HomeMy WebLinkAbout23 New Hampshire Ave - Site Plan 2WALL & REMOVAL DETAILS ADJACENT GRADE VARIES --MAX:
WALL HEIGHT=10"
SCALE:
PROPOSED WALL 1' OFF
1 »-20'
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"
INTERLOCKING
BLOCKS
COMPACTED GRANDULAR BASE
22" WIDE & B" DEEP
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 --PRESBY SYSTEM
COPING
WALL 1' OFF
PROPERTY LINE
REPLUMB SEWER OUT FRONT
PROPOSED. INVERT 30" BELOW
GRADE." DOUBLE SLEEVE BOTH
SEWER AND WATER WITI-IIN 10'
OF EACH OTHER.
ALARM & PUMP NOTES
1. ALARM TO BE WIRED BY ELECTRICIAN ON
SEPARATE CIRCUIT FROM PUMP.
2. ELECTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR.
3. ALARM TO BE LOCATED IN HOUSE.
5, USE 2 MEYER ME3H, 3/10 HP PUMPS, OR
EQUIVALENT.
6, TO PROVIDE FOR EASY AND SAFE
MAINTENANCE OF PUMP:
WIDE UNION/DISCONNECT IN 2" PVC
AT TOP PUMP CHAMBER SO PUMP
BE REMOVED FROM TOP OF TANK.
MONOLITHIC 1000 GALLON
H-10 PUMP CHAMBER
W/ WATERPROOFING
3/8" WEEP/VENT HOLES
SYSTEM B --UNIT 25
Invert 5.75
71
S-1 /8"/ft
Invert 5.55
I Proposed
I
Bottom 1.05
1 Proposed
6" Stone
DESIGN DATA
4 CULTEC C-4 UNITS
Invert 5.30 24' X 12' X 3" DEEP SAND BEDS
Use Gas Baffle (See Detail)
Existing Invert 6.80 Use 12" Cover
Proposed with 7.21
see detail Flow Equilizers
Top Ur
P S=1 /8"/ft
Sanitary
Tee
Invert 8.97/ invert 5.75 J
(Proposed Proposed ,
1 1 5' 1 1 1 4
t-5 ] 1421 I F- 4'
CD
I
4'
t" Inspection
Port
3"
E
6.5
Level Bottom
C-4 Units
j 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-
[(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"f
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.
0.75
IMPERVIOUS BARRIER
40 MIL
TITLE 5 SAND
2" PVC
Alarm 34"
On 28" Quick Disconnect/
Off 24" Unions
P Check Valves
6" STONE tNDER
MAKE FACTORY WATER -TIGHT
tFA OF,U,y S.
C5
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CADILLA
41060
R�GISTER�O
'SANITARIP" 5 1 S
HEALTH AGENT APPROVAL
CADILLAC
,# 35779
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 G. MORRISON
LOT 1061 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
DATE 2008 BY R.J. CADILLAC (508) 775-9700 PAGE 2 OF 2