HomeMy WebLinkAbout0009 PARK AVENUE - HAZMAT 2,D8- b2CF,
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ELLIS 6? THULIN, INC. LAND SURVEYORS & CIVIL ENGINEERS
478 ROUTE 6A-P.O. BOX 159 DAVID C.THULIN, PE
EAST SANDWICH, MASS. 02537 JOHN R.ELLIS, RLS
TELEPHONE (508) 888-2345
January 8. 1993
Board of Health Town of Barnstable
367 Main Street
Hyannis, Ma . 02601
ref . 92-055, 9 Park Avenue, Centerville, Ma.
Dear Board Members:
The enclosed plan shows existing and proposed site conditions
at the ref . address. The building is to be occupied by persons
under the care of the Cape Head Injured Persons ' Housing and
Education Group. It will have eight bedrooms.
According to your regulations, design parameters for septic
systems for buildings having more than six bedrooms must be
set by your Board .
Please place consideration of this proposal on your
January 28 agenda and notify me of the time and place of the
hearing .
Feel free to call prior to the hearing with your questions or
commen
Very/ my 011
GG�
llis & Thulin , Inc.
by David C. Tihulin , PE
cc. Royden Richardson , C.H. I .P
Antonia Kenny , A. I .A
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SITE DATA
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A A
PLA Lli
LOCUS x
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0
KNOCKOUT (TYP)
1 5 SORS LOT 26MAP 208
99 r I RO. m 7
COMPUTED LOT AREA 13014± SF - 0.30 ACRES
to
0 <
Cv
OWNER - COMMONWEALTH OF MASSACHUSETTS V)
L IX
DEPT. OF CAPITAL PLANNING AND OPERATIONS
4"0 SCH40 PVC (TYP).
CENIIERIALLE
DIV. OF MENTAL HEALTH
TBM - SPIK�E IN POLE 29/2 <
ELEV. 100.00 ASSUMED
REFER TO BOARD OF HEALTH PERMIT 81-405 AND
PERCOLATION TEST APPLICATION P-4923
PLAN
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0
(D
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TION AT OUTLET
INLET
2" LEVEL SEC
z
AND PARKING AREA
2000 0 1000 2000 4000
2
0 fo
I' - 2000 FEET
C.)
SIDEWALK CE
9 1/2- J 7 1/2- J F-�
ADDITION
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EDGE OF PVMT.CONC
SECTION A- A
EXIST. 1500 GAL SEPTIC TANK
TO BE RELOCATED
d
NOTE:
-50
10, CoNc.
DISTRIBUTION BOX TO BE SET ON FIRM
4
0 LEVEL GROUND. OUTLE PIPE INVERTS
1/16 INCH±.
TO BE SET AT SAME ELEVATION WITHIN
4 �j
A A
18" OPNG
OUTLINE OF
EXISTING BUILDING
3 OUTLET DISTRIBUTION BOX.
loo
-091
1/2"PROPOSED.1500 GAL
TP2
SEPTIC TANK
02 PT
< SILL 5" KNOCKOUTS (TYP)
LP1
DB ELEV.
103.67
w
jr
EXISTING LEACH PIT LIGHT DUTY C.I. COVER 0 GRADE
TO,BE RELOCATED
iO3
'BRICK ADJUSTING COURSE
R
PLAN
18" ID RESIDENTIAL RISER
1pi st.
LP2 LEGEND
LEACH PIT
1`0 6 .44ON LEACH PIT 4
R
' PEASTONE
3
EXISTING CONTOUR
r
OUTL
E OF
00000 00 00 00 00 00000
_
60000 00 00 00 0000004
PROPOSED DECK '
70.2 3/4"
3/4"'**- 600000000 000000000
EXISTING SPOT ELEVATION LLJ x TO
TO 400000000 0000000004
[1021 0
0000000 000000006 PROPOSED SPOT ELEVATION
WASHED #000000 00 00000000#
wv WASHED
0000000 00 00 0000004
STONF, STONE
ui to
000000000 00000000#
0000000 00 00 0000006 UTILITY POLE
W- UG. WATER MAIN
6o-O'
IF PvMt. G GAS SERVICE DIAMETER VARIES
.,TOPOGRAPHIC INFORMATION AND DETAIL.TAKEN FROM
TIC SYSTEM
"EXISTING"SITE PLAN" FOR THE COMM. OF MASS; BY .
SEE SECTION THRU SEP
HYDRANT
ANDREW AGAPOW, FEB. 1983, 1" = 10. FIELD CHECKED
3
12/29/92 SY ELLIS & THULIN, INC.
UTILITY POLE
SECTION THRU CENTERLINE
BUILDINO LOCATION FROM FIELD SURVEY' SEPTEMBER 1985 E
O.H. CABLE UTILITIES
z ON LEACH PIT
GUY "RE 0
3
V)
0"
1/4" 1"' TAPER
>
_CTION A-A
Sl TE PLAN. S E
20 10
20 40
1500 GALLON SEPTIC TANK
0 -n
IN FEET LJJ F- Z
1. Inch 20 ft.
1 /2" 1 01)
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uj
SOIL TEST DATA uj ui
u- > _j 0
110
DATE: SEPT. 6,1985
EXCAVATOR: DRISCOLL
B.O.H. AGENT: J. CONLON
ENGINEER: ELLIS & THULIN, INC.,
TOP FND. 103.7±
LOCATION: TP1
XISTING
SEP11C SYSTEM D Sl GN DATA,
' 105 LOCATION: TP2
ELEV. DEPTH
8 I.D. LD Cl�COVER �(TYPICXQ
103.5 0.0 ELEV. DEPTH
102.8 0.0
z
LOAM AND SUBSOIL
DIST. BO)(
LOAM AND SUBSOIL 0
t9.73 9.�2 SEWAGE FLOW ESTIMATE
101.0 2.5
SOURCE GPD COMMENT >
0
z
F, Cm
100 AND 99.8 3.0
SINGLE FAMILY RESIDENCE BED
oom 1 110 8801310 R 15.02 (1
F 8 1
36
F 4' Pvc GRAVEL Ld
uj AND GRAVEL ^IMATED PEAK DAY FLOW
98.5 5.0
9.32 S-0.010 TOTAL ES 880
CLEAN
99.32
ol
V)
MEDIUM
S-A020
4' PVC
96.8 6.0
4* Pvc 4, Pvc I., SAND UJ
MEDIUM SAND
-0.020 S-0.038 SEPTIC TANK
Z
60T. SME 93.32
LL t
_j z <
TOTAL FLOW X DET. TIME 880 GPD X 1.5 DAYS 1320 USE
94.3 8.5 1500 GAL. TANK
1500 MEDIUM SAND
t
0
GALLON z < uj
SEPTIC, I- (]:�
TR GRAVEL
LEACHING FACILITY
LP1 6' X /2 STONE Z: z
'-TANK
u
6' LP W
LLJ
LEACHING PITS STONE LEACHING AREA CAPACITY
90.8 12.0 U)
oo
tLj
BOTTOM NO. DIA DEPTH SIDE �BOTTOM SIDE BOTTOM SIDE
90 -------40 CL
m a- z
(ft) (ft) (ft) (sf) (gpd) (gpd) (gpd < un
NO G Ld
(ft) (Sf)ROUNDWATER
10.6'
z
1 2 1 6 1 6.0 2.0 0.0 1 188 1 78 1 942 1 157 1 1099 a
U)
0
a_
87.5 16.0 PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: GPD/SF SIDE 2.50 BOTTOM 1.00 o 0 m
40.
.8, 2' BOTTOM
NO GROUNDWATER
85
sS'
S EPTI C YSTEM
SECTION THRU
.. ... in. 0 ft. HORT.
'I in. 5 ft. VERT.
9 2 ' 055
SHEET .1 'OF '1''
2'