HomeMy WebLinkAbout93.27 - Holding Tank DesignHEAVY DUTY CATCH
R-1100_x0 N PAYED BERM 24' WATERTIGHT.
N 85°46'03'E BASIN FRAME AND
ti t
3' HIGH HEAVY DUTY MH COVER
118.78 GRATE TO FINISH GRADE
PROVIDE WATERTIGHT
TO FINISH GRADE
yrD£NNIS PONDN-LINK
' PENCE
EDx .:" COVER FOR WHEN NOT
IN USE MERCURY FLOAT SWITCH
SET AT 75x CAPACITY FOR
EXISTINGAN AUDIO AND VISUAL ALARM
CONCRETE ....
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–LOCUS SLAB _ . - 17'1 x 74 x 9'2'd w
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? y 40 MIL POLY LINER OVER SAND
,ZT 3,
A P" COMPACTED SAND BASE
0 P tEXIT 7
5000 GALLON HOLDING TANK. H-20
WITH SECONDARY CONTAINMENT L IIIER
t;
SYSTEM WITH LEAK DETECTION
`"-� INSPECTION PIPE AND ALARM.
PROF I L E : NOT TO SCALE
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L O CUS MAP
PAVED AREA EXISTING BUILDING
HOLDING TANK NO TES :
z BOAT WASH
DOWN AREA - ; 1. HOLDING TANK SHALL BE RE'NFORCED.PRECAST,.
CONCRETE WITH AN EXTERIOR SECONDARY CONTAINMENT
LINER SYSTEM WITH A LEAK DETECTION INSPECTION
o PIPE AND ALARM SYSTEM BY MILLER ENVIRONMENTAL
"+ PRODUCTS. INC. OR APPROVED £OVAL. CONSTRUCTION
AND MAINTENANCE SHALL CONFORM TO 314 CMR 18.00
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Vt 2. A PUMPING CONTRACT WITH A LICENSED SEPTIC
M C> CONTRACTOR IS REOUIRED FOR THIS HOLDING TANK
�t INSTALLATION.
z ` CATCH BASIN \a '
.`
RIM-98.0
J. OPERATION AND MAINTENANCE OF THIS SYSTEM
REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH
WATER ALARM SOUNDS (752 CAPACITY).
-'
....... 4. ENGINEER TO INSPECT AND CERTIFY THE INSTALLATION
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PROPOSED
10� BERM OF THE HOLDING SANK TO THE BOARD OF HEALTH AND
_ - i, MASS DEP,
L 0 T 4
z
. - GENERAL NO TES .
i PROPOSED 500,GALLON I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
WASTEWATER t, H DING TANK -0F THE HOLDING TANK SYSTEM ONLY. O
It CATCH2- ASSUMED. FOR BENCH MARKS
BASIN
VERTICAL DATUM IS AS K
SET SEES ITE PLAN
3. BEFORE CONSTRUCTION CALL 'DIG-SAFE',
1-888-DIG-SAFE AND THE LOCAL WATER DEPT,
- -EX) TINO FOR LOCATION OF UNDERGROUND UTILITIES.
LU x SEPTIC SYSTEM
IJ2 40'
u t SBS°A6'03'W.+ °
UP 964/4 WIRE "OO/ /V G TA /V K O E S/ G /V
20 CORPORA T / O/V ROAD . MAP 93 . PARCEL 22
or'�
�D �D $oma STEi>Hft yco' PREPARA.
ED AOR
C0Rp0RATION
LEGEND sus, g. CH�1 R R C l_ �' S TOM BOA T C
Isit`at�4 P
F CB CONCRETE BOUND AA �$ /S/ OR EAT H/LL OR W. SAR/VSTASLE. MA 02668
/r —
—W— WATERLINE
HYDRANT /, e&' SCALE: / /O AUOUST 4, 2008
P g`
—G— GAS L l NE ' I \ /
—O— OVER HEAD WIRES v Y I NG I NC
HW
#,:` LIGHT: POST 923 Route 6A
_E UNDERGROUND ELECTRIC LINE f �` Ya rmo u t h p r t MA . 02675
--T— UNDERGROUND TELEPHONE LINE /�/ill< <r \�� ( 508 362-81-32
-CTV— UNDERGROUND CABLEVISION,LINE /�/ ( 508) 432-5333
+40.4 SPOT ELEVATION
40 EXISTING CONTOUR
40 PROPOSED CONTOUR
0 5 10, 20JOB NO: 0&-057 FtELD:CFW/EEK CAL C: SAN/CFW CHECK CFW DR�l: SAH