2020-08-13_REVISION - M2018027

• Permit No: M2018027
• IBM Index Class Name: REVISION
• Doc Date: 8/13/2020
• Doc Name: Request for Surety Reduction
• From: Hunt Water, LLC
• To: DRMS
• Type & Sequence: SR1
• Email Name: ECS
• Email Name: MAC
• Media Type: D
• Archive: No

Qcz�z)
SUPPLEMENTAL FINES APPLICATION RATES AND BENTONITE SPACING SLOPE 3:1 OR FEATHER AT SLOPE 3:1 OR FEATHER AT CIVIL RES'*URCES, LLC
3' 8' 3• FLATTER SLOPES AS NECESSARY 4.5' 19' 4.5' FLATTER SLOPES AS NECESSARY
STATION INTERVAL SUPPLEMENTAL FINES SPACING OF 4000 TRENCH CAP 323 5th STREET
ST N BEGIN STATION END QUANTITY(CV/LIN FT)' BAGS Q111% EXISTING GaourvD SELECT MATERIALS EXIsnNG GROUND 1'CLASS 6 P.O.Box 680
FROM TRENCH ROADBASE FREDERICK,CO 80530
0+00 4+00 4.0 <.. ...,.:.
__________________ _________________ ___ zs'_______________ 303.633.1416
_____________ ____
4+00 30+DO 3.7 23 EXCAOF VATE
OILTOP e I 1 WWw.CIVILRE50URCES.COM
5'
EXCAVATE 8'
CRUSHED FROM TRENCH
10+00 1 0 4.7 20 ROCK AND PIPELINES
ALL
17+00 24+00 4.1 22 FILTER CLOTH B GEOGRID FABRIC(AASHTO CLASS EDITORS)
NONWOVEN SEPERATION FABRIC B TENSAR 1600 OR
24+00 29+00 3.1 29 ""—SOIL
� EQUIVALENT)
SOIL BENTONITE
SOIL BENTONITE
29+00 38+00 .2 29 BACKFlLL BACKFlLL HUNT WATER,LLC
14460 WCR 40
38+00 45+00 2.7 28 PLATTEVILLE.0080651
SLURRY WALL CAP DETAIL IN NON-TRAFFIC AREAS STRUCTURAL SLURRY WALL CAP DETAIL IN AREAS OF TRAFFIC 970 53+0917
45+00 +00 2.2 36 (NOT TO SCALE) (NOT TO SCALE) CONTACT:DHF
53+00 58+50 2.4 35 CONSTRUCT AT APPROXIMATE STATIONS'
0+80 TO 1+10(WELL ACCESS) (30'WIDE)
58+ 63+00 3.0 11+40 TO 11+70(WELL ACCESS) (30'WIDE)
63+00 65+10 4.0 22 16+20 TO 16+60
36+20 70 36+40}(20'WIDE)
37+00 TO 37+20 J
SUPPLEMENTAL FINES QUANTITIES ASSUME 35%PASSING THE 200 SIEVE IN THE OVERBURDEN ILS J
J
THE RESULTING SOIL MIXTURE SHOULD HAVE A MINIMUM OF 25%PASSING THE 200 SIEVE. NOTE: Q
APPROXIMATE TOTAL FINES FOR SOIL BENTONITE IS 21,692 CUBIC YARDS. COORDINATE STRUCTURAL CAP CONSTRUCTION WITH OWNER AND \
WELL OWNERS IN AREAS WHERE ROADS,HAUL ROADS,MINING 5
ROADS AND CONSTRUCTION TRAFFIC WILL CROSS SLURRY WALL. }
0
of u U
J z
© Q
I a z
SUPPLEMENTAL FINES APPLICATION RATES AND BENTONITE SPACING U J O
STATION INTERVAL SUPPLEMENTAL FINES SPACING Of 4000 LB J
STATION BEGIN STATION END QUANTITY(CY/LIN FT)* BAGS @1%(FT) PL/EASEMENT/PERMIT BOUNDARY/ _E_DGE —I s U
OTHE0.CONFLICTING STRUCTURE __
0
0+00 4+00 6.2 22 GRADE PLATFORM TO 70 BACKFlLLSLOPE
MAINTAIN SLURRY LEVEL (lJ n J GRADE NO STEEPER (A.M.) L y,
4+00 10+00 5.7 23 Lu
DIRECTION. NECESSARY WHEREBERM MIN
(SUPPLEMENTAL FINES
BELOW EXISTING GRADE L
THANI%IN ETEME0. 3P r
BACKFILL MIXING AREA I QQ
10+00 17+00 6.7 20 20, 28.5' 3• 19.5' .. SLURRI
17+00 24+00 5.9 22 MIN EXISTING - wAUL
l z
GRADE OVERBURDEN
PLATFORM MIN Z
24+00 29+00 4.6 29 ELEVATION-47w MIN. J
29+00 38+00 4.7 29 - __EDGE
1'
of
38+00 45+00 4.4 28 eACP
SLOPE
E
(A.M.)
45+00 53+00 3.7 36 - _^
53+00 58+50 3.4 35 GENERALIZED PLAN VIEW
3 REVISIONS
FuTURT NINE SLOPE
(NOT TO SCALE) NO DESCRIFTnI DATE
58+50 63+00 4.4 30 - 1 SLURRY WALL SNIFF 7/20/18
2 -BUILT 12/16/19
63+00 65+10 6.2 22
'SUPPLEMENTAL FINES QUANTITIES ASSUME 25%PASSING THE 200 SIEVE IN THE OVERBURDEN SOILS -TWIDE AM
tURRRRr WALt'
THE RESULTING SOIL MIXTURE SHOULD HAVE A MINIMUM OF 25%PASSING THE 200 SIEVE.
APPROXIMATE TOTAL FINES FOR SOIL BENTONITE IS 32,631 CUBIC YARDS. SAND B:GRAVEL '
VARIES
-f SANE)$GRAVEL
�
SOIL AND
BENTONITE FINISHED GRADE O
BACKFlLLZ APFRO%14ATE EXISTING
GROUND
W FATHERED BEDROCK NO
CONCRETE
j '� � KEY •/ USED TOP OF WALL
4'MIN.INTO
BEDROCK AND
�NTONRf O.� t
�7 1
BACKFItI' DESIGNED BY:A86_ DATE.lunL x.zPle
SLURRY 4/. 4 WALL DRAWNCHECKED BY: S� SCALD
Dws NAML E -SLURRY WALL AS BUILT.DWG
E 10
MINGENERALIZED SECTION VIEW CO CRETE
USED 4•
(NOT TO SCALE)
DETAILS
PIPELINE CROSSING DETAIL
.�.". (NOT TO SCALE)
SHEET: 7
1 /
y
"a
E