2008-10-17_PERMIT FILE - M2008017 ‎(3)‎

• Permit No: M2008017
• IBM Index Class Name: Permit File
• Doc Date: 10/17/2008
• Doc Name: Exhibit F - Reclamation Plan Map
• From: Broken Arrow Investments
• To: DRMS
• Email Name: MAC
• Media Type: M
• Archive: No

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25'
OVERBURDEN AND TOPSOIL
w� BACKFILL ALL DISTURBED AREAS
OX :D J DOWN TO WATER SURFACE
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N -T.S.
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BACKFILL EXISTING
TRENCH WITH NATIVE
MATERIALS
VARIES
1.
1.5' TYP.
ASTM C33 -7
CONCRETE
AGGREGATE
N.T.S.
1
f
SANDY CLAY
OVERBURDEN
SAND AND GRAVEL
ALLUVIUM
�7[ \ \ \ �/ \ \ � � \
111 i I I I 111 / � /�
LEGEND:
UTILITY POLE
- —�
GUY WIRE
1\
1\
I\
GAS LINE MARKER
I
\
WELL
11
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ll
1
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/
9
/
A
ELECTRIC TRANSFORMER
0
TREE
El
TELEPHONE PEDESTAL
1
f
SANDY CLAY
OVERBURDEN
SAND AND GRAVEL
ALLUVIUM
�7[ \ \ \ �/ \ \ � � \
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LEGEND:
WATER SURFACE
100 50 0 100 200 300
SCALE IN FEET
NOTE:
ALL AND MULCHED �
D WI HTHEE EXCEPTON ACCESS A ROADS WHICH WILL BE GRAVEL SURFACED.
SLURRY WALL NOTES:
1. Qpntonite SDe ificnt'nns
YP /PV ratio API Std. 13A less than 3
Viscometer greater than 30
Filtrate Loss less than 15 cm3
Moisture Content ASTM D 2216 less than 10 percent
Test results for each lot of bentonite must be provided.
2. Water Spe ifi ation
P 6 -8
Hardness less than 200 ppm
Total Dissolved Solids less than 500ppm
Oil, organics, acids, alkali less than 50 ppm each
Chloride report
3. Bentonite Slurry Qjnr S
The initial bentonite slurry must be tested prior to placement in
the trench. The slurry may be mixecd in high shear mixers or
mixed and hydrated in slurry hydratiion ponds. In general, a
minimum hydration time of 8 hours will allow the bentonite slurry
to meet all criteria. A minimum bentonite content of 6 percent in
the slurry by weight is required.
4. Bentonite Slurry Testing Specifications before Placeme
Viscosity Measured w/ Marsh Funnel (API RP 13B -1) less
than 40 sec
Density less than 64 pcf
Filtrate Loss less than 20 cm3
pH 6.5 to 10
The tests listed above should be rum 1 or 2 times per shift and
at least once per batch of slurry. The slurry must be further
tested after placement in the trench.. The tests conducted are for
viscosity, density, sand content, and pH. Two sets of tests per
shift at two locations in the trench ((approximately 2 feet below
the slurry surface and 2 feet above the bottom of the trench)
are required. If the density of the slurry in the trench exceeds 85
pcf the excess solids must be removred by desanding or the slurry
replaced with fresh slurry. The slurry level must be maintained at
least 3 feet above the ground water elevation and no more than
2 feet below the top of the working platform.
5. Bentonite Slurry T ctina Specifications after Pincemprit
Unit Weight 1.03 to 1.40 gm /cm3
Sand Content ASTM D 43 81 - 84(1993)e10 to 20 percent by
volume
6. S_of� Bentanite Backfill Snor' +'
S -B Backfill slump ASTM C 143 1 set per 100 cu. yds.
Slump 2 -6 inches
S -B backfill gradation 1 set per 300 cu. yds.
Screen (US Standard) Percent by Dry Weight
3 inch 100
# 4 40 -80
# 25 -60
#200 20 -40
Minimum Plasticity Index of 10
7, Slurry "'all an Snnr'f' +
During excavation, soundings should be obtained to determine the
elevations of the top of the key layer, the bottom of the
excavation, and the bottom of the trench prior to backfilling. If
sediments in excess of 2 inches have accumulated it is necessary
to clean the trench bottom by airlift pumps or excavation
equipment to remove the sand and sediment that has settled. The
trench bottom should be cleaned, as a minimum, at the beginning
of each shift. Soundings should be obtained approximately every
20 feet.
Adequate keying in the S -B backfill to on impermeable layer at
the base of the wall will be required and specified in the final
design report for the slurry wall. The design documents will include
a description of the key in layer and describe how trench cuttings
or other observations will be used to assure that the slurry wall
will be adequately keyed. Temporary slurry wall protection will be
required in the form of a noncompacted soil cover placed within
one day over each backfilled 100 foot reach. The temporary cover
is removed after settlement (approximately 2 weeks) and replaced
with a compacted clay cover over the completed slurry wall.
8. Post (onctruction TPS {ina
Post construction testing will be conducted in accordance with the
"Colorado State Engineer's Office."
9. Above specifications (notes 1 -8) are provided as a general
guideline for permitting purposes. Final specifications and design
criteria will be developed du ring the final design o th s l u rry wal
UTILITY POLE
- —�
GUY WIRE
0
GAS LINE MARKER
GAS VALVE
WELL
OO
WATER METER
WATER FAUCET
W
9
WATER LINE MARKER
A
ELECTRIC TRANSFORMER
0
TREE
El
TELEPHONE PEDESTAL
T
9
TELEPHONE LINE MARKER
PROPERTY LINE
FENCE LINE
- —
°E of
OVERHEAD XCEL POWER LINE
6-
EXISTING DCP MIDSTREAM GAS LINE
O
NORTH WELD WATER
DISTRICT WATER LINE
- - - - - - -
EXISTING CONTOURS (2' INTERVALS)
GRAVEL ROAD
PROPOSED PERMIT BOUNDARY
N
PROPOSED SLURRY WALL
e
PROPOSED CONTOURS
PERIMETER DRAIN
WATER SURFACE
100 50 0 100 200 300
SCALE IN FEET
NOTE:
ALL AND MULCHED �
D WI HTHEE EXCEPTON ACCESS A ROADS WHICH WILL BE GRAVEL SURFACED.
SLURRY WALL NOTES:
1. Qpntonite SDe ificnt'nns
YP /PV ratio API Std. 13A less than 3
Viscometer greater than 30
Filtrate Loss less than 15 cm3
Moisture Content ASTM D 2216 less than 10 percent
Test results for each lot of bentonite must be provided.
2. Water Spe ifi ation
P 6 -8
Hardness less than 200 ppm
Total Dissolved Solids less than 500ppm
Oil, organics, acids, alkali less than 50 ppm each
Chloride report
3. Bentonite Slurry Qjnr S
The initial bentonite slurry must be tested prior to placement in
the trench. The slurry may be mixecd in high shear mixers or
mixed and hydrated in slurry hydratiion ponds. In general, a
minimum hydration time of 8 hours will allow the bentonite slurry
to meet all criteria. A minimum bentonite content of 6 percent in
the slurry by weight is required.
4. Bentonite Slurry Testing Specifications before Placeme
Viscosity Measured w/ Marsh Funnel (API RP 13B -1) less
than 40 sec
Density less than 64 pcf
Filtrate Loss less than 20 cm3
pH 6.5 to 10
The tests listed above should be rum 1 or 2 times per shift and
at least once per batch of slurry. The slurry must be further
tested after placement in the trench.. The tests conducted are for
viscosity, density, sand content, and pH. Two sets of tests per
shift at two locations in the trench ((approximately 2 feet below
the slurry surface and 2 feet above the bottom of the trench)
are required. If the density of the slurry in the trench exceeds 85
pcf the excess solids must be removred by desanding or the slurry
replaced with fresh slurry. The slurry level must be maintained at
least 3 feet above the ground water elevation and no more than
2 feet below the top of the working platform.
5. Bentonite Slurry T ctina Specifications after Pincemprit
Unit Weight 1.03 to 1.40 gm /cm3
Sand Content ASTM D 43 81 - 84(1993)e10 to 20 percent by
volume
6. S_of� Bentanite Backfill Snor' +'
S -B Backfill slump ASTM C 143 1 set per 100 cu. yds.
Slump 2 -6 inches
S -B backfill gradation 1 set per 300 cu. yds.
Screen (US Standard) Percent by Dry Weight
3 inch 100
# 4 40 -80
# 25 -60
#200 20 -40
Minimum Plasticity Index of 10
7, Slurry "'all an Snnr'f' +
During excavation, soundings should be obtained to determine the
elevations of the top of the key layer, the bottom of the
excavation, and the bottom of the trench prior to backfilling. If
sediments in excess of 2 inches have accumulated it is necessary
to clean the trench bottom by airlift pumps or excavation
equipment to remove the sand and sediment that has settled. The
trench bottom should be cleaned, as a minimum, at the beginning
of each shift. Soundings should be obtained approximately every
20 feet.
Adequate keying in the S -B backfill to on impermeable layer at
the base of the wall will be required and specified in the final
design report for the slurry wall. The design documents will include
a description of the key in layer and describe how trench cuttings
or other observations will be used to assure that the slurry wall
will be adequately keyed. Temporary slurry wall protection will be
required in the form of a noncompacted soil cover placed within
one day over each backfilled 100 foot reach. The temporary cover
is removed after settlement (approximately 2 weeks) and replaced
with a compacted clay cover over the completed slurry wall.
8. Post (onctruction TPS {ina
Post construction testing will be conducted in accordance with the
"Colorado State Engineer's Office."
9. Above specifications (notes 1 -8) are provided as a general
guideline for permitting purposes. Final specifications and design
criteria will be developed du ring the final design o th s l u rry wal
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