HomeMy WebLinkAbout796 Route 28 Proposed DetailsHYDROCARBON
TRAP (HOOD)
W/WEEP HOLE
6.33
4.58
0.50
6.00 -�
DEEP SUMP
CATCH BASIN
(SCB-1000-H-20
1000 GAL. SOLID
CATCH BASIN
ON 6" SOLID PAD)
1000 GAL MONOLITHIC TANK
IN 1500 GAL H-20 PRECAST
SECONDARY TANK FOR FLOOR
DRAIN, MANHOLE EL 11.27
ALARM CONTROL PANEL
ON SEPARATE CIRCUIT,
ELECTRICAL PERMIT REQ'D.
4" Cl VENTS
THROUGH ROOF
PROPOSED
BUILDING
SLAB EL 11.60
EL PER PLAN
ELEV 6.20 SEE PLAN
1.00 ID HDPE EL 6.10
CORRUGATED
DRAIN PIPE OR
EQUIV.
GROUND WATER
ELEV 1.8 AT
SOIL TEST
OCT 1979
ELEV 1.12
SIGN "NON- HAZARDOUS WASTE WATER
HOLDING TANK-U�ARBY
SANITARY
TEE OR
CROSS,
TYP.
4"
FLOOR
DRAIN,
4"
CLEANOUT
• 4
1.00' ID
HDPE CORRUGATED
& PERFORATED
- DRAINAGE PIPE
OR EQUIVALENT
LOCATED PER PLAN,
PLUG END
SEE PLAN
9.10 MIN
1.00 ID HDPE CORRUGATED DRAM
PIPE MANIFOLD PER PLAN VIEW
-I- EL 7.60
2.00
EL 5.60
LPLACE GEOTEX ILE FILTER CLOTH 0.5 J
ON BOTTOM, T P, AND SIDES OF PROB. HIGH GROUND
3/4" - 1 1/2" WASHED STONE - WATER ELEV 5.10
WASHED STONE REQUEST 0.5 FT.
VARIANCE TO 4.60
SEE PLAN
DRAINAGE DETAILS JNTS)
4" C.
TO R
FLOOR DRAINS, VENTS, AND PIPING TO TANK
TO BE 4" CAST IRON INSTALLED PER 248CMR,
THE STATE PLUMBING CODE
4„ 4" FLOOR DRAIN
CLEANOUT W SCREEN
EL. 11.50
.00
1 25�
6" ROOF DRAIN EXISTING
4 PLCS. BENCHMARK: CATCH BASIN
MONITORING WELL RIM 9.18
_50% .52 NGVD 88
5.0
21.5'x21.5'.
LAY CONCRETE MASONRY
UNITS TIGHTLY BUT UN -
MORTARED BETWEEN TANK
TOPS TO PREVEI'T "rT
30" HDCI WATERTIGHT
GASKETED MANHOLES
4"
CLEANOUT
TYP
INTEGRALLY CAST ---
EL 9.75BOOTS, TYP 2
4" C.I.TO 4" Cl R !F VENT EL 9.52
TANK 4" Cl FLOOR
DRAIN EL 8.43
EL 10.25±
Cl P -TRAP
FLOOR ELEVATIO VIEW
�.�+ as f - i
F,
DRAINAGE PLAN, NTS
.,A\1
13
7.67
PHGWL
SET LEAK DETECTOR EL 5.1
ON BOTTOM
EL 3.60
GW Q SOIL TEST
EL 1.82
INSTALL ON 6" GRAVEL OVER
NATIVE SOIL OR MECHANICALLY
COMPACTED BASE
0.67±
2.50 k�r f- 0.50
r 4.00 ALARM
00
BUOYANCY CALCULATION
DISPLACEMENT 1500 GAL
TANK
11.5'x6'x6.83'x62.4 #/FT^3
=29,536#FW
WEIGHT 1500 GAL TANK
24,342#
WEIGHT 1000 GAL TANK
7,268#
TOTAL WT>
31,610#
MARGIN
2,074#
NO BALLAST REQ'D.
---J 2.50 I►-
2"ALARM
CONDUIT
I.
7.67 5.98
1000 GAL MONOLITHIC _.
HOLDING TANK 6.00 -
1500 GAL H2O MONOLITHIC
- 11.50 SECONDARY CONTAINMENT
ELEVATION VIEW TANK SECTION VIEW
ACME NHWWHT 102
PRIMARY 1000 GAL MONOLITHIC TANK
SECONDARY 1500 GAL H2O
MONOLITHIC TANK
PROPOSED DETAILS
LOCATION: 796-798 RT 28 SO. YARMOUTH MA
MAP/PARCEL: 3350
PREPARED FOR: MARIE CARONISILVER CLOUD TOWING
SCALE: NOTED DATE: 08-11-15 rev 05/11/16
DAN A. SPEAKMAN CONSTRUCTION
LAND SURVEYING & TITLE V ENGINEERING DIV.
15 SPEAK WAY, N. HARWICH, MA
508-432-5565 SHEET 2 of 2
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