HomeMy WebLinkAbout83-1645 - Septic System Design002ACCESS
COVERS MUST
T DA TA
SO/L EVALWTOR EXAMINATION APPROVED BY DEP AND
rMT THE ANALYSIS WAS
BE TO FINISH GRADE
9' MINIMUM.
INVERT ELEVATIONS:
INDICATES
INDICATES
INDICA
, L
Z o3
PERCOLATION
FIRST 2'
TO
4'PERF
PVC
INVERT AT BUILDING:
15.6
TEST
BE LEVEL
SCHED
40
MIN. 2' OF
INVERT IN SEPTIC TANK:
15.55
TP #2
16.2 MIN
2ND
TP ♦3
PEASTONf
INVERT OUT SEPTIC TANK:
15.j
0-
HORIZON TEXTURE
COLOR
HORIZON
TEXTURE
COLOR
TOP WALL 15.4 MIN
P P
13.0
15 J9
13.0
INVERT IN DIST. BOX:
15.11
LOAMY
4
lOYR
_
LOAMY
14"74
REINFORCED CONCRETE
INVERT OUT DIST. BOX:
14.94
' =
EFFLUENT
4/1
�$$
*002
ti
14.24
RETAINING WALL
INVERT IN. LEACH FIELD:
14.69
.55
TEE FILTER
........ 12.3
30'x
!0" LEACH
a MIL POLY--,
12.0
INVERT END LEACH FIELD.
14.74
B LOAMY
3 OUTLET
FIELD
BLOAMY
VAPOR BARRIER
awc
D -BOX
SAND
N 374' - 1 I/2' DIA
e0r WA�c 11.4 MAX
BOTTOM OF LEACH FIELD:
14.24
20'
1500 GALLON
...... 11.3
26'
...... .......
n
WASHED STONE F
10.7
ADJUSTED GROUND WATER:
9.24
SEPTIC TANX6'
CRUSHED STONE BASE
C I
MEDIUM
IOYR
OBSERVED GROUND WATER /2/6/90: 6.94
SAND
576
ADJ OR - 9.24
SAND
BOTTOM OF TEST HOLE •!:
0.0
84'
6.0
=
08S GW - 6.94
INDEX WELL TSW 89. ZONE A
108' - ........................................
4.0
4B'
1216/90
DECEMBER 90 READING -12.5'.
ADJ-2.3'
C I COARSE
INDEX WELL TSW B9. ZONE A
SAND
PROFILE:
NOT TO
SCALE
DECEMBER 1990 - 12.5. ADJ-2. J'
TOWN OF YARMOUTH
WELLFIELD #4
BVW
aVN 2
/
/
®VRIM 12.57 \
RIM
O� I.'7?( /
O�V
DES ICN CRITERIA:
DESIGN FLOW:
2 BEDROOMS AT 110 G.P.D. PER
BEDROOM EOUALS 220 G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REOUIRED:
220 G.P.D. X 2002 - 440 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE l 5 MIN7INCH
SOIL TEXTURAL CLASS - !
EFFLUENT LOADING RATE - 0.74 GPD7SF
220 GPD / 0.74 GPD/SF - 298 S.F. REQUIRED
PROVIDED: 10'x 30' LEACH FIELD. 6' DEEP
A - 300 S.F. x 0.74 GPD/SF - 222 GPD
9� `4'r2.z
® V SBM CB1DH ! ELIZABETH V. GARD I NER. TR
EL -12.45
EXISTING PIPE GARDINER FAMILY REAL ESTATE TRUST
TO POND DISCONNECTED 310 LONG POND DRIVE
SOUTH YARMOUTH. MA 02664
1500 GALLON
SEPTIC TANK
TPR1.-. V Il FILL
\ 4�
lz e`
ooh"
` D -BOX G��QP gh e�eo��yGR'.\.\
lo
10.6
I OIL REMOVA .�/ \^-- 'J1 \ �r F•4 //
�P I' SEE NOTE B. •F`" -' z! k J+� /
VW 9
1 R r' P44•/ LEACH`\\. I_ aye \ �'�� S•.9
/ FIELD
BM CB/DR �`� ' r�� \\ BYW 7. \ BYW B
r. - } { \� ! 10.0 9.F
£L•14. 11 ,' �� �.. X12. 21 I \
VW 6
FI
N,
� , _ :z - /TB LOT A17
,�;5/-
} `P0. �0r /- r r of/ W 4 11.800+ S.F. UPLAND
1.640+ S.F. WETLAND
i�o� of 0".0 /' 13.440* S.F. TOTAL
\ VW 2
` \ IBR2 / '
TOP OF WATER 7/30/97
EL - B.0 ^
CYNTHIA R. FAGEN / Byw 1
LESLEY D. FAGEN lx/di 1
525 WEST END AVENUE }Cj
NEW YORK, NY 10024 LQ�
I. Jrepwm NAAS. PE. CERTIFY TNAr ON mYEMSER /0D4. / 14VE PASSED THE
SOIL TES T P I
T DA TA
SO/L EVALWTOR EXAMINATION APPROVED BY DEP AND
rMT THE ANALYSIS WAS
PERFORMED BTWCONSISTENTW17N"iE REWIRED TRAIN/NO. EXPERTISE AND
EXPERIENCE DESCistlan SN J 0 nut 15.01E
INDICATES
INDICATES
INDICA
, L
Z o3
PERCOLATION
ffd rwF
DAr
TEST
GROUNDWATER
TP ♦ I
TP #2
TP ♦3
0' HORIZON TEXTURE
COLOR 13.0
0-
HORIZON TEXTURE
COLOR
HORIZON
TEXTURE
COLOR
13.0
0'
13.0
FILL CLEAN
SAND
LOAMY
4
lOYR
4
LOAMY
IOYR
SAND
4/1
SAND
412
g•
.......... ..
........ 12.3
12.
.....................
..........
12.0
B LOAMY
7.5YR
BLOAMY
7.5YR
SAND
416
SAND
4/6
72' .... .....
............. 7.0
20'
........ ....................
...... 11.3
26'
...... .......
......................
10.7
FILL ORGANIC
C I MEDIUM
7. SYR
C I
MEDIUM
IOYR
SAND
576
SAND
6/6
84'
6.0
108' - ........................................
4.0
4B'
C I COARSE
SAND
-
84'
6.0
84
6.0
156'
0.0
120'
3.0
110'
3.0
DATE: JULY 26. 1999
TEST BY: STEPHEN HAAS
'WITNESSED BY: AMY VONHONE
PERC RATE: l 2 A41NIINCH
VARIANCES REQUIRED:
TOWN OF YARMOUTH HEALTH REGULATION 3.7. DISTANCES
100' IS REOUIRED BETWEEN THE SAS AND THE WETLANDS. 62' AND
70' ARE PROPOSED. 38' AND 30' VARIANCES ARE REQUESTED.
!00' IS REOUIRED BETWEEN THE $AS AND A CATCH BASIN THAT
HAS AN OUTLET TO A WETLAND. 71' IS PROPOSED. A 29' VARIANCE
IS REOUESTED,
100' IS REQUIRED BETWEEN THE RESERVE AND THE WETLANDS, 57' AND
65' ARE PROPOSED. 43" AND 35' VARIANCES ARE REOUESTED.
100' IS REOUIRED BETWEEN THE RESERVE AND A CATCH BASIN THAT
HAS AN OUTLET TO A WETLAND. 69' IS PROPOSED. A 31' VARIANCE
1S REOUESTED.
SEfc:' T / C S YS TEM 0ES / G/�/
300 L 0/VG PO/VO Z -->R / VE. MAP 68 . PARCEL / 68
SOUTH YA RMOUTH, "A
P R EP A R EO FOR:
EL / ZA B5-- T-1--1 V. (aA R O / /VER TR
GARO / /VER FAM / L Y REAL ES TA TE TR US 7-
13
3 / 0 L 0/VG PO/VO OR / VE. SOUTH YARMOUTH. MA 02664
SCAL E : / " - 20 FIE- SRLIAR Y 28 2003
REVISED: SEPTEMBER 2. 2003
EAGLE SURVEY I N G., INC
\, 923 Route 6A
Yormouthport , MA. 02675
(508) "362-8132
(508) 432-5333