASS. . MYANNIS, MASS. gHEET-L Of—�-- 7 DATE RE®. LAND .ffiUw
d„
I
= 20 FT MIN. -
5 FT. MIN.
5. `? fir.,:,:.+3 w ! '•
a -
4" PVC PIPE - - CLEAN SAND
E-/ev, �'6•0: CONCRETE - MIN PIT _
— -•- COVERS - I/8" CH
- '
_ PER FT u c - a CONCRETE
A Io�
.:,: " _ COVER
-
LIQUID LEVEL
� .
C7kAST 2" LAYER
MINA PIPE r o�ci �a� OF 1/8"- 3/8"
• ' ' ' ' WASHED STONE
4� I/4 R FT SEPTIC TANK DIST. ° . ' • • • • • • ' • '
BOX ® • • of , °
° '. , • • EFFECTIVE ' ", 3/4"- 1 1/2"
-777777 7.67-7- .. • • DEPTH • • • WASHED STONE
° • see • . . . 4 f
° Its • • • • • • , ' PRECAST SEEPAGE
PIT OR EQUIV.
INVERT ELEVATIONS L 6 FT DIA•
INVERT AT BUILDING S3 • v FT. 8 FT. DIA. C (SEE_. TABULATION)
INLET SEPTIC TANK -Lz• 5 FT. GROUND WATER TABLE
OUTLET SEPTIC TANK 5-2-3 FT SECTION OF
DIMENSION A FT.
IN I. T DISTRIBUTION BOX : FT SEWAGE , DISPOSAL SYSTEM -
-£T DISTRIBUTION BOX 49.9 FT SCALE //4"_ / O R
41
"ET SEEPAGE PIT ��' FT. TABULATION
`
DESIGN CRITEki�► _ DIMENSION B—AFT.
NUMBER OF BEDROOMS DIMENSION C— -FT
GARBAGE D!SPOSA'_ U"dIT _
TOTAL ESTIMATED FLOW ' GAL/DAY SOIL LOG SOIL TEST_
NUMBER OF SEEPAGE PITS � ELEVATION s�;� "
� DATE OF SOIL TEST Ala'' 7
SIDE LEACHING PER PIT / / SQ. FT _ GO4M RESULTS WITNESSED BY �✓'�
BOTTOM LEACHING PER PIT SG SO. FT sussv« ��"
PERCOLATION RATE /�� 2 MIN,'iNCH
TOTAL LEACHING AREA 20 SO. FT - - - - -
RESERVE LEACHING AREA �O / SO.- FT -
ROSEkY � �
" YF a. C BRUCE J'a F �. 1.
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