HomeMy WebLinkAbout1.0 ApplicationDate:
APPLICATION
SPECIAL USE P E RMI T
ao tv E d. 19 e
Applicant:
Address of Applicant: 361 53, "/0U,v41r1ED
o L+c;r4
Special Use: op_E ?IT EX -R,- CT,1 Z (v
C.6c4I
Legal Description: E X 1 j 5 CE M f iv 100 6. LEAS
5 w d- GR AU El— 1AJ I A N 1 I L_ p Q I N i 5 L j r✓1 1 i ,Pr
Requirements:
1. Plans and specifications for proposed use.
2. Letters of approval from utility companies, sewage and water. Road access
and other information deemed necessary.
3. A vicinity map drawn to scale depicting the subject property, location and
use of buildings and structures on adjacent lots.
4. Names of owners of record of such lots. Notice containing information
described under paragraph 5 shall be mailed to all owners of record of
lots adjacent at least five (5) days prior to hearing by certified return
receipt mail.
5. Notice including the name of the applicant, description of the subject lot,
a description of the proposed special use and the time and place for the
hearing shall be given in the newspaper of general circulation in that
portion of the County at least fifteen (15) days prior to such hearing time.
Applicant shall borne the cost of advertising.
6. A fee of twenty-five doliars($25.00) shall be charged for each application
and shall be submitted with the application.
This Special Use Permit is in compliance with Sections 5.03 and 9.03 of the
Garfield County Zoning Resolution and as per application.
List all property owners within 200 feet of subject property lines.
WV) OF EvAy---,$s-ty e law_
'NI, of 5 --P;.&fte_pzitir-es
Bt_- ot. R._ ft:VS,
Attach map showing all improvements (present and proposed) and all pertinent
distances and area. Show all improvements on your property and adjoining
property within 200 feet of your boundary.
The above information is correct to the best of my knowlege.
Proof of Publication
Mail Receipts
Fee
Special Use Granted
Special Use Denied
Reason for Denial
1.tif EP -
Ap licant¢ Q-4
Date: 6-001'8
NC
BOARD OF COUNTY COMMISSIONERS
GARFIELD COUNTY, COLORADO
By:
Chairman
NE 1/4 of Section 33, Township 7 South, Range 96 West, approximately
4.5 miles southwest of Parachute, Colorado. The surface area is
:cscribeci by the SCS as rangeland. T e site is clearly visi:blF_ f y:;:.
L. S. Highway 6 and 24, and will also be visible from proposed Inter-
state Highway 70. The location of the gravel extraction area is de-
lineated on drawing 1-381 showing bearings and distances of the lease.
This area is being leased from Anvil Points Properties Ltd. The
planned extraction area is approximately:32.6 acre and will yield
a pnroximately,1,000,0O0 vards_nf material.
There are no buildings presently located on the site nor is there
any knowledge or evidence of previous buildings. Similarly, there
is no evidence of archeological sites.
Scope: The proposed use of this site will be for the extraction of
alluvial gravel that underlies the soil horizon. The reclamation
goal will be for wildlife habitat.
Tho extraction area contains approximately 32.6 acres. Overburden
storage area contains approximately 4.5 acres. During the course
of the mining operation, it is estimated that about 341,000 cubic
yards of overburden will be removed. This would make the overburden
to gravel ratio about three to one.
A life of the mine permit will be applied for pending county approval
Depending on sales from the pit, the extraction process could take
between 10 and 15 years.
There are no improvements on this property. It has historically been
used for rangeland. There are no utilities existing on the property.
Electric power needed for the processing equipment will be prnvided
by a U. _powered generator.
Initially the processing equipment will be located in the northeast
portion of the property. It is anticipated that this ecuirnent will
be moved once or twice to facilitate the total extraction of the
p] anned area.
sales generated in the area. The crushing equipment, when operating,'
i ] produce approximately 200 tons per hour with an 90% avai ] alai 1i ty
ab,,:ut 180 tons per hour. Tf the p] ant operatE i at opt i tt for
the 8 warmest months, the pit would be depleted by 250,000 tons per
year. It is not anticipated to generate this amount of sales in the
first five years. A more realistic schedule would be as follows:
1st year
2nd year
3rd year
4th year
5th year
6th year
7th year
8th -12th year
100,000
100,000
100,000
125,000
125,000
125,000
150,000
150, 000
tons
11
11
/1
11
11
11
Depleted reserves
46 shown on drawing 1-381, the top of the extracted embankment will
be set back from the river embankment 100 feet. On the county road
side a 50 foot set back will be maintained.
The first step prior to extraction is to build a fence around the
affected area. This should preclude livestock from wondering into
the area.
A gate will be erected at the access point and kept locked during
nonoperatinq hours. Extraction and processing wi]_1 only transpire
curing da?light ho
The extraction operation initially will be in the wet mode. Should
a dry operation become desirable, settling ponds and de -watering
operations will be employed in accordance with NLRB and EPP reriulations.
The pit area is not in wetlands and does not require a 401 permit.
This is in accordance with a Corp of Engineers inspection.
The cottonwood trees along the river will not be disturbed in this
�_�e ation. ft is desirable to leave these trees in pace as r_o nor
Damage any wildlife nesting or canopies.
2,?Iobi1 equipment will consist of one or two ��...
Th ().- two dozers and a dragline.
'As previously stated, the reclamation goal for the site is for
wildlife habitat. The major portion of this effort involves:
1. Rcs i oiling embankments at 3:1
2. Spreading topsoil and overburden over disturbed areas
Reseeding native grasses over disturbed areas
4. Planting trees in designated areas as per/and in co--
operation with the Colorado Division of Wildlife
'i'he slopes to be rebuild will be from underlying sedimentary
bedrock and residual gravel spoil. In accordance with Mined
Land Board regulations, they will be sloped at a ratio of (3)
horizontal to (1) vertical. Larger stones and pit run material
will be placed on the slopes down to the anticipated low water
lint.
Th_ topsoil to be replaced will be from the overburden stockpile.
It will be replaced at a depth equal to the original soil horizon.
Test pits indicated areas of between 2 and 9 feet of existing over-
1,131-den
ver-1,13 -den overlying the gravel deposits.
This topsoil will be reseeded as per SCS recommendations (see attachei
The nes; seed will be crimped with straw or hay to help establish the
root system and preclude heavy surface run-off from eroding the new
grasses.
In consultation with the Wildlife Division, non grass species such
as junipers, cottonwoods, giant sage and other species will be ulanted
.in the new top soil. The number and density of these species is not
as yet formulated. These species should enhance wildlife habitat on
the reclaimed site.
The reclamat
•
•
s wi
e a concurre
along with the
extraction, after the southern embankment is cnnrnp]ete. This is
r:stinated to be in about the thir
Lu L. h
The c-ovc,rburden stockpile will be sloped and graded in a manner tc
preclude loss of nutrients from runoff. Also, grasses to tree i do
Both the Colorado Division of Wildlife and the Soil Conservation
cervi ccs
r •
ur
lans for sit
on.
consist of three sources:
1. Stationary equipment cnnsistina of a roc}, crusher,
conveyors, and the diesel powered electric generatc•r.
2. Earth moving equipment consisting of front end loadcrs
and dozers.
3. Trucks that will haul the processed material from the
site.
Measurements were taken on noise produced by stationary equip-
ment on a similar site in Eagle County and will have the same
acoustic emissions as the proposed operation. Under perfect
conditions of no wind, no obstructions and flat terrain, the
following noise levels will be produced at the distances listed
below by this equipment.
Distance From Equipment Noise Level - dE(A)
200 feet 72
500 feet 56
1000 feet 42
2000 feet 30
The earth moving equipment consists of front end loaders (which
haul the sand and gravel conglomerate to the crusher and dozers
(which remove overburden and shape embankments). The front end
loader operates continuously while the dozer operates intermittently.
The dozer is equipped with an exhaust muffler and produces less
than 86 dB (A) at 25 feet and about 35 dB (A) at 1,000 feet. Under
ideal conditions of no wind, no obstructions and flat terrain,
the following noise levels/disturbances will be produces by a front
end loader.
400 feet
800 feet
57
45
Trucks hauling sand and gravel products fr m the site will mo•.
north bound on the county road leading to U.S. Highway 6 and 24.
Maximum noise levels of 86 dB(A) at 50 feet may occur at the
intersection of the county road and Highway 6 and 24 as the
trucks accelerate. Additional truck traffic from the proposed
gravel operation onto Highway 6 and 24 will not significantly
change the noise levels along this corridor because it is already
impacted by existing traffic noise.
Prior to commencing operations, all vehicles that will be operating
on the site will be measured acoustically to assure compliance
with state and local noise ordinances.
The gravel extraction will be a wet operation initially. No
w:,t r will be numped out of the pit and p]aced in the river.
this -'lode of operation charigcs an NPDES perP.l. t will be
applied for and settling ponds constructed to bring the water
to EPA effluent limits. Any permits applied for will be as
per Colorado Department of Health and EPA regulations.
Water quality will not be affected by the extraction operation.
N=.opo u piu4esing ana mobil equipment will not emit any
heat radiation and fumes that will interfere or create a nui-
,ance or hazard to adjoining property.
'Th: crushing equipment is painted in a flat green color. This
color is an earth tone and blends well with forest or open meadow
terrain. It does not produce any glare and is not visually un-
desirable. Fuel storage tanks for diesel and L.P. gases will
either be painted to reduce glare or will be arranged in a manner
to preclude visual contact to adjacent property.
The existing roadway system in the site vicinity consists of
U.S. Highway 6 and 24 to the north and the gravel county road
•,:hich 31_)ut.s the property. Proposed Colorado [Ii'ihway Department
lans include the construction of 1-70 which would leave the present
highway as a frontage and access road.
Currently traffic volume on U.S. 6 and 24 is 5,300 vehicles a day
in both directions.) The county road, on visual inspection for
approximately 2 hours, averaged 8 vehicles per hour.2
Under optimum sales conditions, approximately 10 trucks should
enter and leave the property in any one hour.
Access into the site is proposed to enter at the northeast corner
of the pit. (see drawing)
They generation of traffic by a gravel plant should be looked at
in a different light than a typical industrial plant. First of
all, this is an exhaustable resource which has a relatively
short life span. In this case, all traffic impact from the operation
is estimated to terminate after no more than 12 years. Secondly,
virtually all vehicles generated by the site are large trucks.
Thirdly, the vehicular activity is much more dependent on factors
such as weather, construction activity, and work scheduling. For
instance, very little activity would occur in the early months of
the year when construction activity is down. Also, the peaking
characteristics found with typical industrial sites (commuter
traffic) is not applicable to this type of operation.
The county road that leads out to the highway will be maintained
as to preclude wash board and rough surf Aces. Also, water and dust
palliatives, such as "Coherex" will be used to preclude particulate
r;:atter from exceeding regulations.
1. Colorado Highway Department data
2. [)ata from applicant
is l V111 tU1 LCU UUillly Elle extraction and
crushing operations by maintaining moisture on the material being
,:ocessed. Processed materia] ready for shipment will be storc.::
in riles located in the middle of the site. This will allow n
least 500 feet for the particulates to settle on the site.
Fugitive dust from unpaved roadways on the site will be controlled
by water spraying and road treatment.
Particulate matter from diesel powered equipment will be less
than 30% opacity for periods in excess of 15 seconds. Exhaust
emissions will be controlled by proper maintenance of engine
fuel controls.
Ninety percent of the particulate produced by the rock crusher
will be over 10 microns in size 1'and will naturally settle as
it is transported by wind over the property. When the wind is
calm all of the particulate will settle about the crusher. With
the present equipment there is no way that sufficient particulate
could be carried to the property line to exceed air quality stand-
ards.
1 Visual measurements and measurements taken by hydrometer
method at the Dotsero Colorado Plant.
Overburden that will be stripped will be stored in the west
uortion of the lease area, as shown on drawing 1-381. This
natcr•ia1 will be used for the reclamation effort and also sold.
r]am able fuels will be stored in approved tanks as per national
codes. Berms will be built around these tanks to preclude acci-
dental spillage from running onto the property or infiltrating
ground water.
A significant alteration to the land will be the loss of the
c'.ibi]_ity which the (jruvel deposits provide.
de.
the proposed reclamation procedures, the underlying weathered
bedrock,residual gravel spoil and the stockpiled topsoil will be
distributed over the disturbed area and graded to form a new
soil and land surface. The near surface permeability will not
be significantly reduced from that which historically existed,
thus there shall be little material change in the immediate storm
run-off from the property.
The alluvial deposits overlying the bedrock stratum are of the
pleistocene to recent age. There is a well developed soil horizon
above it. (see SCS report attached to this application) The under-
lying sedimentary bedrock is shale. It is grayish in color and
fomed in the late Cretaceous age. It varies in thickness and has
realized sandstone lenses.
une pit area is classified by the Soil
Conservation Service as (X33BC-Arvada Loam).
This is a leen,
wc: ! 1 drained soil on s1op1 nl.j fans an.? terrac==- .! t fc'. i".c
n ;;hisaline alluvium from sandstone and shale. F1ovatic%n
rare es from 5,100 to 6,200 feet.
The surface layer is pale brown loam about 3" thick. The sub-
soil is brown silty clay loam about 14" thick. The substratum is
light brown or brown silty clay loam that extends to a depth of
60" or more.
Permeability of the Arvada soil is moderately slow. Effective
rooting depth is 60" or more. Available water capacity is high.
Organic nutter content in the surface is low. Surface runoff is
medium and the erosion hazard is moderate.
wheatgrass, giant sage, alkali sacaton and crreasewood. There
are a few L'ir e cottonwoods scattered near the rimer.
i5 �.i ?..s L;(:'J ,-11i
sc:edin are wc-stern WheIlt.:.-jrass, dJ.ki 1 sit( Ston and tat] ': he:It-
,.rass. Non grass species such as cottonwood trees and junipers
should also do well, plus provide better habitat for wildlife.
The or,.essing of gravel and gravel sales should involve between
,s t;lf Flim;
i
vicinity. The average work w(_c}: cdurino the su„',.',e
be about 30 hours_
expected.
In the colder months, 30 to 40 hours can be
This should yield between $125,000 and $200,000 in gross income.
County tax revenues from gravel sales or mineral severance could
be calculated from the mining schedule.
The impending oil shale operations and the proposed Interstate
,:•i'nstruction make this gravel operation an economically feasible
r perati'.;n. The preponderant gravel materials produced at this
:sictint wtii be road bases and highway specification materials.
� T
(has) (have) applied to the Board of County Commissioners, Garfield County,
State of Colorado, to grant a Special Use Permit in connection with the
following described property situated in the County of Garfield, State of
Colorado; to -wit:
Legal Description:
S t E7t1tr3‘ i
Practival Description (location with respect to highway, County roads and
residences): 4
E 6.fc kkf- W Es- d 'F
phizCo,
Said Special Use Permit is to allow the Petitioner(s) CM E".) ?r S A rJi
4 Q- t— rv'x ice. 01 -CT t o IJ
on the above described property.
All persons affected by the proposed Special Use Permit are invited to appear
and state their views, protests or objections. If you cannot appear personally
at such meeting, then you are urged to state your views by letter, particularly
if you have objections to such Special Use Permit, as the Board of County
Commissioners will give consideration to the comments of surrounding property
owners and others affected in deciding whether to grant or deny the request for
special use. This Special Use Permit application may be reviewed at the office
of the Planning Department located at 2014 Blake, Glenwood Springs, Colorado
between the hours of 8:00 A.M. and 5:00 P.M., Monday through Friday.
That public hearing on the application for the above Special Use Permit has
been set for the day of , 19 , at the hour
of at the office of the Board of County Commissioners, in the
Courthouse, Glenwood Springs, Colorado.
Ray Baldwin
!•...... t.. bl ..., .. �.... 71�rnntnr
2❑14 BLAKE AVENUE PH❑NE 945-8212
June 24, 1981
Mike Grode
Colorado Division of Wildlife
526 Pine
Glenwood Springs, CO 81601
Re: L.G. Everist Open Pit Sand & Gravel Mine
Dear Mike:
This application for a Special Use Permit is sched-
uled with the County Board of Commissioners on July 20, 1981.
We would appreciate your review and comments by that date.
Sincerely.
PLANNIN DEPARTMENT
Terry L. Bowman
Assistant Planner
TLB/ld
R.F. ENGL SND
MANAGER, LAND
R.C. OATMAN
MANAGER, CONTRACTS
va_,1 V L,4 u 111v �44,1,1v4,- 114.L....) 1 LI 411 14,I1.I1,1,1—, ,P •••••
P. 0. BOX 5482
DENVER, COLORADO 80217
PHONE: (303) 629-5533
H.A. PHILLIPS
DIRECTOR -LAND AND
CONTRACT DEPARTMENT
U. S. CERTIFIED MAIL July 22, 1981
RETURN RECEIPT REQUESTED
Mr. Ray Baldwin
Garfield County Planning Director
2014 Blake Street
Glenwood Springs, Colorado 81601
Dear Mr. Baldwin:
A.J. MORRELL
ENGINEERING ASSISTANT
C.A. CURD
MANAGER, PROPERTY TAXES
Belatedly, the Rio Grande Railroad has been supplied a copy of a Public Notice
stating that L. G. Everist, Inc. has petitioned the Garfield County Commissioners
to grant his Corporation a Special Use Permit to allow Petitioner to conduct an
open pit sand and gravel extraction operation on a parcel of land located in
Section 33, T7S, R96W, Garfield County, Colorado.
From the brief description supplied our Company (no map was supplied or attached
to the description designated as Exhibit A), the Rio Grande Railroad assumes that
part of the proposed mining property is adjacent to our main line right of way which
runs between Denver and Salt Lake City. The D&RGW RR Co. respectfully requests
that in considering the subject application, the following conditions set forth
in this letter be incorporated in the proceedings, and that the actual granting of
the petition application be made subject to these conditions, so that the proposed
mining operation will not adversely affect our lands as provided in CRS 1973, 34-
32-115 (4) (d) .
(1) That the side wall of the proposed excavation adjoining our right-of-way
be constructed on a slope not to exceed a ratio of 12 (horizontal) to 1 (vertical),
so that no excavation, nor effect therefrom, shall encroach upon our Railroad right-
of-way.
(2) That good engineering practices be followed to ensure that L. G. Everist,
Inc. operations do not in any way endanger, impair or weaken our right-of-way in any
manner for form.
(3) That L. G. Everist, Inc. make sure that if excess water should emanate
from the proposed gravel operation, that measures will be taken to ensure that this
particular water does not undermine, impair or weaken our right-of-way, roadbed or
(4) That no vehicles or personnel of L. G. Everist, Inc. or any other com-
pany or individuals working for L. G. Everist, Inc. on the proposed mining operation
be allowed to enter upon or cross our right-of-way, except at established public
crossing. Type of protection to be determined by the Colorado Public Utilities
Commission.
Thanking you in advance for your due and just consideration of the subject matter
in this letter, I am.
Respectfully yours,
C. A. Curd
Manager, Property Taxes
6060 Broadway
Denver, Colorado 80216 (825-1192)
526 Pine Street
Glenwood Springs, CO 81601
Ms. Terry L. Bowman
Garfield County Planning Dept.
2014 Blake Avenue
Glenwood Springs, CO 81601
July 13, 1981
RE: L.G. Everist Gravel Operation - Special Use Permit
Dear Terry,
I have reviewed this project and basically have no problems
with it providing the stipulations that were addressed in the
enclosed Wildlife Statement are adhered to.
Perhaps a short explanation for some of our recommendations
is in order. Item number 3, the island, is important since it can
provide a nesting area for waterfowl and small passerine birds that
is free from predator disturbance. Islands also afford escape cover
for these birds from activity or disturbances around the perimeter
of the lake. Item number 4, irregular shoreline and bottom, and
peninulas,afford better aquatic habitat for fish, amphibians and
aquatic insects. Item 5, locating areas of intensive activity
away from the river is important since the riparian zone is the most
heavily used area in terms of wildlife. In addition, this area is
part of the bald eagle wintering corridor. Keeping the activity
away from the river will allow continued use of this area by wild-
life.
We appreciate the opportunity to comment on this project.
Thank you.
Sincerely,
Michael R. Grade'
Wildlife Biologist
COLORADO DIVISION OF WILDLIFE
MRG:cf
xc: File
L. G. Everist Inc. 3955 Youngfield Street, Golden, CO 80401
c/o George Baker
The Colorado Division of Wildlife does hereby find that the
impact of this operation on wildlife will be:
X Minor Moderate Major
Mine Name: Una Pit
Mine Location: NE4 Section 33, T7S, R96W
Wildlife Species List: (May be attached)
Mule deer Raccoon Gray fox Numerous duck species
Endangevete Species N'mpalctec�ttontail Canada goose Bald eagle
Bald Eagle
Vegetation Communities: (May be attached)
The area is composed of semi -arid plants such as sagebrush, rabbitbrush,
greasewood, annual forbs and native grasses.
Assessment of Impact: (May be attached)
Impacts to wildlife should be minor and could improve overall habitat diversity
if certain precautions are taken. The bald eagles should not be impacted if
the cottonwood trees are preserved along the river.
Reclamation/Mitigation Recommendations: (May be attached)
1. Existing cottonwood trees should be saved.
2. A 100' berm should be left between the river and pit area.
3. An island with natural vegetation should be left.
4. The pit should have ,an irregular bottom and shoreline with peninsulas.
5. The processing area should be located away from the river in the northeast
corner of the pit.
6. Revegetate with native grasses and shrubs.
7. The Colorado Division of Wildlife would like to investigate the possibility
of developing a warm water fishery in this lake.
Prepared by: PERRY WILL Title DISTRICT WILDLIFE MANAGER
1:arch 3, I )81
M. Baker
3955 Youngfield Street
Golden, Colorado 80401
Dear Mr. Baker:
Attached is a soils description from the area you requested: Sec. 33,
S R 96W south of the railroad and north of the Colorado River.
Your communication asked for non -grass species for the area. Plants
such as Fourwing Saltbush, Shadscale, and Winterfat should do well.
Trees such as Common Juniper, One -seed Juniper, and Utah Juniper
should also do well. The giant sage, grease wood, and rabbit brush
will do well on this site.
Sincerely,
Stanley Woodyard
District Conservationist
SW/te
Attach.
Depth to bedrock : More than 60 inched
Texture
Surface : Loam
subsoil Clay, silty clay loam
Substratum : Clay loam, silty clay loam
Unified Classification : CL -ML, CL, CH
Permeability
Percent coarse fragments
(groater t.hag 3 inehe i)
Salinity (ECx10! 25°C)
PH (surface)
Shrink -swell Potential
Potential frost -action (surface)
Flood Hazard
Hydrologic Group
Corrosivity Steel (uncoated)
Concrete
: Slow
• 0
7.9 to above 9.0
• High
• Low
Rare
•• •D
: High
Moderate"
" DEGREE & KIND OF LIMITATIONS
'(0 is Slight, M is Moderate, S is Severe)
Septic Tank Absorption Fields : S Peres slowly
Sewage Lagoons : M Slope
Sanitary Landfill Trench : M Too clayey
Area : 0
Shall:;:: ':xcavations : M Too clayey
Dwellir,;�:. w/basements . S Shrink -swell
w/0 basements S Shrink -swell
Local Roads & Streets
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill
Roadfill
• Sand
Gravel
opsoil
1.).• . 27-
S Low strength
Fair Too clayey
Fair Shrink --swell, low strength
Unsuited
Unsuited
Poor Excess alkali, too clayey
The native vegetation ori this soil is mainly saltgrass, western
wheatgrass, alkali sacaton, and greasewood.
When the range condition deteriorates, for•bw and woody shrubs increase.
Proper grazing management maintains and improves range condition. Seedin,
is advisable if the range is in poor condition. Suitable plants for
seeding are western wheatgrass, alkali sacaton, and tall wheatgrass.
For successful seeding, a good practice is to }prepare a seedbed and
drill the seed. Temporary irrigation of a new seeding may be required
for successful establishment. Reduction in brush improves deteriorated
range sites, provided there is adequate grass understory.
Arvada soil is used by cottontail rabbits and pheasants for
shelter when they can obtain food from surrounding areas.
This soil has poor potential for sanitary facilities, community
development, and source material. The high shrink -swell potential,
. slow permeability, and soil salinity are the main limiting features.
Capability subclass IVs; VIIs dryland.
5?// ir!a-'5
X33BC-Arvada loam, 1 to 6 percent slopes. This is a deep, well
drained soil on slopir1 fanf; and
iigh terraces. 1 t fo;- .ed 33 hit;}ply
saline alluvium from sandstone and shale. tJ].evat:ion r_ ices from 5,100
to 6,200 feet. The average annual precipitation is about 12 inches, the
average annual air temperature is about 48 degrees F., and the average
frost -free period is about 120 days.
_Typically, the surface layer is pale brown loam about 3 inches
thick. The subsoil, is brown silty clay loam about 114 inches thick.
The substratum is light brown or brown silty clay loam that extends
to a depth of 60 inches or more.
Included with this soil in mapping are small areas of Limon, Kim,
Heldt, and Wann soils all on similar slopes. Also some areas high in
silt are included.
Permeability of the Arvada soil is moderately slow. Effective
'rooting depth is 60 inches or more. Available water capacity is high.
Organic matter content in the surface is low. Surface runoff is medium
and the erosion hazard is moderate.
This soil is used mainly for wildlife habitat, limited livestock
grazing, and some irrigated fanning.
Irrigation methods suitable for this soil are borders, furrows,
and corrugations. Leaching is a requirement to remove excess salts when
this soil is irrigated. Commercial fertilizers containing sulfates
and carbonates are preferred to obtain reasonable production of alfalfa,
corn, and small grains.
May 1, 1981
Garfield County Commissioners
2014 Blake Avenue
Glenwood Springs, CO 81601
Attn: Planning Department
In connection with our sand and gravel mining lease with
L.G. Everist, Inc., we authorize L.G. Everist to act as
our agent in obtaining special use permits for the property
described in the attached mining lease.
Very truly yours,
ANVIL POINTS PROP rIES� LTD.
d. Mark Longfield
IML: kt
February 23, 1981
L. G. Everist
3955 Youngfield Street
Golden, Colorado 80401
Dear Mr. Baker:
�' lk El k: (�
{ L G II kc
\;4
I looked at the land you described to me. This area is in rangeland and
has giant sage, scattered grass wood, rabbit brush, cheat grass, western
wheat grass, quack grass, scattered crested wheatgrass, and various annual
weeds.
If this area is to be used for a gravel pit, the topsoil should be stock-
piled and used as backfill for revegetation. Grass such as crested wheat,
western wheat, or Indian rice grass should do well on the site.
After excavation slopes should be no greater than 3 to 1. Seeding should
be done in the fall, October 15, and an agronomy blanket should be used.
If it is not possible to use the blanket, straw can be used to protect the
seeding.
Stanley Woodyard
District Conservationist
5
f;
d 0�
/ S L. A N D
OVERBURDEN
SAND & GRAVEL DEPOSIT
SAND & GRAVEL W/ TRACES OF SHALE
GROUND H2O AUG.80
24' MAX. DEPTH OF HOE
L.G. EVERIST INC.
SCALE:
=200
DATE:
FIELD WORK BY J.G.
DRAWN BY
RIVISED
GRAND VALLEY COLO. PIT PROSPECT
mak. PROPERTY
ANVIL. 4OI&uT5 P RppeRTle.s 1-3)t),
DRAWING NUMBER
1-1080
11%17 PRINTED ON NO. 100014 CLE ARPRI NT
L. G EVERIST, INC.
•awy •f" r;Y dwwi� 1
-01
a `
r 1
SEP 0 2
coolvni
August 31, 1993
Dear S i.r :
313 S. PHILLIPS
P.O. BOX 5829
SIOUX FALLS, SOUTH DAKOTA 57117
605-334-5000
FAX 605-334-3656
MOUNTAIN DIVISION
9065 QUINCE STREET
HENDERSON, COLORADO 80640
303-287-4656
FAX 303-264-1348
Attached is a copy of our letter with attachments dated
August 19, 1993. For bond release purposes, MUD requires it be sent certified.
Sincerely,
L. A. Martez
Administrative Assistant
Attachments
L.G. EVERIST, INC.
August 19, 1993
/Garfield County Government
2014 Blake Avenue
Glenwood Springs, Colorado 81601
MENTION: Planning Department
RE: MED Permit 0t-81-201
UNA Pit, Parachute, Colorado
Sec. 33, 1335, R96W
313 S. PHILLIPS
P.O. BOX 5829
SIOUX FALLS, SOUTH DAKOTA 57117
605-334-5000
FAX 605-334-3656
MOUNTAIN DIVISION
9065 QUINCE STREET
HENDERSON, COLORADO 80640
303-287-4656
FAX 303-289-1348
We enclose our recent correspondence with the Colorado MLRD
in regard to bond release on the referenced permit; Please advise
if you require further information.
Since
Wi
r�
Rick . r eristJr.
Vice ' esident
Enclosure
L. G. EVERIST, INC.
August 6, 1993
Mr. Carl Mount
Mined Land Reclamation Division
Department of Minerals & Geology
1313 Sherman Street
Denver, CO 80203
RE: MLRD Permit #M-81-201,
Una Pit, Parachute, CO
Dear Mr. Mount,
313 S. PHILLIPS
P.O. BOX 5829
SIOUX FALLS, SOUTH DAKOTA 57117
605-334-5000
FAX 605-334-3656
MOUNTAIN DIVISION
9065 QUINCE STREET
HENDERSON. COLORADO 80640
303-287-4658
FAX 303-289-1348
We have completed the final phase of reclamation on the above referenced permit on this date.
Thisietter will serve as our request for inspection and subsequent bond release. We plan to do
the final seeding in September of this year. This will cover the river slope grading just
completed.
Thank you for your attention to .this matter. If you have any questions please feel free to
contact me.
Since
r�
R. • `verist Jr.
Vice President
August 4, 7993
H. Rex Martin, Vice President of Finance
Anvil Points Properties Limited
Scott Capital Corporation
One United Bank Center
1700 Lincoln Street, Suite 3950
Denver, Colorado 80203
Dear Mr. Martin:
This is in reply to your letter of July 76, 1993 concerning a release of our
Reclamation Bond on our Mining Lease at Anvil Points. I stick with the
statement, which 1 made in my letter of February 2, 1993, when 1 advised that
'we are making every effort to get this released'.
If you have ever had any experience with the Mined Land Reclamation Board,
you will realize that they move at a snail's pace and at times, we are
uncertain as to what they want us to do. We will be doing some additional
finish work in the next 30 days and hopefully they will then be able to accept
the work, but there is no guarantee that they will. After the final work is
completed, it still could take up to six months for the bond release.
This is very frustrating to us, as well as to you, but unfortunately, this is the way
things go with the MLRB in the State of Colorado. Threatening us with legal
action is going to accomplish nothing, other than to increase the income of
the attorneys.
Very truly yours,
L.G. EVERIST, INC.
H.J. Schmidt
HJS:ce
cc: Dennis Staebell
L.G. EVERIST, INC.
August 19, 1993
Garfield County Government
2014 Blake Avenue
Glenwood Springs, Colorado 81601
ATTENTION: Planning Department
RE: MLRD Permit #n-81-201
UNA Pit, Parachute, Colorado
Sec. 33, T335, R96W
SAPID
ROCh
313 S. PHILLIPS
P -O. BOX 5829
SIOUX FALLS, SOUTH DAKOTA 57117
605-334-5000
FAX 605-334-3656
MOUNTAIN DIVISION
9065 QUINCE STREET
HENDERSON, COLORADO 80640
303-287-4656
FAX 303.289-1348
lisWOG 30199 :s{
....,�..,.J,
GARFU LD COUNTY
We enclose our recent correspondence with the Colorado MLRD
in regard to bond release on the referenced permit Please advise
if you require further information.
J
Since
'Rick erist, Jr.
Vice esident
Enclosure
L.G. EVERIST, INC.
August 6, 1993
Mr. Carl Mount
Mined Land Reclamation Division
Department of Minerals & Geology
1313 Sherman Street
Denver, CO 80203
RE: MLRD Permit #M-81-201,
Una Pit, Parachute, CO
Dear Mr, Mount,
313 S, PHILLIPS
P.O. BOX 5829
SIOUX FALLS, SOUTH DAKOTA 57117
605-334-5000
FAX 605-334-3656
MOUNTAIN DIVISION
9065 QUINCE STREET
HENDERSON, COLORADO 80640
303-281-4656
FAX 303-289.1346
We have completed thefinal phase of reclamation on the above referenced permit on this date.
This letter will serve as our request for inspection and subsequent bond release. We plan to do
the final seeding in September of this year. This will cover the river slope grading just
completed.
Thank you for your attention to .this matter. If you have any questions please feel free to
contact me.
R. verist Jr.
Vice President
COLORADO RIVER
FLOODPLAIN STUDY
June 1981
Prepared for:
L. G. Everist Inc.
3955 Youngfield
Golden, Colorado 80401
Prepared by:
Gingery Associates, Inc.
2840 South Vallejo Street
Englewood, Colorado 80110
G.A.I. Job No. 1899.001
COLORADO RIVER
FLOODPLAIN STUDY
Introduction
This study has been prepared for L. G. Everist Inc. by Gingery
Associates, Inc. to determine the location of the 100 -year floodplain of
the Colorado River on the Anvil Points property. This property contains
the proposed Una Pit gravel mining operation located approximately thirty
miles northeast of Grand Junction, Colorado.
Floodplain Analysis
A floodplain analysis for the area was completed using the HEC -II
computer program. Cross-section information was gathered by field surveys
conducted May 13th and 14th. The 100 -year flood discharge at Rifle is
reported as 45,000 cfs in a 1973 Flood Plain Information Report done by
the Sacramento District, Army Corps of Engineers. The discharge at Rifle
was then increased by a ratio of the drainage areas to reflect the add-
itional drainage area below Rifle. This procedure yields a 100 -year
discharge at the site of 47,500 cfs.
Summary
The results of the floodplain analysis have been plotted on the
enclosed Floodplain Map. Cross-section locations, the 100 -year flood
boundary and the low water channel are shown.
Prepared by: Reviewed by:
L,,,„;0,,,,A„,± kie,,6/
!c_
David D. Clemen Ronald L. Lambert
Hydraulic Engineer Project Engineer
1
-PALL, - J 1
1
,, M
f n�
TI -119 RUN EXECUTED 16 JUN 81 15: 27: 30
}
tu'Vf .5'9.' wI , :0•.:. F'• -1..w. ,.--•:,s..10, . Ga .if :...-Wz.ar _ ti: Sx':1 -.
ERROR CORR - 01.02
MODIFICATION - 50, 51, 52, 53
************************************************K-*
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4981. 300 1770. 000 4989. 800 1780. 000
4985. 199 2475. 000 4985. 199 2570. 000
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OR 4990. 199 2070. 000 4986. 300 2080. 000 4982. 500 2090. 000
750. 000 0. 000 0. 000 0. 000
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„..,.
sgaio... :.- DE*0,17K.:.-:;':',.:',C1.1tSEi..... !..' ' CRIWS:.:' -' Wki-a:- • --•".::7..f4-:';:.. HV -' HL - GLOSS BANg. ELEV
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•
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' SLOPE XLOBL XL.CH XLOBR I TRIAL :IRO 1 CONT CORAR 1DPWID ENDST
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. „.. ,..,
. '. 4:...4".itw...t.'....',:'..-„:.0...to.,..., .6.,.4 , - ' : 0. 060 0. 030 0. 060 0. 000 4977. 60 1273:2t;.1.'
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° 0. 000542 300. 300. 300. 0 0 0 0. 00 1334. 91 2608. 18
' 0
° FLOW DISTRIBUTION FOR SECNO= 2.00 CWSEL= 4991.00
° grrA(1:24,14;005'rNN411,!0,Pr MOlIfi.,4;, :42;NOW.•::.: ••• '408 ; .2 ' '.:•1:,:•.•' - " -.:'...:' * .„,, V7.;:i'S,i,,,..:- .77-
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• *SECNQ 3. 000
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° 3301 HV CHANGED MORE THAN HVINS
9 3. 00 11. 78 4989.78 0. 00 0.00 4991. 95 2. 17 0.31 0. 05 5001.70
° 47500. 0. 41881. 5619. 0. 3350. 1204. 48. 6. 5002. 00
" '''. : f•-•.'''`..:: ':":".0.,. 0 . ; ::, -..""•;*512.41.!..1:'''''.:? 4..t6r... ' z '45.000)..'.;',..:', 0..0307 0.0000.., ' 0:030 '''", 4978.'04.1'.420'1.;1)3:,''''''''•''''.7;:'"
. .. : , •,
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0
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- .
4 FLOW DISTRIBUTION FOR SECNO= 3.00 CWSEL = 4989.78
d STAr9, 1255. 1575. 1870. 1960. 2037.
4 PER 0=- 88. 2 0. 5 5./ 2. 4
' • -:::•.:":,-- .- ARE 3i!3 - - ' , ' 339: 5U„''''T - '': •-'.1':''''''''''' ' ..r• .,:'',":"',.;.'.-:'..'•:: ' ''.....'"'7.:7:1:...,,,."" ''-',!, t ,, ',,,
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IS
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•
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. 47500. 584. 41289. 5626. 173. 3777. J42I. 151. 17. 4982.90
17 0. 03 3. 37 10. 87 3. 95 0. 060 0. 030 0. 060 0. 030 4979. 40 688. 40
0. 001642 900. 900. 900. 2 0 0 0. 00 600. 50 2644. 23
• .„.
10 . ...'.. .'-:i:: ..'.'.:''...'' ". .:.',:,:_ .''''':' '.'"=.,•:',!. K-.
FLOW DISTRIBUTION FOR SECNO= 4.00 ' CWSEL.-= 4992. 16
" STA= 688. 705. 720. 1020. 1036. 2400. 2490. 2504. 2555. 2644.
..,',
._
PER 0,- 0. 2 1. 0 26. 7 0. 4 0. P. awa J. 1 1. 3 0. 1
SI
AREA,, 54.5 110. B 3797.0 75.4 41.9 897.5 122.1 2;!5. 6 61. 3
5.
VEL = 2. 1 3. 9 10.9 2. 5 2.2 4. 7 4.2 2. 7 0. 8
"*SECNO' 5. 000
97
•
3;71,5 DIVIDFD FLOW
5. 00 12. 79 4994. 09 0, 00
47500.
1653. 40I54.
5694
0.00 4996.06
866. 3304.
RfLF= 00071
1.98 2. 27 0, 01 4909. 80
1300.
289.
35. 4989. 80
0.06 1.91 12. 15 4.38 0.060 0.030 0.060 0.031 4981.30 1111.31
O. 002147 1100. 1300. 600. 2 0 0 0. 00 874. 92 2636. 22
0
FLOW DISTRIBUTION FOR SECNO= 5.00 CWSEL= 4994.09
STA- 1111. 1515. 1780. 1788. 2455. 2475. 2570. 2600. 2636.
PER 0= 3. 5 84. 5 O. 1 0. 1 1. 1 8.8 1. 6 0. 3
'
AREA*' ` 865.. 9 • • 3 18 5; 0 ,' 34:: 8 130. 8 844.. 5 196. 2 7 . 9
VELffi, ' 1. 9 12:2 1. B ,. • .: 1...8 3. 9 4. 9 4. 0 1. 9 `'
s'
2
*SECNO 6.000
SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV
4 GLOB OCH OROB ALOE ACH AROB VOL TWA LEFT/RIGHT
•
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TX ;`VLOS '> 3 VCH . VR0 .. " FNL XNCW'. ,:XNR WIN . 211041,. _ti•r ,�
SioPE:.° "-xLf38L =.,'Mt4LCH•:. ` )(Long.. ITR /AL IDC ICGNT' . CORM ::TOPWID ENDST•
a ;.
n
°
6. 00 13. 21 4995. 71 0. 00 .0 00 4997. 39 1. 67 1. 32 0. 00 4982. 50
47500. 3337. 43089. 1073. 1556. 3965. 287. 379. 49. 4982. 50
0.08 2. 14 10.87 3.74 0.060 0.030 0.060 0.031 4992.50 1297.76
,.
m
r a a .. v , ; + a : ' 8' .. 2 :. 0 0" 0:00'' ":1137: 30 2435::-06:t,orgy
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F J014�T'ION . OR :8 ,. 6. 00 C WSEL= 4995. 71
: .. a
M
.
f v v
12
23
u
STA- 1298. 1410. 1750. 2070_ 2080. 2090. 2390. 2400. 2410. 2435.
PER 0= 0. 0 0. 5 4. 8 0. 6 1. 1 90.7 1.2 0. 7 0.4
AREA= 29.1 277.9 1061.6 74.7 113.2 3965. 1 115.2 84.2 87.9
ice, e '''Ti G ..„. 1Q. 9 T 8•3. -,:p,.,-
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7.00 12. 76 4995. 55 4992. 19 0. 00 4997. 66 2. 11 0. 26 0. 01 4986.30
47500. 1981. 45193. 326. 1037. 3788. 98. 405. 59. 4987. 30
0.09 1, 91 11.93 3. 32 0. 060 0.030 0. 060 0.031 4982. 80 1838. 79
,
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FLOW biditi BUTION "FOiCsOtNOIII ,. 7.00 CWSEL 4995. 55 , -
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STA= 1839. 2560. 2630. 2640. 2940. 2950. 2961.
PER 0=1. 4 2.0 0.8 95. 1 0.6 0. 1
AREA= 634.3 319, 1 83. 1 3787.7 68.6 29. 5
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THIS RUN EXECUTED
********.ray****************************************
16
JUN 81
15:27:43
°'
HEC2 7 SE"DATED' NOV,',76;:t1P'DATED ...Au01577
ERROR CORR - 01;02
MODIFICATION •- 50, 51, 52, 53
****************** far******- ******arae**at -******attr***
NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
.
LOOKING UPSTREAM
SUMMARY PRINTOUT TABLE 150
SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIW5 EG 10K -5
VCH
AREA . 01K
.• 2..:000 300:00 " 0. 00 . 0. 00 4977. 60 47500. 00 4991. 00 0. 00 4491.. 60 . 5. 42
3. 000 300. 00 0. 00 0. 00 4978. 00 47500. 00 • 4989. 78 0. 00 4991. 95 25. 94
6. 40
12. 47
9321. 58 20394. 21
4561. 65 9325. 67
2.
PA. ---J04
4. 000 900. 00
0. 00 0. 00 4979. 40 47500. 00 4992. 16
0. 00 4993. 79
16. 42
10. 87 5394. 13 11720. 73
5. 000 1300. 00 0. 00 0. 00 4981. 30 47500. 00 4994. 09
pod • .:,.750 00 0 0_ 0. 00 4982. 50 47500. 00 4995. 7.1._
0. 00 4996. 06 21. 47
0... 00 4997. 39 La,. 40
4992. 19 4997. 66 19. 87
12. 15 5470. 45 10251. 67
10. 87 5808. 89 12103. 95
11.93 4922.34 10656. 16
7. 000 130. 00 0. 00 0.00 4982. BO 47500. 00 4995. 55
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- ,, OaigN9.• til2STgEArl...•,:.:.• :,,..:. ,4,-Q.i.c,.. ..,: ? f
1341IiiiWic, iiimtroirt2lifikitx 1. .,,tat.lf,:,,AZA,.*-',P4t.' '''';',:-::':-1-1!&%, - ,:,. , - '' :
SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPW I D
XLCH
-.. 0. 00 0. 00 1334. 91
';',V:Z;4',t f';''' • „:',:,',V7i'i",,..,;'. :,,,d, ' .', ,-J.::,::.., :,, _i.i,l..',,.-. ' ,. ,, „I,: ,i,„. , . .„..„,.„,.'.. , j,„,' , . .
-.;-,',.,.' ''.,.., • ,,, ,'.,F...s.t-ifigt,,._,-."'il'e,0 ' '''' - ' ,t,f., -.::-,,,tjoi-idift4t,;tgf,':* ',:!:'",, 0.;.cto:. .:..-. 473. 97
300 . 00
' 'zoo: 00 ..:-
4. 000 47500. 00 4992. 16 O. 00 2. 38 0. 00 600. 50
900. 00
40001", ArielkOl ,. r 1 ' 1.93 0. 00 874. 92
:-...•H- ,, Xri,-:;!.7..:':''.;1:,''':'...1."-:7;•;',-e.t..,' ;:. •,. i'
. 0:,.0o 1137.30:
1300.00
'76A:, 40- .••,, ..
7. 000 47500. 00 4995. 55 0. 00 .-0 . 16 0. 00 1122.02
130. 00
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ERROR CORR - 01.02
MODIFICATION. -.• 502 51. 52.53
#*************************************************
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