PERMFILE49480

• Permit No: C1981038
• IBM Index Class Name: Permit File
• Doc Date: 3/7/1988
• Doc Name: WATER STORAGE TANK SITE PLAN AND DETAILS
• Section_Exhibit Name: Mine Facilities Appendix Map
• Media Type: M
• Archive: No

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TANK CONTRACTOR TO INSTALL STEEL PIPE
4' SCHEDULE 40 STEEL PIPE 4" G . 5' OUT/ 4 "0 PVC 0
5 BEYOND TANK -INLET 8 OUTLETI. I \ OUT/ /
NOTE. WELDED STEEL
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TANK ELEVATION VIEW
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CONSTRUCTION NOTES
I QUANTITY ESTIMATE
EXCAVATION 145 CY
EMBANKMENT 230CY
BORROW 120 C ( Assuming 15% Shrinkage. Obtain borrow material from near
site as directed by owner)
CLASS 6 ABC 25 C Y
FABRIC - MIRAFI 50OX 150SY (Surfoce Area,does not include seam overlaps)
2 SITE SHALL BE CLEARED OF ALL VEGETATION PRIOR TO EXCAVATION OR EMBANKMENT
3 EARTHWORK
CUT AREA SCARIFY TOP 5 BELOW AREA TO RECEIVE BASE COURSE ADJUST
MOISTURE CONTENT TO I2% OF OPTIMUM, COMPACT TO 95%
STANDARD PROCTOR DENSITY PRIOR TO PLACEMENT OF FABRIC
FILL AREA PLACE ALL FILL IN 6" COMPACTED LIFTS ADJUST MOISTURE
CONTENT TO t2% OF OPT I MUM ,COMPACT TO 950/6 STANDARD
PROCTOR DENSITY
4 FABRIC OVERLAP ALL SEAMS 3' -0"
5 CLASS 6 ABC PLACE IN TWO- 3" COMPACTED LIFTS. ADJUST MOISTURE
CONTENT TO 2% OF OPTIMUM COMPACT TO 95% STANDARD
PROCTOR DENSITY
6 OVERFLOW DRAINAGE FROM OVERFLOW TO BE CONSTRUCTED BY OTHERS
7 INFORMATION CONCERNING THE ALLOWABLE SOIL BEARING CAPACITY WAS
PROVIDED BY GOLDER 8 ASSOCIATES GOLDER 8 ASSOCIATES INDICATED THE
EXISTING SOILS HAVE BEARING CAPACITIES CAPABLE OF SUPPORTING
1,500 POUNDS/ SQUARE FOOT SHOULD UNSTABLE SOILS BE ENCOUNTERED
DURING CONSTRUCTION, THE OWNER SHOULD BE CONTACTED IMMEDIATELY
6" CDOH Class 6 Aggre
Base Course Compacte,
SECTION AA
Honz I =20
Vert 1 10'
TANK
SECTION BB
Honz :I =20
Vert 1 =10
FINISHED
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Prot Me-
864927
Dote,
10 -3
-86
Revision,
11/24/86
ADDED TANK SITE
PIPING 8
WATER
LINE
DETA I LS (PRESSURE
RELIEF BOX)
Dare-
R Brown
Cbekd-
K Koler
Approved,
E Armstrong
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