2015-06-24_HYDROLOGY - M1980244 ‎(3)‎

• Permit No: M1980244
• IBM Index Class Name: Hydrology
• Doc Date: 6/24/2015
• Doc Name: Map - TR74 Responses - Plan and Section
• From: CC&V
• To: DRMS
• Type & Sequence: TR74
• Email Name: TC1
• Media Type: D
• Archive: No

I
111
C
Il
c)
PUMP BACK
WATER POND
luo
2
I-
I
IN
PUMP BACK WATER PIPELINE "F" PLAN
REVISIONS REFERENCE DRAWINGS
DESCRIPTION DATE BY CHK APP DRAWING NO TITLE
30-800-19.dwg - Designer: cvernon Mar 13, 2015 - 5:05pm
1 "=50'
(SEE NOTE 8)
PUMP BACK WATER PIPELINE "F" PROFILE
1 "=50'
ISSUE RECORD ENGINEER RECORD
DATE ISS- REV TO FOR BY DATE
01-14-15 1 A CLIENT REVIEW & COMMENT DRAWN JP 8-05-14
03-13-15 2 0 CLIENT CONSTRUCTION CHECKED JBK 01-29-15
ENGINEER I JBK 1 01-30-15
ENG. AH 01-30-15
MDR. CT 01-30-15
'L 3-b9o0
5
p O
EXISTING
GROUND
STRUCTURAL
FILL (LVSC)
PIPE LOCATOR
TAPE
6" BEDDING TO BE
LVSC
2'-0"
Ir— FINISH GRADE
CL 4"0 PIPE
o z
O "
pp 0
'O INITIAL
I_- BACKFILL (LVSC)
SECTION B
1 "=2' —
4"0 90' MOLDED
ELBOW
4"0 VENT PIPE
4"D HDPE
PUMPBACK WATER PIPELINE "F"
DETAIL 1
30-800-10
4"0 90' MOLDED
ELBOW
MESH S.S. MESH
)TH SQUARE WEAVE
JDED TO PIPE.
16.00' 1 9.00' . 3.50'
SCALE
50 100 150 200
(FEET)
1"=50'-0"
RECEIVED
JUN 2 4 2015
DMSION OF RECLAMATION
MINING AND SAFETY
vv) - ago 4-4 RQ0-P-o�k
ISSUED FOR
CONSTRUCTION
FOSTER WHEELER
CRIPPLE CREEK & VICTOR U01 SALT LAKE CITY, UTAH
GOLD MINING COMPANY.
SQUAW GULCH ADR2
SQUAW GULCH ADR2
CIVIL
PUMP BACK WATER PIPELINE "F"
PLAN AND SECTION
THIS DRAWING IS THE PROPERTY OF FOSTER WHEELER USA CORPORATION AND IS LENT WITHOUT CONSIDERATION FOR CC&V
OTHER THAN THE BORROWER'S AGREEMENT THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR DISPOSED OF DWG SIZE AS
PROJECT NO
DIRECTLY OR INDIRIECTLUl Y. NOR UAMV�SEDoATI FOR ANY PURPOSErOTHER THAN THAT FOR WHICH ITTIS SPECIFICALLY D AS NOTED 134031
VICTOR, CO.
REV
0-800-19 0
A
B
D
0
w
a
MIN. PIPE COVER
N
N
o
N
COMPACTED
+
L
L
STRUCT. FILL
+
rn
(LVSC) PER
d
SPECIFICATIONS
o
c�
--
O
—� i l—ll=ll1—lII—III—III
--1—LI—III—I
EL
9452.2r—
452.20(5-6.8%)
(S=6.67)
(S=(-7.007 — —
7EXISTCULVERT
EL9450.00
LINER LIMITS r 2"x4" RED.
(NOTE 5) I
2"0 HOPE PUMPBACK WATERLINE'
E —1
TEE HDPE MOLDED
TEE
2"-FW-88005-4YR
SECTION A 1
1"=4' - 30-800-10
DRAWING NOTES
1. FOR GENERAL PIPING NOTES SEE DWG 30-800-03,
2. MOUND PIPE COVER AS REQ'D AND DIRECT DRAINAGE TO DITCH
3. PROVIDE MINIMUM 3.00 FT. PIPE COVER UNLESS NOTED.
4. PIPELINE ELEVATIONS SHOWN ARE TO CENTERLINE OF PIPE.
UNLESS NOTED
5. PROTECT LINER AND DRAIN COVER FILL AS REQ'D.
6. BURY PIPELINE MIN 6" DEEP UNLESS NOTED.
7. WORKING NEXT TO LINER REQUIRES VLF PERMIT DOC. NO.
H&S 005-41.1.
8. FOR PIPELINE "F" PROFILE SEE DWG 30-800-10.
LEGEND
DENOTES EARTH MOUND PIPE ANCHOR
• DENOTES PIPELINE P.I.
SCALE
50 100 150 200
(FEET)
1"=50'-0"
RECEIVED
JUN 2 4 2015
DMSION OF RECLAMATION
MINING AND SAFETY
vv) - ago 4-4 RQ0-P-o�k
ISSUED FOR
CONSTRUCTION
FOSTER WHEELER
CRIPPLE CREEK & VICTOR U01 SALT LAKE CITY, UTAH
GOLD MINING COMPANY.
SQUAW GULCH ADR2
SQUAW GULCH ADR2
CIVIL
PUMP BACK WATER PIPELINE "F"
PLAN AND SECTION
THIS DRAWING IS THE PROPERTY OF FOSTER WHEELER USA CORPORATION AND IS LENT WITHOUT CONSIDERATION FOR CC&V
OTHER THAN THE BORROWER'S AGREEMENT THAT IT SHALL NOT BE REPRODUCED, COPIED, LENT OR DISPOSED OF DWG SIZE AS
PROJECT NO
DIRECTLY OR INDIRIECTLUl Y. NOR UAMV�SEDoATI FOR ANY PURPOSErOTHER THAN THAT FOR WHICH ITTIS SPECIFICALLY D AS NOTED 134031
VICTOR, CO.
REV
0-800-19 0
A
B
D