HomeMy WebLinkAbout127 SHELL LANE - Health r
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DATE
L TOWN OF t3ARNSTABLE
o iKg / t FEE
P
° 0FFiCE of RECEIVED BY
➢AH3SJlBLf. f _ - - E30ARD OF HEALTH ��•7_ .�`
PAM
�° �6�v•/'� 387 ► AIN STREET
c yaY a
HYANNI3, FiAS5, 02500
VARIANCE REQUEST FOR11
All varianees must be submitted FIFIEEN (15) days prior to the scheduled Board of Health
meeting. _
NAP1E OF ,APPLICANT Cape & Islands' Surveying Co. , Inc. TEL. NO. 548-5486
ADDRESS •OF APPLICANT -- 131 Spring Bars Road, Falmouth, MA 02540
, NAME Ot OWNER OF PROPERTY McShane Inc.
SUBDIVISION NAME N/A DATE APPROVED December 1960
ASSESSORS MAP AND PARCEL NUtWER (A9 Parcel 158
LOCATION OF REQUEST
tot 25 -Oakwood Street, Cotuit
'SIZE OF LOT 7 7 " SQ. FT. WETLANDS WIT1lIN 200 FT. OF PROPERTYt Yes % No
21,237,
., .: z:` ; 310 CMR 15 03 (7) Distances
( VARIANCE FROM REGULATION List Regulation) ".
f
1 w r• ,Distance from 'property thine to -leaching facility is propflsed less than 10 feet
;
n
REASON FOR VARIANCE 01ay_attach letter if more space is needed) Unable to maintain 100`
4
x.
ff =street' li.ne': for i��chng f,ac�lty. , Street` i k
from` e71ge of: aet'land and 10
private„ leaching' easement`to
be provided within sCreet layout z r
s
_ • .. AN C E REUEsr.
PLAN TWO COPIES OF PLAN 11UST BE SUBMITTED
CL
EARLY
Y OUTLININGVARIANCE Q
VARIANCE APPROVED
NOT APPROVED
REASON FOR DISAPROVAL
Robert L. Childs, Chairman
Ann Jane Eefibaug(c
Grover C.tt. Farrish, H.D.
BOARD OF ltEALTit
TOWN OF BAR11STABLE
yoF r11e rod TOWN OF BARNSTABLE
t OFFICE OF
BARNSTAM
rise. BOARD OF HEALTH
i639' ` 367 MAIN STREET
�0 MAY M'
HYANNIS, MASS. 02601
December 8, 1987
David Sanicki
Cape and Islands Surveying Company
131 Spring Bars Road
Falmouth, Ma 02540
Dear Mr. Sanicki:
You are granted a variance, on behalf of your client John McShane, from 310
CMR, 15.03 (7), of the State Environmental Code Title 5, to install an onsite
sewage disposal leaching pit and reserve leaching pit one foot from the property
line in lieu of the required 10 feet at Lot 25, Oakwood Street,. Cotuit, with the
following conditions:
(1) The septic system must be installed in strict accordance to the submitted
plan.
(2) The designing engineer must be onsite and supervise construction of the onsite
sewage disposal system and 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 shall be pumped
c-,very three (3) years and written certification submitted to the Board by a licensed
septage hauler.
(5) The dwelling must be connected to public water.
(6) This variance expires December 15, 1988.
The variance was granted after the Board members visited the site. Robert
Gatewood, Conservation Agent, was also present at the site to show the Board
members the location of the edge of wetlands. Mr. Gatewood stated that the
previous delineation of the edge of wetlands made by A.M. Wilson Associates
is accurate.
The Town of Barnstable Board of Health requires all onsite sewage disposal systems
to be located so that a distance of not less than one hundred (100) feet will
intervene between the leaching facility and the edge of the wetland. The present
engineered onsite sewage disposal plan shows a one hundred (100) foot separation
I __
Mr. David Sanicki
Lot 25, Oakwood St., Cotuit
Page 2.
between the leaching pit and the edge of the wetland. It is the opinion of the
Board that this proposed location is more desirable and less detrimental to the
wetland than allowance of only a ninety (90) foot separation between the leach
pit and the wetland, in order to maintain the required ten (10) foot separation
from the property line as required by 310 CMR 15.03 (7) of the State Environmental
Code Title 5.
Very fru y s,
Grover C. M. Farrish, M.D.
Chairman
BOARD OF HEALTH
TOWN OF BARNSTABLE
GF/bs
Copy of Variance Letter
and Plan to D.E.Q.E
i
NO TO SCALE
TOP FDN. FINISH GRADE FINISH GRADE OVER
EL . o .o..°; ,; FINISH GRADE OVER _? o FINISH GRADE OVER
:.e... DIST. BOX
' '°•' SEPTIC TANK L• o LEACHING PIT
VARIES � ` !
3 " OF 1/B " - 1/2" 12" MAX
PRECAST CONC. OR
o.'o: . .� ,,°.a�:�.: !...o.e.:. •O.'':o.'.' °�. ...e'..�e 'do:o. n;a�, p.
o'. . ' a:a : ..o °.
o A SHED PEAS TONE
�. :. e BRICK 6 MOP TA R
-=� OUTLET PIPE LEVEL
TO 12" BELOW GRADE
o.. FOR 2 FT. MIN.
e. e.
•0• e
'O.. �'• •o. 6 1, ._� .T.—•
p:.;6. 28,78 :e ° O•'p:.O a .a
o� C. I. OR P VC TEES
..4 a :Q v o o•.?:•' °; .. .' �.'a:l
1 Ko
BSMT. FLR. GA L L ON b:: DIS TRIBUTION BOX I
EL .
° a INSTALL ON LEVEL BASE 314 TO 1-1/2 Q' 5 ' °
° PRECAST CONCRETE :a WA sNFO e PRECAST I
•: p .. Q: o
° H— /0 REINFORCED s CF'USHEo CONCRETE
57 CA/E a
0
.o :o.'p p .'a:;.::.e' '6. 'o.' e:o.'a: o H— /0 REINFe r °O�I
c.•.Q�.o. O::p:0
SEPTIC TANK
INSTALL ON LEVEL BASE ° ° ° ° ° ° ° °
NOTE: EXCA VA TE TO EL EV V. %�Q• �`0 4 ' �'• •• ' •° '
LOWER TO REMOVE ALL IMPERVIOUS — - — — y
MA TERIAL BENEA TH THE LEACHING /APEA
REPL A CE EXCA VA TED MA TERIA L WI TH M p
CL EAN, CL A Y FREE SAND
EFFECTI VE DIAMETER
GENERA L NO TES LEACHING ;I T
1 . A L L EL E VA TIONS SHOWN A RE BA SED ON A S S U M E D INSTALL ON LEVEL BASE
2. A L L PIPES IN THE S YS TEM MUS T BE CA S T IRON
OR SCHEDULE 40 PVC. C FSER VA TION�l PIT
3. THE BOARD OF HEA L TH MUS T BE NO TIFIED _-— r
WHEN CONSTRUCTION IS COMPLETE PRIOR -
PRECA S T CONCRETE x ` ` i
`I 2 MIN. /IN.
LEACHING PIT I 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED
B Y THE 80A,9D OF HEALTH AND CAPE C I SL A NOS WI TNESSED B Y•� .-��'•T
SURVEYING CO. , INC. 6i. ,9
— —5. MA TERIA L S A NO INS TA L L A TION SHA L L BE IN BRD. OF HEALTH DESIGN DA TA
1
COMPL IA NCE WI TH THE S TA TE SA NI TA R Y
DA TE. — — — _
/ ' ./� i� i ALL
® /
CODE - TITLE V - AND LOCAL APPLICABLE a 33, o
PYL ES AND REGULATIONS T ° i NUMBER OF BEDROOMS
S. NORTH ARROW IS FROM RECORD PLANS AND P
► ' '��' GA RBA GE DISPOSAL �o
L2 L ` 1 IS NO T TO BE USED FOR SOLAR PURPOSES S b s o I DAILY FL OW
�� ,� ��. � � GAL .
�'` 4�, 7. FLOOD HAZARD ZONE ,u ---- - ,
SEPTIC TANK REO D.11)
oo� GAL .
LOT 2 s o B. WA TER SUPPLY To�-.-., �'� : �- r
is s37 -If U,i4 4 �° SEPTIC TANK PROVIDED Coco GAL .
15, , CO vv-41 . 4 o LEACHING PEOUIPED
c GPD.
/ ,I Js� _12' -
Q jo Jz / t �'` SIDEWALL AREA �-5-0 S. F.
� p •� �\ u_ /- -o S. F. X G/S. F. = .; : 'GPD
ro ' N a v BOTTOM AREA = S. F.
LEGEND S. F. X GIs. F. _ ,v GPO
^' h'' 2 > LEACHING PROVIDED = %r j
w� .. . - GPD
tooO GALLON — PROPOSED ELEVATION
PRECAST CONCRETE Lo — o —— EXISTING CONTOUR
SEPTIC TANK SIIv GL E FA MIL Y RESIDENCE
OBSER VA TION PIT
A SINGLE ROW OF HAYBALES TO BE PLACED, ❑ DISTRIBUTION BOX ;F
STAKED 6 MAINTAINED DURINu CONSTRUCTION 3/ram R«}!4p0 \` PROPOSED SEWAGE DISPOSAL S YS TEM,
0 LEACHING PIT rip• 299 ! i
PREPA RED FOR f
o o SEP TIC TANK _ ; Mc SHA NE CONSTRUCTION
BOARD OF HEALTH
AND TI TL E V IF
l
VARIANCE REQUIRED YR P RESERVE) �wc '' + i'_
�' ` LOT 25 OA KWOOD S TREE T
(LESS THAN 10 •) \ , � ..p,: •,,_ ___ CO TUI T BA RNS TA BL E MA .
PIPE INVERT ELEVA TION
y� :;Ar00 DA TE." C>�:
5 /G, CAPE 6 ISLANDS SURVEYING, INC.
PLOT PLAN
SCA L E. 1 "_ > a ,s-8 _ �; r ; SCALE AS NOTED P. 0. BOX 334
MAP SEC PCL LOT HSE _; . PLAN NOwo� ^ TEA TICKET, MA SSN '1`
SYST M ILA"
NOT TO SCALE
TOP FDN. 3z: a FINISH GRADE OVER
EL . 33, c� FINISH GRADE
e:..ao;.,: FINISH GRADE OVER DIST. BOX - z FINISH GRADE OVER
SEPTIC TANK_-.', o _ LEACHING PIT .o
0
e a: VARIES
a'• 3 rr OF 4/8 rr 112" 12" MAX
:d: a'p ::,• PRECAST CONC. OR
- ,0'.• .. .O, .. '.• a:'O's.e:..'.'e::". a .'•'t7.':o.•.- .e. ..e'..•e:d•'e:e:e',�P, - .. .e . n •e .'o'.e.
o ASHED PEA STONE '--
' BRICK 6 MORTAR
311
OUTLET PIPE LEVEL ! TO 12" BELOW GRADE
• 4 FOR 2 FT. MIN. Eg"
.-.
o.•'D '. 29,C70 b:• :o d j o :b^'. ,b
e.. o o n.
D o
rm
s
n,:::o.e b.. •,� 2cS',�3 ,?ce$ �.� oo ,°•o,,••e,p, b.0 0 p.
2. o• ' . . 'o C. OR PVC. TEES. -
. e' a '• ,
4,
GAL L ON
BSMT. FLR. �; /, O BOX I
DIS TRIBUTION
EL . 2 ,5 O e ..p s� oo it a Oq ,n
INS TA L ON L EVEL BASE 3/4, TO 1-1/2 ao s r I
PRECA S T 'CO CRETE PRECAST
e.a..o..D..°... y- , � RENFO 'CED o cR.U: HED CONCRETE
Id
o. s; O1'1E
ST
�• :0. 0•0':0;" b:::O:,p•,o'•0.e::O;.'�t'.:e:..O•Q•.a:%::.•�••::d.•'O.'' o' er: _ _
D. oAo..a.b°.o.o A .o.o.o:•:o,o •q.o •o o- o:o o. ,•o.. o,. o o.p f
H �`(� REINF. b
d D .0, : b•••a
SEPTIC TANK
INSTALL ON LEVEL BASE NOTE.' EXCA VA TE TO ELEV. /$.o'`OR o e a'Q o. o o' . o'' •o.°'� w ,C)�
L OWER TO REMO VE A L L IM E
MA TERIAL BENEA TH THE L EA CHING ,�}REA
REPLACE EXCA VA TED MATERIAL WI TF�
CL A Y FREE SAND f
� CLEAN, � �'
EFFECTIVE DIAMETER
GENERAL NOTES
LEACHING PIT
INSTALL ON LEVEL BASE
1. ALL EL EVA TIONS SHOWN ARE BASED ON A S S U M D `
2. A L L PIPES IN THE S YS TEM MUS T BE CA S T IRON
OR SCHEDULE 40 PVC. OVSER VA TION PIT
3. THE BOARD OF HEAL TH MUST BE NOTIFIED
WHEN CONSTRUCTION IS COMPLETE PRIOR
F+={f'Y�i.��L..N Iglvn!Yf"l=rt f L::.' �
TO BA CKFIL L ING
PRECAST CONCRETE a MIN./IN.
A. ANY CHANGES IN , THIS PLAN MUST BE APPROVED
LEACHING'PIT WI TNESSED B Y.•
/ -- BY THE BOARD OF, HEAL TH AND CAPE 6 ISLANDS
SURVEYING CO., INC. :��' a•r a a..r-
3 5. MA TERIAL S AND INSTAL LA TION SHAL L BE IN t..:,.g s: RD. OF HEALTH DA TA
e DESIGN
�, COMPL LANCE WI TH THE STA TE SA NI TARY
;\ ,"�\ 1-- ,L DA TE.'
1 CODE - TITLE V - AND LOCAL APPLICABLE �3 0
RULES AND REGULATIONS
T ps I
NUMBER OF BEDROOMS
6. NORTH ARROW IS FROM RECORD PLANS AND
s I
GARBAGE DISPOSAL ti o
IS NO T TO BE USED FOR SOL AR PURPOSES b -5 0
p, e DAIL Y FLOW .33 o GAL .
7. FLOOD HAZARD ZONE C „ . GAL .
a w•� , , _ ._ SEPTIC `TANK PEG D.
PPL Y 7`R SU
r B. WA TER _
L 0
o r
T
o _ SEPTIC TANK PROVIDED ioc�o GAL .
,ss37 �� Vp,ar:cl .3ao GPD.
7 o a s wa.�i. ., LEACHING 'REOUIRED
— '• / { 2 0
2 +C. 1
3. 7 � �o � a I � Cs
0 1
i R 1-
._. jai
Z" u
RR Is
SIDEWALL AREA 1-5o
-- 3� sZ I is0S. F. X G/S. F. _ 4 7-6-GPD
0 / ,
r<, ° N � 1 BOTTOM AREA S. F.
N 4 v
/ t s��z LEGEND
+ :f<> S. F. X /, C) G/S. F. _ `yGPD
C h¢rrr LEACHING PROVIDED = <�z GPO
' moo PROPOSED EL EVA TION
1000 GALLON 30 - EXISTING CONTOUR
PRECAST CONCRETE SINGLE FA MIL Y RESIDENCE G
SEPTIC TANK OBSERVA TION PIT 121
a
PLACED,
�g�• /S" A SINGLE ROIL OF HA YBAL ES TO BE P -' , �+ �,/
STAKED 6 MAINTAINED DURING CONSTRUCTION o RICRA R(3 PROPOSED SEIYA GE DISPOSAL S YS TE!"/
❑ DISTRIBUTION �> <
� �1117
.
I r.t�^^:gym <-,
PVo. 238
Q LEACHING PIT PEPA RED FOR
a
f ` SEPTIC TANK W SHA NE CONSTRUCTION
w
BOARD OF HEAL THAND TITLE V
VARIANCE REQUIRED (R P 1 RESERVE
L 4 T 25 ClA KG✓0OD S TREE T
,. w� 4,n 1.A,
(LESS THAN 10•) C(.� T UI T B�4 RN5 TA BL E MA .
PIPE INVERT ELEVA TION
17,
DA TEa' 0c,,4 A, 4 , f CAPE 6 ISLANDS SURVEYING, INC.
- � - SCALE AS NOTED P. 0. BOX 334
PLOT PLAN
�- SCALE: 1 "_ z/o' � s �� � � f ��� ` ��1 � ry w TEA TICKET, MASS.
f i .. .
( PLAN NO s /�
i
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