HomeMy WebLinkAboutDecision 4213 - Site Plan Page 2WALL CX. REMOVAL DETAILS ADJACENT GRADE VARIES --MAX.
WALL HEIGHT 10
SCALE:
1 ,,= 20'
PROPOSED WALL 1' OFF PROPERTY LINE
UNILOCK CONCORD OR ROMAN WALL
PROPOSED TOP WALL=8.1
ONE BLOCK COURSE BELOW GRADE
LOCK CONCORD OR ROMAN WALL
PROPOSED TOP WALL=8.1
ADJACENT GRADE VARIES ---MAX.
WALL HEIGHT=18"
WALL SECTION
SCALE: 1 "=2'
8" X 6" 14"
BLOCKS
COMPACTED GRANDULAR BASE
22" WIDE & 8" DEEP
REV. 9/02/08 --NO CHANGES ON THIS SHEET
REV. 7/15/08 --PROPOSED FOOTPRINT, LOT COVERAGE & OFFSETS
REV. 6/18/08--2 SEPTIC SYSTEMS & NEW OWNER
REV. 5/30/08 --WALL CROSS SECTION
REV. 5/29/08--C-4 UNITS
REV. 5/23/08--PRES8Y SYSTEM
COPING
WALL 1' OFF
PROPERTY LINE
REPLUMB SEWER OUT FRONT
PROPOSED INVERT 30" BELOW
GRADE. DOUBLE SLEEVE BOTH
SEWER AND WATER WITHIN 10'
OF EACH OTHER.
ALARM & PUMP NOTES
T. ALARM TO BE WIRED BY ELECTRICIANS ON
SEPARATE CIRCUIT FROM PUMP.
2. ELECTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR.
3. ALARM TO BE LOCATED IN HOUSE-
5.
OUSE5. USE 2 MEYER ME3H, 3/10 14P PUMPS. OR
EQUIVALENT,
6, TO PROVIDE FOR EASY- AND SAFE
MAINTENANCE OF PUMP:
-PROVIDE UNION/DISCONNECT IN 2" PVC
UNE AT TOP PUMP CHAMBER SO PUMP
CAN BE REMOVED FROM TOP OF TANK.
MONOLITHIC 1000 GALLON
H-10 PUMP CHAMBER
W/ WATERPROOFING
0.75
IMPERVIOUS BARRIER
40 MIL
TITLE 5 SAND
Alarm
SYSTEM B¢ -UNIT 25
Invert 5.75
H-10
S=1 /8"/f
Propo
i 1500
Invert 5.55 Monoli
tic
I Proposed W/Waterl
I
I Bottom 1.05
Proposed �✓
I 6" Stone or caml
1 -1T-j
DESIGN DATA
2 CULTEC C-4 UNITS
Invert 5.30 24' X 12' X 3'DEEP SAND BEDS
(Use Gas (See Detal)
.Existing Invert 6.80 Use 12" Cover
Proposed with 7.21
see detail flow Eq,aizer8
Top Units ®Filter Cloth
4" Inspection
ID S=1/8"/ft „��� Port
Sanitary
Tee
Invert 6.75
,Proposed Proposed
1 5' 1 1 t>? 1 4 1
r 5 l 14 16 1-4,
Q ,
---- 3"
6:5
4Levet Bottom
C-4 Units
El: 2.5
0.15' Adjustment Pro-
vided --Locus is within
300' of coast
BEDROOMS:
2
GARBAGE GRINDER:
No
LEACH AREA
REQUIRED CAPACITY:
220 GPD
USE 2 C-4- UNITS WITH 4' OF STONE ALL AROUND
SEPTIC TANK:
1500 GAL
FOR A 24' X 12' X 3" DEEP LEACH AREA, MINUS
BOTTOM LEACHING AREA:
287.3 SF
A 1' X 17" TRIANGLE, AS SHOWN. RUN PERFOR-
L(24' X 12')] -1'/2 X 1.42
ATED PIPE DOWN CENTER OF C-4 UNITS BETWEEN
SIDE LEACHING AREA:
17.8 SF
HUMPS. CAPE END. BRING STONE TO TOP OF C-4
[(71.3' PERIMETER) x 0.25]
UNITS_ AND COVER WITH FILTER CLOTH.
DESIGN CAPACITY:
225 GPD
[(287.3 SF + 17.8 sf) X .74 GPD/SF]
2' MIN. REMOVAL WITH BARRIER
PUMP CHAMBER STORAGE CAPACITY:
220 GAL.
DO ALL AROUND AND UNDER REMOVAL DOWN 37"t
DOSES PER DAY:
2
TO LOAMY SAND, AS SHOWN.
BUOYANCY CALC'S-MONOLITHIC PUMP CHAMBER
WEIGHT OF EMPTY CHAMBER AND 24" OF COVER
CHAMBER= 4.15 TON (PER SHOREY)
24" COVER= 2' X 5.42' X 8.25` X 0.055 TON/CU. FT
24" COVER=4.92 TON
TOTAL= 4.15 TON + 4.92 TON=9.07 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(3.0 -0.75') X 5.42' X 8.25' X 0.0312- TON/CU. FT.
WEIGHT WATER=3.14 TON
TANK AND 24" COVER ARE HEAVIER BY 5.9 TON.
3/8" WEEP/VENT HOLES
STONE UNDER
2" PVC
Valves
MAKE FACTORY WATER -TIGHT
HEALTH AGENT APPROVAL
BUOYANCY CAL'S MONOLITHIC 1500 GAL. ;H-10
WEIGHT OF EMPTY SEPTIC TANK AND 20" OF COVER
TANK= 5.635 TON (PER SHOREY)
20" COVER=1.67' X 6.08' X 10.17' X 0.055 TON/CU. FT.
20" COVER=5.68 TON
TOTAL= 5.635 TON + 5.68 TON = 11.31 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(3.0 -1.05) X 6.08' X 10.17' X 0.0312 TON/CU. FT.
WEIGHT WATER= 3.76 TON
TANK AND 20" COVER ARE HEAVIER BY 7.5 TON.
SITE PLAN
FOR
JAMES O. MORRISON
LOT 106, 23 & 25 NEW HAMPSHIRE AVE, W. YARMOUTH, MA
NOVEMBER 28, 2003 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE2()0$ BY R.J. CADILLAC (508)' 775-9700' PAGE 2 OF 2