HomeMy WebLinkAbout97 Salt Box Road - Plan of LandACCESS C VER MUST BE WITHIN
6' OF FINISH GRADE>r.
I'I500
PTIC
INSPECTION
PORT
FIRST 2' TO
BE LEVEL
E� J 30l Z7S 30.8 I1I1 III II ) 23 .
6 OUTLET 24 HIGH CAPACITY INFILTRATOR
g D -BOX CHAMBERS IN BED FORMATION
AL H-20
ANK 6" CRUSHED STONE OR
COMPACTED BASE
ROF I L E : NOT TO SCALE
9" MINIMUM.
3' MAXIMUM COVER
CLEAN SAND BACKFILL
AROUND AND 2' OVER CHAMBERS
SALT BOX RO01
D �x
i
t � r
\ _4i
\meq\\\ G� \ _-
\ _ >\
ROLLOFF OLIMPSTER
\\ G \FOR DEMOLITION DEBRIS �
\ Te,6E PLACED IN THE \t \
`LEACH E*IST-IW OR1YEpAY
34
+34.4
CB/DH FND
o �
I
I
I
24 NIGH CAPACITy< \\
INFILTRATOR CHAMBERS
+34.4
BANK BOAO
Nt
LOCUS
V Q\
hh
0P
n
LOCUS MAP
INVERT EL E VA T I ONS
INVERT AT BUILDING:
32.7
INVERT IN SEPTIC TANK:
31.5
INVERT OUT SEPTIC TANK:
31.2-5
INVERT IN DIST. BOX:
30.97
INVERT OUT DIST. BOX:
30.8
INVERT IN LEACH CHAMBER:
30.62
BOTTOM OF LEACH CHAMBER:
29.7
ADJUSTED GROUND WATER:
MIA
OBSERVED GROUND WATER:
N/A
BOTTOM OF TEST HOLE *1:
23.1
CONSERVATION NO TES :
I. THE WORK LIMIT SHOWN SHALL BE FITTED WITH STRAW
WATTLES BACKED BY A DUG -IN FABRIC SILT FENCE.
THE FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED
GROUND IS STABILIZED COMPLETELY.
2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE
WETLAND SIDE OF THE WORK LIMIT.
J. ROOF DRAINS SHALL BE DIRECTED TO SUITABLY SIZED
DRYWELLS AND/OR STONE TRENCHES ALONG THE ROOF DRIP
LINE FOR STORMWATER RUNOFF CONTROL.
4. INITIAL SOIL STABILIZATION WITHIN THE WORK LIMIT
SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR
LOAM AND SEED WEATHER PERMITTING.
5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL BE VIA
THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS
AS SHOWN AROUND THE PROPOSED DWELLING SITE.
~ -_L _� I , ' /\ /.• co
6. ALL DEBRIS SHALL BE LADED -FROM THE SITE -SAS -IT IS
' LEAH\
Pr 34.2 ( _ \tl / , PRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE
aM: FoRNER sr£v HANDLING FAC I L I TY.
.-:: r. :. // by • / / \
EXISTING 410
SEPTIC TANK
?0
15 410 GALLON
SEPTIC TANK
co
/ 0
K ,%34.0
D eP \5 �� F� hR' kph /,-•�// / / / /// / //// s.
le
++3X.4 / / , // / s
3f-0 ' / / / 6,A / /. , / 24/0 I'
24-6/
11612/
DESIGN CRITERIA:
DESIGN FLOW:
4 BEDROOMS AT 1/0 G.P.D. PER
BEDROOM EQUALS 440 G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REQUIRED:
440 G.P.D. X 200x - 880 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE ( 5 MIN/INCH
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED
PROVIDED: 24 H16H CAPACITY INFILTRATOR
CHAMBERS. 150'x 4.73 SF/FT - 709 S.F.
709 S.F. x 0.74 - 525 GPD
SOIL TEST PIT DATA
INDICATES�_ INDICATES
PERCOLATION = OBSERVED
TEST = GROUNDWATER
TP *I
0' HORIZON TEXTURE COLOR 34.1
® CB
Q LOAMY IOYR
-W-
WATER LINE
SAND 374
HYDRANT
9
GAS LINE
33.4
OVER HEAD WIRES
B LOAMY 10 YR
LIGHT POST
--E-
SAND 416
-T-
24'
---------------------
32.1
+ 40.4
C I MEDIUM IOYR
........ 40-------
EXISTING CONTOUR
SAND 6/6
PROPOSED CONTOUR
40'
132' 1 NO WATER 23.1
DATE: JUNE 25. 2014
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: ( 2 MIN/INCH
���\SH OT Mq$S4CyG
ANN
WARNER N
No. 38721 S
GENERAL NOTES:
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
SET. SEE SITE PLAN.
J. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 AVC OR
APPROVED EOUAL
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
8. EXISTING SEPTIC SYSTEM TO BE PUMPED DRY.
REMOVED AND BACKFILLED -
9. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
10. THE EXISTING DWELLING IS TO BE REMOVED DOWN TO
THE FIRST FLOOR DECK. THE EXISTING FOUNDATION
AND STEEL FRAME FOR THE SUN DECK TO REMAIN.
LEGEND
® CB
CONCRETE BOUND
-W-
WATER LINE
PARCEL 4 I
HYDRANT
-G-
GAS LINE
- OHW-
OVER HEAD WIRES
V
LIGHT POST
--E-
UNDERGROUND ELECTRIC LINE
-T-
UNDERGROUND TELEPHONE LINE
- CTV-
UNDERGROUND CABLEVISION LINE
+ 40.4
SPOT ELEVATION
........ 40-------
EXISTING CONTOUR
P-01
PROPOSED CONTOUR
S 1 TE
PLAN
OF
LAND
07 SAL T BOX ROAD. MAP 8 /
PARCEL 4 I
SOUTH
YARMOUTH.
MA.
PREPARED
FOR :
RON
L UKASEV
I CZ
SCALE: I-
20'
JANUARY
7. 2015
STEPHEN
A.
HAAS
ENGIN E E R I N G, INC
' //• �r P.O. Box 16
JAN 092015 �j�i%� / 1\��` South Dennis, MA 02660
( 508) 362-8132
HEALTH DEPT. '7
o /0 20 40 % � /l � d
.�`"i'►a'� u fall �@ 1'�1
F-3, it, 15 99
Yarmouth Conservatior
r, Commiss� inn
MAR 11 201511 2015
RECEIVED
JOB N0: 14-030