HomeMy WebLinkAbout1.01 BOCC Staff Report 09.08.2008 - Exhibit M - Forest Management PlanTEPEE PARK
FOREST MANAGEMENT' PLAN
Garfield County, CO
prepared by
Jeff Calvert, Registered Professional Forester
David Levy Forestry Services
Nevada City, California
April 1996
TEPEE PARK
FOREST MANAGEMENT PLAN
TABLE OF CONTENTS
General Location Map
Topography with Property Boundary
Forest Management Plan Map
Forest Management Planametric Map
Ownership, Legal, and Project Information
Map 1
Map 2
Map 3
Map 4
5
Public Comments and Assistance
Public Agencies 7
Private Individuals and Companies 9
1. Introduction 10
Overview of Tepee and Beaver Creek Area Photo 13
Drainage and Watercourse Map Map 14
Roads and Topography Map Map 15
11 Management Objectives 16
III. Location and Access 17
IV. Physiography 18
Soils Map Map 20
Soils, Road & Watercourses Map 21
V. Forest Products and General Economy 22
Vegetation & Timber Types Map 23
Vegetation & Timber Types, Roads & Watercourses Map 24
VI , Forest Description 25
VII. Management Recommendations
A. Timber 23
Typical Forest Views Photo 33
Examples of Forest Stands Photo 35
Forest Scenes with Deadwood and Downfall Photo 36
B. Wildlife 37
C. Water 39
Vlll . Methods of Operation
A. Yarding Methods
Yarding Systems
B. Road Construction
Diagram for installation of Culverts
Road Identification Table
Typical Road Views
Road Construction Examples
Road Designation Map
Culvert Location and Sizes
Road Designation & Culvert Reference
Road Designation & Culvert Reference
Typical Road Cross Sections
Typical Culvert Installation for Logging Roads
Road Construction Specification
Revegetation Method
Examples of Hand Dug Interceptor Ditches
Photos of Various Tepee Park Drainages
Diagram for Installation of Culvert
Typical Road Section for Logging Roads
C. Soil Stabilization Measures
EHR, Roads & Watercourses Map
0. Watercourse Protective Zones And Measures
Diagram of WPZ and EEZ
Special Protection Measures
E. Snag Retention
F. Fire Safety
G. Fuels Reduction
H. Administration
1X Affected Environment
A. Wildlife and Fisheries
B. Soils
C. Water
D. Recreation and Visual Resources
Map
Diagram
Table
Photo
Photo
Map
Chart
Map
Map
Chart
PhotolDrawing
Photo
Photo
Diagram
Diagram
Map
Diagram
Diagram
40
42
43
44
45
46
47
48
49
50
51
52
53
54
57
58
59
60
61
62
63
65
67
68
69
70
73
73
74
75
76
77
■
E. Endangered Species 78
F. Cultural Resources 78
G. Traffic and Haul Routes 80
H. Conclusion 82
X. Other Pertinent Information 83
XI. Bibliography 84
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} i TEPEE PARK FOREST MANAQEMENT PLA
4 %.��1 /4 7 , :" ": , 1° Vis,°'. 4 ! "E E!V
f f f �„.7;,..'it seasonal: ,F A! ' ,l y w',,„,o,,,,,,
.. rr. J (USF3 Spedal Property I FMP
/11:. Permit Required) Boundary:
p://ir;iii
;ref
Seasonal
Reconstruction: "'"''""-•"-
Road to be
Abandoned: x x x x x
Catch Basin: i /
FOREST MANAGEMENT
• PLAN MAP
NORTH" MAMM
:PERK & RULISON
7 5:iiainute series
USO � Jest
95% Mixed)
Sections 30 & 31 - T7S R93W
Setdats15,22,23,
24,25, 28,27,35 & 36 - T7S R94W
Sectors 5, 6, 7 & 8 - T86 R93W
ALL witldn Bre 6h Prindple Merrdian
Gafie!d County
4,464 FMP Acres
40' Cmfai Iriervd
. + r m • it x..47; J[f-. , �,
:..4.1)a 1 . -! _ �. ( ,).tIrrNisi`. ..ate
This map is an approximate representation of all features.
The accuracy of topography, boundaries and scale are reliable but not guaranteed. .)
15
14
24
FORE
USFS SPECIAL USE
PERMIT REQUIRED
Seasonal:
Seasonal:
(USFS Special
Permit Required)
LEGUME':
qablarearling
Property ! FMP
Boundary:
Class I:
Class 11: -- --
Class
Springs:
Cabin: @
''art 14 =..1.
Seasonal:
Seasonal
Reconstruction:
Road to be
Abandoned: x x x x x
Catch Basin: A/
FOREST MANAGEMENT
PLANAMETRIC MAP
IIORTH MAMM
::PERU[ &-RULtSON7.5 Minute Serlos'
=Quadrangles
So 31 - 17S Ft93W
Seat) 15,72,23,
24, 25, 26,27, 35 336 -115 R94W
Sections 5, 6, 7 & 6 - TSS INN
ALL w lin the 51hPrirrcpl Lleridiart
Garfleid County
4,464 RAP Acr@3
r.
. - RULUSON NORTH riklAWO PEAK
USGS 7.5 min QUAD. USS 7.5 mitt QiJ U.
This map is an approximate repreaentation of al features.
The accuracy of topgraphy, boundaries and scale are reliable but not guaranteed.
T7S
TRS
R94W 4 Row
7
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8
TIMBER and
TIMBERLAND OWNER(s)
Tucker and Frase
5221 Mica Ct.
Redding, Ca. 96003 (916) 223-6715
A Legal Partnership Comprised Of:
David P Frase
1789 Gold Hills Drive
Redding, Ca 96003
(916)244-7386
Timothy D. & Stacey D. Frase
2911 Anita Street
Redding, CA 06001
(910) 246-3878
J and K Logging (916) 928-4355
PC Box 989
Quincy, CA 95971
Sharon L. Tucker
21870 Regena Drive
Palo Cedro, CA 96073
(916)347-1565
Clay K. Tucker
19009 River Ranch Road
Anderson, CA 96007
(916) 244-6606
TIMBER OPERATOR (cable)
TIMBER OPERATOR (tractor)
FORESTER PREPARING FMP
(Forest Management Plan)
Commencement date
Expected completion date
Forest products to be removed
Location of operation
U.S.F.S. Topographic Maps
Tepee Park EMP
To be determined
Jeff Calvert for:
David E. Levy Forestry Services
PO Box 1797
Nevada City, CA 95959 (916) 265-4891
(Review and Editing by David Levy)
Upon approval (expected start Summer 1996)
Three years following approval
Sawlogs, chip logs and firewood
All or Portions of Sections:
30 & 31 in T75 R93W
15,22,23,24,25,2 6,27,35,&36 in T7S R94W
5, 6, 7, & 8 in T8S R93W
All in the 6th principle meridian
North Mamm & Rulison 7.5 Min. Quads
5
Prescription:
Group and Single Tree Selection, Commercial
Thinning and Shelterwood Removal:
Over -mature Engelmann Spruce - Alpine Fir Stands
Regeneration Cuts: Mature Aspen stands
Extent of Harvest
Area: 1454 acres
Species: Engelmann Spruce, Alpine Fir, Quaking Aspen,
Products: Saw logs, wafer logs, round wood
Volume: Engelmann spruce and Alpine fir 8 TO 11 MMBF
(MBF=Thousand Board Feet MMBF=Million Board Feet )
Aspen
(Cubit = 100 cubic feet)
Economic Benefits: Resource utilization, provide employment during planning,
marking, road construction and harvest phases of the plan;
provide limited employment post-harvest for care -taking, road
maintenance and guiding services; provide additional state
and local tax revenues.
1,090 cunits
Ecological Benefits: The harvest of the stands and construction of a new road
system will:
• Reduce the fire danger
• Provide access for fire and forest management
• Replace exiting USFS road within riparian zone of Beaver
Creek with better designed road out of riparian zone
• Establish improved habitat for wildlife
• Renew and sustain aspen forest -type
• Create bio -diversity in portions of the over -mature forest
• improve forest health
• Improve water yields.
Tepee Park FMP 6
Public Comments and Technical Assistance
PUBLIC AGENCIES
USFS White River Ranger District
Rifle Ranger Station, 0094 Co. Rd. 244, Rifle, CO 81650
Terry Wood -District Ranger
Gary Osier -Engineering
Cindy Hockelberg-Forester
Bob Kapushion-Timber
Brian Watt -Silviculture
USFS White River National Forest
317 E. Market St.., Meeker, CO 81641
Mike Frary-Zone Fire Management Officer
USFS White River National Forest, SO
PO Box 948, Glenwood Springs, CO 81602
Bill Knight -Archaeologist
Tony Svatos-Forest Soil Scientist
Ron Wright- Soil Scientist
Colorado State Fish and Wildlife Service
6091 County Road 233, Silt, CO, 81652
Perry Will -Warden
Colorado State Fish and Wildlife Service
Meeker, CO 81641
Chuck Riechert-Warden
Colorado State Forest Service
222 South 6th St., Room 416, Grand Junction, CO 81501
John Dennison
Kelly Rodgers
City of Rifle
202 Railroad Ave., Rifle, CO 81650
Tim Moore -City Engineer
Garfield County
109 8th St., Suite 303, Glenwood Springs, CO 81601-3303
Mark Bean -Planning Director
King Lloyd -Engineer
Garfield County Sheriffs Office
P.O. Box 249, Glenwood Springs, CO 81602
Tom Delassandri - Garfield County Sheriff
Tepee Park FMP
7
(970) . 625-2371
(970) 878-4039
(970) 945-2521
(970) 876-2120
(970) 248-7325
(970) 625-2121
(970) 945-8212
(970) 945-0453
Bureau of Land Management
Glenwood Springs Resource Area,
US Hwy 6 & 24 Glenwood Springs, CO 81602
Bob Elderkin-BLM Staff Leader
U.S. Geological Survey
1313 Sherman St., Room 715, Denver, CO 80203
Carol Morgans Tremain- Geologist
David Noe - Geologist
Tepee Park PMP 8
(970) 945-2341
(970) 866-2611
1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Private Individuals and Companies
Kim Potter - Biologist
440 East 7th St., Rifle, CO 81650
Scott Fifer - Hydrologist
Resource Engineering Inc.
909 Colorado Avenue, Glenwood Springs, CO 81601
Ken Chambers
33901 Hwy 6 & 24, Silt, CO 81652
High Country Engineering
923 Cooper Avenue, Glenwood Springs, CO 81601
Bruce Lewis, P. E.
Roger Neal, Engineer
Hepworth-Pawlak Geotechnical, Inc.
5020 Road 154, Glenwood Springs, CO 81601
Steve Pawlak, P. E.
Ralph G. Mock -Engineering Geologist
Eugene J. Leist - Consulting Forester
PO Box 1633, Clackamas, OR 97015
John Taylor -Helicopter -Cable Yarder Foreman/Technician
C and K Logging, 146 Mistletoe Road, Ashland OR 97520
Kent Strong, K & K Sawmill
POB 210, SUI, CO 81652
Perry Brant - Brant Logging
POB 126, Lazear, CO 81420
Tucker and Frase
5221 Mica Ct. Redding, Ca. 96003
Clay Tucker -Applicant
Tim Frase-Applicant
Ron Davis-Assistnant Manager Tucker and Frase
Mike Bishop - Landowner in Vicinity
Pat Loughry-Mining Engineer
509 Will Avenue, Rifle Co. 81650
Mid Coolbaugh - Shale Country Surveying P.L.S.
215 Hutton Avenue, Rifle, CO 81650
Tepee Park FMP
9
(970) 625-3713
(970) 945-6777
(970) 876-2381
(970) 945-8676
(970) 945-7988
(503) 632-6926
(503) 482-1221
(970) 876-2452
(91 6) 223-6715
(970) 625-0146
(970) 625-5622
(970) 625-3977
1. Introduction
The 4464± acre property is located in a remote section of Garfield County
approximately 8.25 air miles due south of the City of Rifle. The property is entirely
surrounded by lands administered by the United States Forest Service of the White
River National Forest and the Bureau of Land Management.
Access to the property is from the City of Rifle, through private property and finally
across USFS lands. A portion of the road across the USFS must be relocated to the
west, moving it away from Beaver Creek and to an area with a more favorable road
grade for log trucks. The owners have applied for a Special Use Permit to allow for the
construction of the new road.
There is a partial road system existing on the property. The road runs southward along
Beaver Creek. The road forks approximately 1/4 mile after crossing the subject
property line with one fork going east towards the West Mamm drainage and the other
continuing southward to Teepee Park.
There is a one -room fog cabin on the property located at Teepee Park. It is believed to
be approximately 40 years old. The cabin is occasionally used by the owners and their
guests while hunting or working on the property. Another old log cabin exists on the
ridge north of Houston Mountain
Tepee Park FMP
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The stands have had relatively little manipulation by man. Road and trail maintenance
have been the only "cutting" activity of the recent past. Historically the property has
been used for grazing.
The property was owned in the past by Union Oil Company of California (UNOCAL)
and Virginia Colorado Development Corporation. The property is underlain with oil-
bearing shale reserves and natural gas fields and was purchased for its mineral rights
in the 1930's. Exploration consisted of "assessment pits" dug horizontally into the
Green r, theocasual observere. These pits can would not notice them discovered as they havon close eround reveg tatedtion.
and
However,
eroded causing them to blend into the landscape.
The topography varies from nearly flat at Teepee Park to vertical cliffs above
Porcupine Creek. The aspect is generally northerly: northwest and northeast with
elevations from 8700 feet to the top Houston Mt. at 10,270 feet. There are four major
drainages the property: mBmaver Creeand theCreek. Alk flow north and are tributary to the Coloadwaters of Porcupine rado
ad❑
Spruce Creek and West
River.
Beaver Creek provides for domestic water supplies to the City of Rifle. The intake for
the City of Rifle is approximately 5 miles north of the property line.
The vegetation types include Engelmann Spruce -Alpine Fir, Aspen,
Gamble Oak,
riparian and upland meadows with combinations of two or more pure types. Many of
the Spruce -Fir and Aspen stands are over mature with a high proportion of green cull
and littered with blown down trees. There is good regeneration under the Spruce -Fir
but very little in the Aspen stands.
Soils are cobbly silty foams with clay loam subsoils.
The owners propose harvesting timber from approximately 1454 non-contiguous
acres. The harvest will create openings that will benefit wildlife and generate new,
healthy stands of Aspen, reduce fire danger, and improve forest health in the
Engelmann spruce/ Alpine Fir type by removing over mature, damaged and diseased
trees while promoting forest diversity.
The management of this property hinges on an adequate system of roads to remove
timber, move equipment and to adequately protect the watershed from fire. The
present road system has approximately 3.82 miles of existing roads. These provide
access to the central area of the Beaver Creek Watershed and into the Mamm Creek
Watershed. There will be approximately 8.33 miles of new road construction on the
property which will provide access to the upper scopes of Beaver Creek Watershed
and onto the ridge area above the Porcupine drainage. ( See Road Identification
Table page 45 and Road Designation Map Page 48)
Tepee Park FMP
11
In addition to new road construction on the property, Tucker and Frase have applied
for a Special Use Permit for relocation of a portion of the haul route where it crosses
the US Forest Service (see Forest Management Plan Map page 3, Forest
Management Planametric Map page 4, and Haul Route Map page 79). This is
necessary because that portion is presently within the riparian zone, excessively steep
(there are pitches up to 35%) and poorly drained. Relocation will greatly reduce the
potential for sedimentation into Beaver Creek and restore the riparian habitat. Tucker
and Frase have requested that this road be closed with a gate during the spring to
preserve the road surface.
Often lost in the debate over roaded and roadfess areas is the other management
purposes of adequate road systems.
In July of 1994 a dry cold front moved into the mesa. The fuels moisture was between
8 and 12% with winds of 35 mph. Two fires broke out on Tucker-Frase property. The
Teepee Creek and the Mamm Creek fire could not be attacked by County fire crews
because of lack of roads and complications of assignment of responsibility. The U.S
Forest Service already had "hot -shot" crews enroute to another fire. They were
diverted from that original destination to the Teepee and Mamm burns.
The original destination of the crews was the South Canyon fire which is better known
as the Storm King fire. Perhaps if a road system had been in place County fire fighters
could have responded to the Teepee and Mamm fires. The hot shot crews could have
arrived at their original destination, possibly quickly extinguishing the wildfire, thereby
preventing the death of 14 firefighters and millions of dollars in damages.
Tepee Park FMP 1 2
OVERVIEW OF TEPEE AND BEAVER CREEK AREA
LOOKING EAST ACROSS
BEAVER CREEK WATERSHED
FROM WESTERN RIDGE TOP
LOOKING WEST AT UPPER RIDGE ABOVE
TEPEE CREEK IN BEAVER CREEK WATERSHED
OVERVIEW LOOKING SOUTH-EAST
INTO TEPEE PARK AND BEAVER CREEK
C)
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11. Management Objectives
Tucker and Frase, a partnership of the Tucker and Frase families, own and manage
timberlands in the western United States. Their management objectives are a
combination of economics and biology. The foresters have considered both the
revenue that the resource affords and the entire biotic community in formulating this
plan. Long term sustained timber yield, protection of watersheds, promotion of new
timber growth and enhancement of big game habitat form the basis of this plan.
The proposed timber harvest is a necessary portion of the management plan for this
property. The timber stands scheduled for harvesting are over -mature and beginning
to deteriorate. Tucker-Frase wishes to capture the economic opportunity before a
major catastrophe or further degradation occurs within the timber stand. This is a
legitimate use of private property. The local community will share in tax revenues and
employment opportunities. In addition, the timber harvested will add to the nations
lumber inventory which is presently in short supply
In addition to the monetary benefits of the harvest to Tucker-Frase and the local
community there are other important benefits:
Wildlife: Removing a portion of the overstory will allow an increase in
sunlight with a resultant rejuvenation of the understory: grasses, forbs and
shrubs and sprouts of Aspen. This will provide for more forage for elk, deer and
domestic grazing animals. Retention of "islands" and "lanes" of the spruce -fir
forest with openings of earlier successional stages create ecotones. It has been
well documented that this "edge effect" provides for better overall habitat for
larger ungulates.
Water: The reduction in overstory will reduce the moisture consumption by
removing the large and mature trees, and thereby increase the amount of runoff
available for irrigation for a decade or more. The openings increase the snow
pack by allowing snow to build up on the ground where it can add to spring
runoffs rather than being interrupted by tree limbs where it evaporates into the
air.
Fire: Improvement of access will assist in any tire suppression activities.
Reduction in the overstory and dead and dying trees will reduce the potential for
a catastrophic wildfire thereby creating more defensible space.
Forest Health: The overstory stands currently are decadent and subject to
insects and diseases that are beginning to effect the understory as well. Not
only is the timber resource under-utilized but the down timber creates barriers to
some species of wildlife.
Tepee Park FMP
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Road Abandonment: Relocation of the present Beaver Creek Road will
move the road out of the riparian zone to higher ground. This will reduce the
sedimentation into Beaver Creek and expand the existing riparian zone as the
old road fills in with vegetation. The new road will have a much reduced grade,
proper crown with ditches and culverts where necessary. Relocation of this road
will greatly reduce the potential for sedimentation.
Reclamation of the abandoned road will be to USFS specifications. This will
include ripping and reshaping to mimic original land contours, seeding (with an
approved seed mixture), mulching and placement of natural barriers (rocks) to
discourage vehicle trespass.
Management of these stands will promote ecosystem diversity by removing a portion
of the overstory that will allow young spruce and fir to release. Small openings will
result in the sprouting of aspen thereby increasing the multiple use opportunities of a
sub -climax forest.
Management Alternative:
Tucker & Frase has considered an option of conducting a land exchange with the
U.S.F.S. This would transfer the ownership of the entire property to the U.S. Forest
Service in return for land of equal value elsewhere. There has been preliminary talks
with the Rifle Ranger District of the White River National Forest. This would leave the
property in its present condition to be managed by the Forest Service. It should be
noted that due to budget restraints and manpower considerations, this option is
considered very tentative.
III. Location And Access
The legal description of the property includes:
All or Portions of Sections:
30 &31
15,22,23,24,25,26,27,35436
5,6,7,&8
All in the 6th principle meridian
in T7S R93W
in T7S R94W
in TBS R93W
Garfield County, Colorado
The location is in central Garfield County, 8.25 miles south of Rifle, Colorado. The
property encompasses the upper portions
drama Df ash (See Forest Management Plan e West Mamm Creek, Beaver Creek,
Map
Porcupine Creek and Spruce9
page 3 and Drainage and Watercourse page 14)
The property is entirely surrounded by Federal lands administered by the U.S.
Service and maintained,
Bureau
of Land R fle Rul songement. Access is south Road. Then along the fB Beand aver Creek Roadfle, along
the county m
Tepee Park FMP
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through private land. The last 1.5 miles is across the United States Forest Service.
IV. Physiography
Mean annual precipitation is approximately 20 inches to 40 inches. The mean annual
temperature is 34°F to 38 °F. Elevation ranges from 8640 feet to 10860 feet. Soils are
deep and well drained. Please reference Solis map on page 20. Solis include:
R63 -Silas loam, alluvium, effective rooting depth to 60 inches with moderate
permeability
104A-Cryoborolis-Cryaquolls association, silt loam surface layers; effective
rooting depth of greater than 60 inches with moderate permeability.
2208-Leadville family, loam surface layer; effective rooting depth of greater
than 60 inches with moderate permeability.
2238-Leighhcan family-Cryaqu0lls complex, very cobbly loam surface
layers; effective rooting depth over 60 inches with moderate permeability.
302D-Subwell family-tJstvchripts-Rock outcrop complex, bouldery loam
surface layers; effective rooting depth over 20 inches with moderately rapid
permeability.
3138 -Scout -Rubble Land family, very cobbly loam to boulder surface
layers; effective rooting depth 40 to over 60 inches with moderately rapid
permeability.
317C-Stonyridge-Eyer families complex, silt loam to gravely loam surface
layers; effective rooting depth of greater than 20 inches with moderate
permeability.
331 B-Peeler-Leadville-Echmoor families complex, silt loam to loam
surface layers; an effective rooting depth of greater than 40 inches with
moderate to moderately slow permeability.
331 C-Peeler-Leadville families complex, silt loam to loam surface layers; an
effective rooting depth of greater than 40 inches with moderate permeability.
332B-Echmoar families, silt loam surface layers; effective rooting depth over
40 inches with moderately slow permeability.
333C-Herm-Kalab families, stony silt loam surface layers; effective rooting
depth over 40 inches with moderately slow permeability.
336B-Gateview-H andran-Doffymont families, complex, gravelly loam
surface layers; effective rooting depth 20 to over 40 inches with moderate to
Tepee Park PMP
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moderately rapid permeability.
3388-Westopa-Doughspon-Echemoor complex, silty clay loam surface
layers; effective rooting depth over 60 inches with moderately slow permeability.
3458-Doughspon families, loam surface layers; effective rooting depth over
60 inches with moderately slow permeability.
352C -Scout family -Shale, very cobbly loam surface layers; effective rooting
depth over 20 inches with moderately rapid permeability.
3828-Sieta-Tellura families, stony to cobbly silt loam surface layers; effective
rooting depth over 60 inches with moderate permeability.
385D -Scout family -Rock outcrop-Hechtman family complex, very cobbly
loam surface layers; effective rooting depth over 20 inches with moderately
rapid permeability.
4490-Tampico-Echemoor families, loam to silt loam surface layers; effective
rooting depth of greater than 20 inches with a moderate to moderately slow
permeability.
The Cryaquolls, that are mainly in the Teepee Park meadow, have a drainage class of
under one foot. However, the remainder of the soils have a depth to seasonal high
water table of over 6 feet.
The terrain varies from nearly flat at Teepee Park to vertical at the shale cliffs.
However, the majority of the harvest activity will occur on slopes of 10% to 50%.
Aspect is generally northerly, with both northwest and northeast slopes.
Beaver Creek, a domestic water source, is the principle drainage. The harvest will
occur on both the east and west slopes of the Beaver Creekwatershed
s e 35%usingof
tha
combination of tractor, cable, and helicopter yarding. Approximately
harvest is scheduled for the south-east portion of the Porcupine Creek drainage again
using these same yarding systems. A small amount of helicopter yarding will occur in
the upper portions of the West Mann drainage and the west side of Porcupine Creek.
Reprints of soil description from the Soil Conservation Service, 1985, Soil Survey of
Rifle Area, Colorado, U.S. Department of Agriculture are in the Appendix.
Tepee Park FMP
19
TEPEE PARK FOREST MANAGEMENT PLAN
Seasonal
R9c0nSlrudtpn: �����•�•��
Road lo be
Abandoned: x x x x x
Seasonal;
Seasonal:
345B:Doughspon
Family
382B: Sicstz-Telura
Family
385D: Scout Family -
Rock Outcrop
104A: Cryaborolls •
Cryaguolls
2248: Leedvale Family
225B: Leiglican Family
3020: Subwell Family
313B: SCO11t Family -
Rubble Land
317C: Slonyridge
8318: Peeler -
Leaoville Echemoor
SOILS, ROADS &
WASTERCOURSES MAP
Mani P
a
b
Y ►"��1 fife W
?Try' 1iWERAVtinves4
{75`.mP.eixel}
Secimns 35 & 51 - T7$ R93W
Sections 15, 22,23,
24,25.26, 27,35 &38 -775 R90
Section 5, 6, 7 & 8 - T8S R93W
ALL *Ain the 6thPrix.* Mtridire
Gels/0 County
4,464 FMP Anes
41C:40u Nand
336B: Wetopa -
Daughspon
352C: Scout Family -
Shale
382B: Seitz - Tellura
Family
3850: Scout Family -
Rock Outcrop
395D: Scout Family -
Rock Outcrop
4200: Subwell -
Dutfymont Family
449C: Tampico -
Edlemoor Family
hip.
.. •'.IP' 1.
14 ;
This map is an approximate representation of WI features,
The accuracy of topography, boundaries and scale are reliable but rm1 duaranteed.
)11
.'irk -'Avert :w�aw7r�.-,:�.�.rr ■fief.-.:gmekw.
V. Forest Products and General Economy
The typical economy of the area has been agriculture and mining. The area is at the
center of the nations oil shale reserves and is near reserves of coal, limestone, oil,
uranium and natural gas.
The close proximity to skiing, excellent hunting opportunities and the areas inherent
beauty have made it an attraction to tourists and "out -of -stators." Due to this influx of
visitors and new residents the economy has become more service oriented. Real
estate development foassociatede i
in
importance. The no forecast forthe area is for major expansion in construction
labor and service industry positions:
The proposed timber harvest is consistent with past management activities tor the
area. Proper management of the area will preserve the esthetics of the area and
health of the timber stand by removing decadent Umber and releasing the understory
and regenerating the Aspen stands. There will be an increase in forage for wildlife
and domestic livestock and an increase in snowpack.
The timber will be shipped to various mills in the area for processing. It was originally
planned that much of the spruce and fir timber will go to a Louisiana Pacific mill in
Walden. However, due to the shortage of timber supply that mill has closed. Currently,
no buyer for the logs has been chosen. The road construction, logging and hauling
operations will create 8 to 14 jobs in the Rifle area. Some of the logging and hauling
will be done by local contractors and local people. However, non -local companies
must employed as there is no should create additionpter or cable al employment and in ate added revenue
and trucking work
into the economy of the Garfield County area.
in addition to the direct payroll, a substantial portion of the maintenance and supply
purchases by the logging & trucking contractors will likely be made in the Rifle and
Glenwood Springs general area.
Throughout the life of the project outside contractors, consultants and technicians will
contribute to the economy through rentals of motel rooms and the purchase of food,
fuel and supplies.
Tepee Park FMP
22
Vi. Forest Description
The property is approximately 4464± acres, please refer to Forest Vegetation Type
map on page 10. The property is delineated by type as follows:
Conifer (Spruce -Fir) 2241 acres
Aspen -Conifer Mix 267 acres
Aspen 658 acres
Gambol oak woodland 267 acres
Rock/non-vegetated 569 acres
grassland 462 acres
Total 4464 acres
Aspen
15%
Oak
Veg Types
Rock
13%
Grass
10%
Aspen -
Conifer
14%
Conifer
45%
Conifer Stands
The majority of the conifer stands proposed for harvest were cruised in 1993 using
variable radius (prism) plots. The remainder of the stands were estimated using ortho
black and white photos. in addition, harvest plots were established in 1994 and 1995
to better determine taper, growth and cull factors.
The age of the stand is between 150 and 400 years old. Increment borings show
counts as high as 100 rings per inch with the average at 16 rings per inch. These
stands are characterized by a general lack of aspen, significant amount of blow down
and standing dead and dying trees.
Tepee Park FMP 2 5
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The conifer stands in the Teepee Park area and the Porcupine Creek drainage are
irregular1 uneven -aged stands, predominantly Engelmann spruce (86% by volume),
with Subalpine fir (13%) and Aspen (1%). These stands are not multi -tiered but usually
two tiered and rarely three -tiered. The dense canopy (90%+) so characteristic of a
mature forest has become reduced with age so that overall canopy closure is
approximately 77%. As the stand has deteriorated the overstory has blown down or
broken off resulting in many small openings of fess than an acre in size. Within these
openings there is a considerable amount of regeneration and more advanced
regeneration in the form of saplings and poles. In addition, the reduction in general
canopy closure has allowed more seedlings to survive throughout the entire stand.
The understory that developed has a slightly higher proportion of fir than spruce. This
is normal for spruce -fir forests. Opening the stands will release the spruce
regeneration, allow the aspen to resprout and return this to a more productive forest.
Regeneration varies from approximately 600 to 1100 trees per acre with 27% to 48%
being spruce.
Stands in the West Mamm drainage are predominantly Subalpine fir (70%) with the
remainder in Engelmann spruce (17%), Aspen (13%) and a trace of Douglas -fir. The
stands in the West Mamm area are younger. Much of the area is dominated by non -
merchantable trees. Very little harvesting is scheduled for this drainage.
11 Smith defines irregular uneven -aged stands as those stands which do not contain all the age classes
necessary to ensure that trees will arrive at rotation age at short intervals indefinitely, Uneven -aged virgin
stands and stands which have been culled over are almost always irregular in age distribution. ( Smith,
1962)
Tepee Park FMP
26
Aspen -Conifer Stands
These stands are characterized by a higher proportion of Aspen than conifers in the
overstory. These stands are mature Aspen stands that are being gradually replaced by
spruce. The understory is composed of chokecherry, snowberry, wood rose, cinquefoil,
Oregon grape, currant, and varieties of grasses and forbs and some scattered spruce
seedlings and saplings. There are very few aspen sprouts as the stands have mostly
closed canopies.
The aspen component will gradually be eliminated unless regenerated by some type
of disturbance. Under natural conditions wildfire would be the primary factor in
regenerating the stands to subclimax conditions. Wildfire suppression is an unnatural
condition that has resulted in a concentration of fuels and contributed to the unhealthy
status of many sub -climax forests.
Tepee Park FMP 2 7
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Aspen Stands
These stands are almost pure aspen in the overstory. Stocking ranges from 135 to
257 stems per acre. In some areas there may be openings from past fires, avalanches
or slides where the aspen stands are younger: in the shrub seedling stage to the
sapling pole stage. The West Mamm drainage in particular contains large areas of
younger aspen stands. The Teepee Park area (Beaver Creek drainage) and most of
the remaining property is dominated by stands which are mature to over -mature.
Aspen is susceptible to more forest pests than any other Colorado tree species.
According to literature there are over 500 different destructive organisms that attack
aspens. These organisms may range from slightly destructive to extremely destructive
causing serious rot and mortality. The result of almost any of these organisms is a
reduction in vigor and general deterioration of the stand. This is especially true of the
stands in the Beaver Creek and Porcupine Creek watersheds.
The Aspen stands are typical of those found on much of the public lands on the White
River National Forest. According to the White River National Forest, 1990, Land and
Resource Management Plan: Only 12 percent of the type (Aspen) is in early
successional stages while the optimum or balanced distribution for the wildlife
indicator species should be 27 percent. About 60 percent of the aspen type will be
replaced by other vegetation types through natural succession if left unmanaged.
Non forested Areas
Gambel Oak, grasslands and non -vegetated portions of the property comprise a total
of 1304 acres or 29% of the land base. The majority of the Gambel oak is on the more
northern portions of the property and generally at lower elevations. There are no plans
to do any harvesting within these stands. The meadows and grasslands are
concentrated around Teepee Park and the Teepee Creek drainage with scattered
areas on ridge tops above Porcupine Creek and Spruce Creek. The non -vegetated
areas include the north facing, steep shale cliffs, even though there are some
scattered conifers perched on these cliffs.
Tepee Park FMP 2 8
VII. Management Recommendations
A. TIMBER
Conifer Stands
The stands proposed for harvesting are varied. Generally these are irregular or un-
even aged multi -storied stands well -regenerated with saplings and seedlings and
advanced regeneration of poles and intermediates. Opening the stands will release
the less shade tolerant young spruce as well as allow for some sprouting of the minor
aspen component. Preservation of the regeneration is paramount.
In addition, there are some areas containing stands that are generally evenaged with
multi -sizes. These are not young stands but there is no regeneration present and
artificial regeneration is not an option at this time. These stands require that the areas
be opened more slowly to allow the stands to become more wind firm and to allow
some regeneration to take place.
The conifer stands within the Beaver Creek and Porcupine Creek drainages will be
harvested using a variety of silvicultures: Group and Single Tree Selection,
Commercial Thinning and Shelterwood Removal.
Group Selection: In this method small groups of trees are selected for
harvesting. Groups of trees (less than 2 acres) can be removed while leaving
groups of windfirm, healthy, vigorous trees. This method provides an opportunity to
release established regeneration and reduce further logging damage. The object is
to capture the opportunities that are provided by the small openings that presently
exist. Those trees that are on the edges of openings have been exposed and may
be more wind firm than individuals in denser portions of the stand. Since heart rot
travels through the root system, diseased trees are frequently found in groups. This
system promotes a healthier stand by removing obviously diseased individuals as
well as those at high risk.
Small groups that are healthy and windfirm are left intact to provide for vertical
diversity and provide for future seeding of any disturbed soil from log skidding.
Groups of Engelmann spruce will be the primary species selected as "leave."
Alpine fir regeneration is disproportionately higher than spruce regeneration so it is
not preferred as a seed source. Also, it is much shorter lived than spruce and is
subject to heart rot at an early age. Therefore, Alpine fir will be selected to harvest
unless they are part of a spruce leave group.
Some portions of the stand will have leave groups that are contiguous to provide
for travel cover or travel lanes for wildlife particularly deer and elk. This is
especially important along roads. This will be accomplished by selecting leave
groups that are connected with dense stands of saplings and poles as well as other
mature leave groups. Generally, no more than 40% of the basal area of the original
Tepee Park FMP 2 9
stand will be removed,
Shelterwood Removal: In Multistoried stands where the stand developed from
the deterioration of overstory stands and there is a manageable stand of
reproduction a shelterwood removal can be used to release this regeneration. The
result is an increase in growth rates with favorable condition for spruce. In this
method the overwood is removed. According to Alexander2 : If the windfall risk is
above average to high, the safest first cut is simulated shelterwood that removes
the overwood with a thinning from below to obtain a widely spaced open -grown
stand that will be windfirm. see Fig A and B reprinted from text.
These stands must be harvested with considerable care to protect the residual
trees and regeneration. Skid trails or cable corridors must be flagged before the
harvest operation commences so that tailors fall timber towards the trail. Also, the
timber must be felled in stages.
44. .4444(.44_44kb,
Figure A - Options for the ftrsl entr y into a
multistoried spruce -fir stand with to w wind risk
Original Stand
First Cut Options
1. Overwood Removal
2. Thin From Below
4* 4
4.
t
Figure S - First entry lnta a multistoried spruce -fir
stand with above average to high wind risk
Original Stand
1. Overwood i�BIM vat
and Thin From Below
2 Ecology, Silviculture and Management of the Engelmann Spruce -Subalpine Fir Type in the Central and
Southern Rocky Mountains,
Tepee Park FMP
30
Single Tree Selection: In stands where windfall risk is low, individual trees can
be selected for removal, This method provides for a forest with an array of size and
age classes. it is appropriate for uniformly spaced stands with irregular to all age
structure. As this method tends to favor the regeneration of more shade -tolerant
species, such as Alpine fir, this method will be used in stands that do not have a
significant amount of fir in the leave stand. Generally, no more than 40% of the
basal area of the original stand will be removed.
Commercial Thinning: In this method the stands are relatively even -aged. The
idea is to increase growth rates in the leave stand. Regeneration is not the object.
This method should result in average diameters to be increased or remain the
same. Very few of the stands present on the property can be so manipulated.
However, some stands in the Porcupine drainage and the northwestern slope of
Teepee Creek qualify on a limited basis. Generally, no more than 30% of the basal
area will be removed.
The forest is advanced in age and, generally, the stands have deteriorated to different
degrees and are not uniform. it is not possible to put a line on a map with any accuracy
and restrict the forester to a certain silviculture that may not be appropriate. As
conditions change within the stand so must the silviculture change. Some acres may
not be harvested at all, while another acre may have al! the overstory removed in order
to release the regeneration and remove the decadent overwood (shelterwood
removal), still another may have a few widely spaced individuals removed (selection).
In order to adequately administer the harvest operation, Tucker & Frase foresters and
their crews will mark all trees to be harvested. The harvest trees will be painted with a
blue horizontal stripe and a base mark (stump scratch) painted below the cut line.
Marking will not occur in cable units until cable roads (corridors) have
been pre -flagged. This will reduce residual stand damage and increase yarding
efficiency.
Tepee Park FMP
31
Aspen -Conifer Stands
Merchantable spruce and fir will be harvested within mature aspen stands that are
degenerating and gradually being replaced by conifer. These entries will serve as a
focal point for the harvesting of the mature aspen and the regeneration of the aspen
stands. Small regeneration units of 7 to 12 acres will allow the aspen to sprout
rejuvenating the aspen component and provide forage for wildlife.
Aspen Stands
Much like the mixed aspen -conifer stands, small regeneration cuts will be employed to
return these to young vigorous stands. Approximately 15% of the stands will be so
treated and in combination with regeneration units in the Aspen -Conifer stands will
increase the early successional component of the total aspen stand to over 20%.
Additional young stands of aspen will likely result from small openings created within
the conifer stands where viable root systems still exist.
The areas to be cut will be selected according to location, age, appearance (health)
and topography. Only stands that can be yarded with ground -base equipment such as
skidders, dozers or harvester -forwarders will be selected for harvest. This will preclude
the harvest of stands on slopes over 50%. The regeneration cuts or openings in both
the pure stands and mixed stands will be elongated with irregular edges and be
separated sufficiently from one another so as to maximize wildlife habitat
diversification. Openings in aspen stands will be between 400 and 500 feet wide and
up to 900 feet long.
Tepee Park FMP
32
TYPICAL FOREST VIEWS
Stand Measurement information
During the summer and fall of 1994 a team of 2 professional foresters (David Levy
and Jeff Calvert) accompanied by 3 experienced forestry technicians spent 3 separate
weeks conducting stand examinations over all parts of the ownership. In addition, a
helicopter was used to do aerial reconnaissance as well as to transport the crew to
remote location to gather stand measurement and tree data. An aerial
photogrammetry company was contracted to fly the property to create both stereo pairs
as well as a photo mosaic of the entire ownership.
In the late winter of 1995 foresters Levy and Calvert with two crew members did
additional field work via snow-moblies and snow shoes. Stands were marked under
the different silviculture! prescriptions outlined. Following marking various data was
collected including: basal area, overstory trees per acre to remain after harvest and
advanced regeneration per acre. As there was considerable amount of snow
regeneration greater than 6 feet ta[I was particularly conspicous.
Measurements were made using both variable plots and fixed radius plots. Field
instruments included diameter tapes, tree measurement sticks, logging tapes, basal
factor prisms, and clinometers.
The results showed, as expected, that the timber stands are highly variable with
respect to stand composition by species as well as highly variable for number of trees
per acre and volume per acre within an individual stand. This is due to the fact that
the stand has never received management and has experienced a variety of natural
events that are typical for wildland forests.
Consequently, the range of volumes per acre fluctuated from low timber volume
stands with only 2 MBF per acre to extremely well stocked stands with timber volume
exceeding 30,000 MBF per acre. The results were too erratic to provide a meaningful
statistical summary.
Note: the timber stands will be marked under the supervision of a forester prior to
harvesting.
Tepee Park FMP
34
EXAMPLES OF
FOREST STANDS
SHOWING
VARIATION AND
y DIVERSITY OF
SIZES, SPECIES,
� AGE AND DENSITY
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FOREST SCENES WITH DEADWOOD AND DOWNFALL
B. Wildlife
Of prime consideration to Tucker and Frase is the management of their stands in an
ecological approach that will benefit wildlife as well as revitalize the timber stands. The
harvest will have a number of benefits to wildlife, particularly elk and deer. However,
with proper balance of leave groups and unlogged areas avian habitat will be
enhanced by providing for greater vertical diversity, increasing hunting areas for
raptors, and creating additional forage and cover areas.
Forage
It is well documented that wildlife use will increase after selective cutting. From 2 to 15
years after lagging a 30% increase in deer use can be expected3 with a 5 fold
increase in forage production in selectively logged spruce -fir stands. Small cuts in
patches or strips evenly distributed over the management unit can greatly enhance
wildlife habitat.
The aspen regeneration cuts will increase understory vegetation as much as 400
pounds per acre the year following harvest and sprouts may number from 15 of 50
thousand to the acre within two years after harvesting.
Diversity
The present over -mature stands lack horizontal diversity. Horizontal diversity is the
arrangement of plant communities and/or successional stages of a single plant
community across the breadth of an area. This is the result of a lack of disturbance
over time. The elimination of wildfire from the forest has allowed these stands to reach
climax conditions and to build up high amounts of fuel loads.
Vertical diversity will be increased over time as the advanced regeneration grows
into the sapling -pole stage. This is a stage which is almost entirely lacking within the
Teepee Park area.
Barriers
Not only has the blow down contributed to the fuel load but in some areas of the
Porcupine Creek and Beaver Creek drainages blow down is so deep that they have
become effective barriers to deer and elk movement especially during the winter. In
late fall with 18 inches or more of snow on the ground I noted that deer would enter
these areas of blow down and seemed to have almost as much trouble as I did
negotiating a route through the jack-strawed timber. The tracks would head down hill
to a pile go back up hill again and repeat this process until eventually finding a route
down hill.
The harvest will tend to break up these barriers. As skidders and dozers yard logs out
of the stands they will tend to crush some of the smaller timber, the partially rotten
timber and break up piles. Recently fallen timber that has salvage value will be
removed from the woods.
3 Colorado Division of Wildlife, 1987, Managing Forested Lands for Wildlife
Tepee Park FMP
37
Roads and Landings
Efforts will be made to place roads and landings in such a way so as to lessen the
impact on wildlife. Travel corridors and concealment cover will be preserved by
leaving larger groups or contiguous leave stands along roads. The amount of cover to
leave can be measured in terms of sight distance. For deer and elk, sight distance is
the amount of cover capable of concealing from human view 90% of a standing adult
animal at a distance of equal to or less than 200 feet.
A portion of the new road system will be temporary. The remaining portion will closed
to public travel with a system of gates. To discourage use of the roads during hunting
season a care taker will be employed during the deer and elk hunting seasons.
Logging Activity
Parturition for deer and elk occurs during late May to June 15. If climatic conditions
are such that harvesting operations can start during the Spring, logging will be
restricted to avoid calving areas. Wildlife Biologists and Managers will be consulted to
coordinate harvest schedules.
Whenever is practical the contractor will complete as much work as possible in a
drainage before moving into another drainage. This will result in the least amount of
disruption.
On September 22, 1995 we met with Perry Will, District Wildlife Manager for the
Colorado State Division of Wildlife. While Mr. Will agreed that much of the "dark
timber" was foo thick and harvesting would increase food supplies, he wanted to see
travel corridors and cover areas left intact. His main concerns were in regard to access
during hunting season and disruptions during elk calving season. He said that ATVs
were especially disruptive to elk and deer. The animals are familiar with the sounds of
normal internal combustion engines from cars, trucks, etc., but the noise of the all -
terrain vehicles drive elk and deer out of the area.
The landowners, who are also hunters, have expressed concern about the use of
ATVs by unauthorized people. Although permission is occasionally granted to
individuals to use horses on the property, the landowners wish to discourage the use
of ATVs. To mitigate these concerns harvesting and associate operation (e.g. road
construction and marking) shall be limited to the summer and fall months after the
calving season. The landowner will close non-essential roads to unauthorized
motorized vehicles (especially ATVs) during the regular hunting seasons beginning
with the early archery season. Furthermore a caretaker will be employed to help
enforce these restrictions. These road restrictions will not apply to roads necessary for
the timber harvesting operation or management purposes.
Tepee Park FMP
38
C. Water
The Beaver Creek drainage is a domestic water supply for the City of Rifle and will be
protected. The remaining drainages will receive the same protection with regard to
sediment control and thermal protection via vegetation retention standards.
Openings will result in a denser snowpack and greater water availability for domestic
use and irrigation.
Riparian Zones
Perennial creeks will have no timber removed within 25 feet of the high water line of
each side of the channel. This will be the Watercourse Protection Zone (WPZ). There
will also be an Equipment Exclusion Zones (EEZ) established within 50 to 100 feet of
all watercourses. The width of the zone will be dependent on the type of watercourse,
i.e. perennial or ephemeral.
Much of the flatter portions of Beaver Creek drainage can be harvested during the
early winter. This allows ground based yarding equipment to work over snow and
frozen ground lessening the impact in the area around these riparian zones. This
method will be employed when the forester deems that winter yarding will significantly
mitigate ground disturbance in a sensitive area. However, no heavy equipment will
operate within the EEZ during the winter except on a case by case basis approved by
the City Hydrologist, State Forester or their designee.
Sediment control
The greatest potential for sedimentation is from roads and skid trails. Cuts and fills
resultant from road construction will be seeded and strawed and if necessary an
erosion inhibiting fabric installed. All roads will be sloped and ditched so that water
leaves the road quickly and is directed into areas of vegetation. Roads and landings
will be out -sloped or in -sloped toward ditches to facilitate drainage and lessen erosion
potential. Culverts will be used at all permanent watercourse crossings. Water bars
will be installed on skid trails as per standards listed under Soil Stabilization
Measures in the Methods of Operation. Vegetation retention standards will guide the
harvest of trees within the EEZ.
This will be discussed in greater detail in the Methods of Operation portion of this
Forest Management Plan and in the Water Quality Plan in the Appendix.
Tepee Park FMP
39
VIII, Methods of Operation
A. Yarding Methods
Three types of yarding will be use: Helicopter, Skyline (cable) and Tractor. The yarding
methods are delineated on the Yarding Systems map on page 42. The map
delineates only the type of yarding equipment to be used in that area not the harvest
boundaries. in most cases the harvest boundaries are smaller than the yarding unit in
that they may include openings and areas of non -merchantable timber.
Tractor yarding includes conventional equipment such as skidders and dozers as
well as self -leveling harvester and forwarders popular for cut -to -length mechanized
harvesting. Tractor yarding will be limited to slopes of 50% or less in the Beaver Creek
and Porcupine Creek drainages. The areas of tractor operation will generally be on
slopes averaging 35% or less because much of the steeper ground can be more
effectively yarded with cable. However, tractor yarding will be employed on up to 50%
slopes when it is more ecologically favorable overall than moving the yarder to a new
set-up.
The harvester such as the Valmet 500T and forwarder such as the Timberjack 1210
can reduce soil disturbances, damage to the residual stand and the number of skid
trails while working on steep slopes. The upper east -side portions of the Porcupine
Creek drainage has ideal conditions for mechanized harvesting.
Cable yarding will be used on the steep areas of the Beaver Creek drainage and
the Porcupine Creek area. A Skyline system will be used with a carriage which has
lateral yarding capabilities. The external yarding distances will generally be limited to
600 to 900 feet. This is primarily due to the of lack adequate holding strength provided
by the roots of these tree species. These lengths may be increased with the use of
mid -span supports. Corridors will be pre -flagged and should be aligned directly across
the contours. Timber is to be felled in a herringbone pattern towards the corridors.
Marking will be done after corridors are flagged. Corridors are to be perpendicular to
the haul road and parallel with each other. Diverging fan shaped settings will be
discouraged unless it is absolutely necessary.
Tepee Park FMP
40
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Helicopter Yarding will be used on very steep areas where haul roads can not be
constructed or where the construction of roads would result in severe scaring or
disturbances contrary to management objectives. The helicopter yarding will be done
in some portions of the west side of the Beaver Creek drainage, the west side of
Porcupine Creek and those isolated stands scheduled for harvest in the West Mamm
Creek drainage. This type of yarding is very expensive but it ideally suited for steep
and/or roadless areas. Soil disturbance from helicopter yarding is practically zero.
Tepee Park FMP 41
B. Road Construction
The management of this property hinges on an adequate system of roads to remove
timber, move equipment and to adequately protect the watershed from fire. There are
approximately 12.1 miles of road that will be involved in the harvest of the timber. This
consists of is approximately 3.8 miles of existing roads in both the Beaver Creek
drainage and West Mamm drainage. 8.3miles of new seasonal road construction is
required for this property. The new road system was designed to provide yarder
settings and landings for helicopters as well as a haul route for log trucks.
Drainage distance
Existing Seasonal Roads: 3.8 Miles
Beaver Creek 2.57 miles
West Mamm 1.25 miles
Proposed Seasonal Roads: 8.3 Miles
Porcupine Creek 2.42 miles
Beaver Creek 5.91 miles
total 12.1 miles
Please refer to :
Roadway Identification Table Page 45
Photo of Typical Road Views Page 46 ,
Road Construction Examples Page 47,
Roadway maps on pages 48, 50, 51
Road locations for new road construction within the Beaver Creek watershed have
been flagged during the summer of 1995 and staked with lath or marked with paint
and metal markers. Road reconnaissance was done to determine the most suitable
location to avoid excessive steep slopes or areas with slides,
A major portion of this staked road traversing the western slopes above Beaver Creek
on both sides of Tepee Creek was was reviewed during the fall of 1995 by Rifle City
Engineer Tim Moore who commented that he felt comfortable with the road locations
and watercourse crossings.
Tepee Park FMP
43
All roads will be single lane with turnouts 12 to 14 feet wide properly drained either
with out -sloping or in -sloped with ditches. The main system will be seasonal, Le.
unsurfaced. They will not be open to the public and will be dosed by gates. Roads that
are determined unnecessary for fire suppression or general management will be
permanently closed with a series of tank traps or other suitable barriers. it should be
noted that no road construction or other disturbances occur on the steep oil -shale cliffs
facing north east in the West Mamm drainage or those of the Porcupine Creek
drainage. The road design is to stay well above the cliffs along the ridge.
Culvert size designation for road crossings are shown by the road # and location on
page 49. Culvert sizes range from 12" diameter to twin 36" culverts. Sizes are based
on discussion and evaluation with High Country Engineering and field examination of
the crossing location and determination of the size of the associated watershed as well
as comparison with existing culverts that have been successful along the Beaver
Creek Road downstream from the property and culverts on the existing roads on the
property.
Road crossings within the WPZ of perennial watercourses (class 1) shall be surfaced
with gravel for a minimum of 35 feet each side of culvert (see Item v. of road
construction specifications).
Tepee Park FMP
44
)Road Identification Table
Tepee Park FMP Roads Total 12.1 Miles
i Roads in Beaver Creek Watershed 44780 f t 8.48 Miles
Existing Roads 1 3 5 8 0 f t 2.57 Miles
11. Main Beaver Creek Road 1.21 Miles
#1 a 1500 ft. North Gate to Crossing of Beaver Creek at Culvert
41 b 4000 ft. End la to Turn to Tepee Park Cabin
141c 800 ft. South end of Existing Road
6380 ft. Total
Spur Road to Cabin at Tepee Park 0.06 Miles
Cid 3 00 f t . From Main road across Beaver Creek to Cabin
Spur Road across Tepee Creek 0.11 Miles
4# 1 e 600 f t. From Main road across Tepee Creek
East Road towards Mamm Creek 0.66 Miles
N#2a 3500 ft. Beaver Creek Culvert Grossing to East Ridge
# 3 Abandoned Ditch Road 0.64 Miles
3400 ft. East of Beaver Creek to Ridge
Proposed New Roads 31 2 0 0 f t 5.91 Miles
East Side Beaver Creek 2.61 Miles
i#4a 1400 f t . Bottom along rim of meadow
#4b 4000 ft. Road to North Ridge Line
# 4 c 2100 f t. Ridge Road
i#4d 2200 ft. Lower Mid Slope road
#4e 2400 ft. Upper Mid Slope Road
•#4f 1700 ft. Spur to Ridge
13800 ft. Total
West Side Beaver Creek 3.30 Miles
# 5 1600 f t . Bottom Extension south of Main Beaver Creek Road
#6 3100 ft. Lower Mid Slope Road above Tepee Creek
#7a 4000 ft. Upper Mid Slope Road to South tributary Tepee Cr.
11[47b 3400 f t . Mid Slope Road Across Tepee Creek
#7c 2400 ft. Spur to South Timber
ii 47d 2900 ft. Connector Road to West Ridge Line
11 1 7400 ft. Total
i Roads in Mamm Creek Watershed
gi
Existing Roads 6 6 0 0 f t 1.25 Mites
4#2b 660 0 f t . East Ridge of Beaver Cr. Watershed to Mamm Creek
Roads in Porcupine Creek Watershed
NProposed New Roads 1 2 8 0 0 f t 2.42 Miles
#8 4900 ft. Ridge Road Heading North
ilr # 9 2500 ft. Spur to South
II #8b 5400 ft. Spur to West
tg.#45
EXISTING ROAD
EXISTING ROAD
PROPOSED
ROAD LOCATION
TYPICAL ROAD VIEWS
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1
1
M
ROAD
CONSTRUCTION
EXAMPLES
Each step of the way, the excavator clears
vegetation and grubs the slope surface in front
of it before it excavates and extends Vie road
bench. Excavated soil from the new segment of
road bench Is placed and compacted on the
grubbed slope below the new segment of road
bench. Cleared vegetation placed along the base
of the future filislope helps contain erosion from
the exposed fill.
Behind the excavator, a bulldozer is used
to prepare the final subgrade, surface shape
and width of the new road.
New road constructed by excavator and
bulldozer_ Logs harvested from the right-of-
way have been placed on top of the filter
windows and will be hauled away later.
This will built permanent road is designed for year-
round use. It is contoured to the natural topography,
has no inboard ditch, is slightly autsloped, has no
outside berm, is occasionally rolled to provide
continous surface drainage and is rock surfaced
for wet -weather lraffic.This self -maintaining design
will provide years of uninterrupted use.
Full bench road. The height of the cutbank, the
slope of the natural hiflslope and the small amount
of sidecast indicates that this road is full bench
and cut entirely into native hilislope materials.
Note that the road is outsloped with rolling dips
and no inboard ditch.
pg.# 47
TEPEE PARK FOREST MANAGEMENT PLAN
LEG ESV [J: `
3
41
7/i/
//
M*1R LE" EIV'D.
Snow Pond
•
r
r
/
Property r FMP
Boundary:
Seasonal:
Seasanae=.11—.
(Reconstruction)
Catch Basins:
Seasonal:
Cabin; 8
ROAD
DESIGNATION MAP
ENLARGEMENT OF
BEAVER CREEK
WATERSHED AREA
OF INFLUENECE
PCP
E U(
IMule S P1CS
GS: Quadrangle
Map Consists at
A Portion of the 4,464 Acre
Timber Management Plan
Map with Watercourses
and Road Designations
Class I. —II—
Class
-.
Class II: --.1111—
Class 111: 04/A
Springs: IV
Q r 0,220
• This map is an approximate representation of all features
The accuracy of tapograph , boundaries and scale are reliable but not guaranteed.
f ! IA_ ! Lex: r 15.
mar 11. MOW IMF - i_ i -mow AMR
Culvert Size Designation for Road Crossings
Road # Location Culvert
Culvert Sia
la
North Gate to Crossing o
Location #
Diameter
Beaver Creek at Culvert
la -1
1 a-2
1 2 "
1 2 "
1 a -3
1 2 "
lb
End la to Turn to Tepee Park Cabin
1 b-1
1 2 "
1 b-2
1 2"
1 b-3
1 8
1 b-4
1 b-5
12
2 24"
lc
South end of Existing Road above Beaver Creek
ld
le
1 c-1
1 2"
1 c-2
From Main road across Beaver Creek to Cabin
Spur Road across Tepee Creek
2a
1 d -1
le -1
1 2"
2 24"
2 24"
East Road towards Mamm Creek
2 a -1
2 36"
2 a -2
4a Bottom along rim of meadow
1 2
270 1 2 "
280
1 2 "
4 b Road to North Ridge Line
4d
614
1 8"
626 18"
631
1 8 "
Lower Mid Slope road
4 e Upper Mid Slope Road
4f
5
4d-1
1 2 "
4d-2
4e -1
1 2"
1 2 "
Spur to Ridge
Bottom Extension south of Main Beaver Creek Road
73
4 f -1
1 2 "
6
1 2 "
9 1 2 "
1
Upper Mid Slope Road to South tributar Tepee Cr.
b
15
1 2 "
16
1 2 "
17
20
1 2"
1 2"
Mid Slope Road Across Tepee Creek
51
24"
52.8
24"
53.5
24"
64
1 8"
68
1 2"
67.3
1 8
68
1 8 "
73
1 811
74
18"
75 1 8 "
76
18"
77
78
7d
79
1 8 "
1 8 "
1 8"
Connector Road to West Ridge Line
81
1 8"
7 d -1
7 d -2
1 2"
1 2"
7 d -3
1 2 "
7d-4 1 1 2 "
pg.449
TEPEE PARK FOREST MANAGEMENT PLAN
1 LES EN ID
f•
Y
j , .......... /
Numbers correspond
to locations of road
segments: a through Q
Road segments are
indicated by
diamond -like marks:
ti
t1/
1, s'
L:EG IEIU D
Properly / FMP
Boundary;
Snow Pond
Seasonal:
seasonal:..• 1 11,1••111••11
(Reconatrucllonj/7
Catch Eosins; II 11
Seasonal:
Cabin_ .B,
ROAD RESIGNATION &
CULVERT REFERENCE MAP
ENLARGEMENT OF
BEAVER CREEK
WATERSHED AREA
OF INFLUENECE
Random Examples of
Culvert Reference
Numbers: ® ® 16311
t Ed -ll i,a.,I f.>> ]
Minks
S `Rua rangfi
Map Consists of:
A Portion of the 4,464 Acre
Timber Management Pan
Map with Watercourses
and Road Designations
Class I. •
Class 0:
Class bl: —000—
Springs:
This map is an approximate representation of all features
The accuracy of topograp , boundaries and scale are reliable but not guaranteed.
I 11F' a1 RIF n
I_
FOREST MANAGEMENT PLAN
Snow Pond
CEG EMI
JAI -1St!,
Numbers correspond
to locations of road
segments: AD Through Q
Road segments are
indicated by
diamond -like marks:
4 4
ilI
r•1 r -t
+
•
f 1 1 •
•
r
t``'...."
e
e
I Wirt LAND'
IBA
Q.7
DRY LAKE
25
Tepee
1
Property I FMP
Boundary;
Seasonal:
(Recandruction)
Catch Basins:
Seasonal;
Cabin:.
r
ROAD DESIGNATION &
CULVERT REFERENCE MAP
(PLANAMETRICT
ENLARGEMENT OF
BEAVER CREEK
WATERSHED AREA
OF INFLUENECE
f
•1
•111
1
►
k
Map Consists a
A Portion of the 4,464 Acre
Timber Management Plan
Map with Watercourses
and Road designations
This map is an approximate representation 01 all features.
The accuracy of topography, boundaries and scale are reliable but not guaranteed.
® r
Random Examples of
Culvert Relerence
Numbers: ® ® tall
® I7d-F laa:1J 110
Class I: -
Glass Il: —040—
Class
—• •Class fil:�^
Springs: F�
tm
Q
ilr�rae.
Full bench road construction, in which all
excavated material has been truck-
endhauled from the she and deposited in a •
stable storgage area.
Multi -bench road construction.
Single or °balanced bench" road construction, where
the volume of cut material is balanced {equals? the
volume of fill material that is placed on the outside of
the road bench. In most instances, a bench is excavated
at the base of the proposed fill slope and layers of fill
are placed in lifts and compacted until the desired road
level has been attained.
TYPICAL ROAD CROSS
SECTIONS FOR FULL
BENCH, MULTI -BENCH,
SINGLE BENCH AND
FULL FILL
Idealized diagrams depicting a full bench road (all material
endhauled - no sidecasting) (top); a partial bench road
(with both cut and sidecast)(center); and a full fill road
(no -cut all fill placed and compacted in shallow
layers)(bottom).
pg.# 52
TYPICAL CULVERT INSTALLATION FOR LOGGING ROADS
4" layer
of 314" base rock
•
• - (V -fes
Rock `' ^ "
pti
Armor
Culvert installation on a low grade Class 11
(non fish bearing) watercourse. Culvert Is
set slightly into the original streambed and
inlet is armored to prevent erosion. Roadbed
dips into and out of the stream crossing
and trash rack (not visible) has been
installed just upstream from the culvert inlet.
Seeded &
Mulched
SIDE VIEW OF
TYPICAL CULVERT
INSTALLATION
Culverts and flumes carry high velocity
stream flow and outlet areas often need to
be protected against erosion by the use of
rock riprap.
The following specifications will apply to haul road construction on
Tucker Frase property:
a. Where a road section which is greater than 100 feet in length crosses slopes
greater than 65%, placement of fill is prohibited and placement of sidecast shall
be minimized to the degree feasible.
b. On slopes greater than 50%, where the length of road section is greater than
100 ft, and the road is more than 15 ft. wide (as measured from the base of the
cut slope to the outside of the berm or shoulder of the road) and the fill is more
than 4 ft_ in vertical height at the road shoulder for the entire 100 feet, the road
shall be constructed on a bench that is excavated at the proposed toe of the
compacted fill and the fill shall be compacted.
c. Roads shall he constructed so no break in grade, other than that needed to drain
the fill, shall occur on through fill; breaks in grade shall be above or below the
through fill, as appropriate. Where conditions do not allow the grade to break as
required, through fills must be adequately protected by additional drainage
structures or facilities.
d. Through fills shall be constructed in approximately one foot lifts.
e. On slopes greater than 35 percent, the organic layer of the soil shall be
substantially disturbed or removed prior to fill placement. An exception may be
proposed by the contractor where it is justified that the fill will be stabilized.
f. Excess material from road construction and reconstruction shall be deposited
and stabilized in a manner or in areas where downstream beneficial uses of
water will not be adversely affected.
g. Drainage structures and facilities shall be of sufficient size, number and location
to carry runoff water off of roadbeds, landings and fill slopes. Drainage
structures or facilities shall be installed so as to minimize erosion, to ensure
proper functioning, and to maintain or restore the natural drainage pattern.
Permanent watercourse crossings and associated fills and approaches shall be
constructed where feasible to prevent diversion of stream overflow down the
road and to minimize fill erosion should the drainage structure become
plugged.
h. Where there is evidence that soil and ether debris is likely to significantly
reduce culvert capacity below design flow, oversize culverts, trash racks, or
similar devices shall be installed in a manner that minimizes culvert blockage.
1. Waste organic material, such as uprooted stumps, cull fogs, accumulations of
limbs and branches, and unmerchantable trees, shall not be buried in road fills.
Wood debris or cull logs and chunks may be placed and stabilized at the toe of
fills to restrain excavated soil from moving downslope.
Tepee Pa* FMP 5 4
j. Logging roads shall be constructed without overhanging banks.
k. Any tree over 12 in. d.b.h. with more than 25% of the root surface exposed by
road construction, shall be felled concurrently with the timber operations.
1. Sidecast or fill material extending more than 20 ft. in slope distance from the
outside edge of the roadbed which has access to a watercourse or lake which is
protected by a WPZ shall be seeded, planted, mulched, removed, or treated as
specified in the management plan, to adequately reduce soil erosion.
m. All culverts at watercourse crossings in which water is flowing at the time of
installation shall be installed with their necessary protective structures
concurrently with the fill, construction and reconstruction of logging roads. Other
permanent drainage structures shall be installed no later than October 15. For
construction and reconstruction of roads after October 15, drainage structures
shall be installed concurrently with the activity.
n. Drainage structures and drainage facilities on logging roads shall not discharge
on erodible fill or other erodible material unless suitable energy dissipaters are
used
o. Where roads do not have permanent and adequate drainage, the waterbreak
specifications on page 62 shall be followed.
p. Drainage facilities shall be in place and functional by October 15. An exception
is that waterbreaks do not need to be constructed on roads in use after October
15 provided that all such waterbreaks are installed prior to the start of rain that
generates overland flow.
q. No road construction shall occur under saturated soil conditions (as defined on
page 40), except that construction may occur on isolated wet spots arising from
localized ground water such as springs, provided measures are taken to
prevent material from significantly damaging water quality.
r. Road construction not completed before October 15 shall be drained by
outsloping, waterbreaks and/or cross -draining before the beginning of the
winter period. If road construction does take place after October 15, roads shall
be adequately drained concurrent with construction operations.
s. During the winter period if seasonal seeps result in portions of a haul road
becoming unstable, the forester shall be contacted to conduct an on site
inspection. If it is of minor extent, that portion will be surfaced with rock in
depth and quantity sufficient to maintain a stable road surface throughout the
period of use. If the seep is of more serious nature, activity shall be suspended
until a culvert is properly installed so the water can be adequately passed
below the road.
Tepee Park FMP
55
t. Slash and other debris from road construction shall not be bunched against
residual trees which are required for silvicultural or wildlife purposes, nor shall it
be placed in locations where it could be discharged into a watercourse.
u. Road construction activities in the WPZ, except for stream crossings or as
specified in the FMP, shall be prohibited.
v. Where culverts have been installed over a class l (Perennial Stream)a gravel
base (minimum 4") shall be installed on road surfaces for a minimum of 35 feet
each side of culvert. Other crossing over class 11 watercourses may also require
a similar treatment .
w. On steep slopes over 50% with grass or non -tree vegetation where road
construction is required, the use of hand dug intercept ditches shall be
considered as a possibility for minimizing the loading of the slope to reduce the
potential for road slippage or cut bank failure. Typically, these intercept ditches
are located 20 feet to 50 feet above the cut bank and fun on the contour to an
area of natural drainage. (See Page 58 Examples of Hand Dug Intercept
Ditches.).
Tepee Park FMP
55
1
1
1
1
1
1
1
Revegetation Method:
Road cuts and fills within 200 feet of a perennial watercourse will be seeded with the
following seed mixture and the rate of 30 Ib./ac., (broadcast), fertilized at a rate of 150
lb. /ac. (16-20-0 Ammonium Phosphate Sulfate) and mulched with straw at a rate of
1.5 to 2 tons/ac.
6# Mountain Brame
2# Creeping Red Clover
6# Slender Wheat
4# Timothy
10# Winter Wheat
2# Alsike clover .
30 # total
20.0%
6.7%
20.0%
13.3%
33.3%
6.7%
100%
During the fall of 1994 several trial areas were seeded with erosion mix purchased at
the Silt feed store and covered with straw mulch. These were areas along the
U.S.F.S. access road that is being replaced as well as disturbed areas adjacent to the
existing road through the Tucker Frase Parcel.
These were inspected during the summer of 1995 by both the U.S.F.S. representative
Cindy Hockelberg as well as Tim Moore, Engineer for the City of Rifle. It was observed
that the grass and vegetation mix has emerged through the mulch in a very successful
and effective manner to revegetate the ground and provide excellent cover from
erosion.
Tepee Park FMP
57
EXAMPLES OF HAND DUG
INTERECPTOR DITCHES
Grass covered slopes & meadows
PLANAMETRiC DIAGRAM OF HAND DUG INTERCEPTOR DITCH
Slopes with medium vegetation and brush
1
1
1
PHOTOS OF VARIOUS TEPEE PARK DRAINAGES
DRAINAGE FORMED FROM MINOR SEEP IN WET AREA
ROCKY
MID -SLOPE
DRAINAGE
SMALL
DRAINAGE IN
FLAT GRASSY
MEADOW
pg.# 59
Seeded and
Mulched
SIDE VIEW OF
TYPICAL CULVERT
INSTALLATION
TOP VIEW OF
EROSION CONTROL
MEASURES
DIAGRAM FOR
INSTALLATION
OF CULVERT
(not to scale)
35
---- 4" LAYER OF 3f4" BASE ROCK
0
CL
th
This diagram is an approximate representation of ail features.
The accuracy of boundaries and scale are reliable but not guaranteed.
` fir- rrr111M1r` - - -
Lucy sines Maps 1996
TYPICAL ROAD SECTION FOR LOGGING ROADS
SIDE VIEW
NATURAL GRADE
IF> 50% THEN ON-SITE
CONSTRUCTIN REVIEW
WILL BE REQUIRED
CUT SLOPES
10' MAX. IN DORMANT
LANDSLIDE COMPLEX 10
20' MAX. IN ALL OTHER
AREAS
FILL TO BE COMPACTED TO 95%
STANDARD PROCTOR
DRAINAGE PIPES EVERY 300' MIN. & AT ALL
NATURAL DRAINAGES
FILL SLOPES
15' 15' MAX. IN DORMANT LANDSL
25' MAX. IN ALL OTHER AREA
CLASS 6 ABC REQUIRED 35' IN AND OUT OF ALL
NATURAL DRAINAGES
RIPRAP AND SLOPE PROTECTION AT ALL NEW
DRAINAGE LOCATIONS
i
ri IIA 'WM Aim Eme, .rj
BENCHING SHALL BE REQUIRED
WHERE NATURAL SLOPES EXCEED 20%
1
Soil Stabilization Measures
1. All waterbreaks shall be installed no later than October 15 of the current year of
timber operations
2. Waterbreaks shall be constructed immediately upon the conclusion of the use of the
tractor roads, roads, and landings which do not have permanent and adequate
drainage facilities (rolling dips) or drainage structures(culverts)
3. Waterbreaks shall be maintained during the entire period of timber operations and
shall be constructed and maintained in effective working condition to provide erosion
protection for at least 1 year following the completion of harvest activities.
4. Waterbreaks shall be located to allow water to be discharged into some form of
vegetative cover, slash, rocks or less erodible material and shall be constructed to
provide for unrestricted discharge at the lower end of the waterbreak so that water will
be discharged and spread in such a manner that erosion shall be minimized
5. Waterbreaks shall be cut diagonally a minimum of 6 inches into the firm roadbed or
skid trail and shall have a continuous firm embankment of at least 6 inches in height at
the lower edge of the waterbreak cut.
Distances between waterbreaks shall be based on the Erosion Hazard Rating (EHR)
of low, moderate, high or extreme (see Erosion Hazard Rating Map page 63).
% gradient
10 or less
11-25
26-50
over 50%
Low
300
200
150
100
Moderate High Extreme
200
150
100
75
150
100
75
50
100
75
50
50
Tepee Park FMA
62
TEPEE PARI{ FOREST MANAC,�EMENT PLAN
Af '-,�,== fial 7-= l: EG E NI Wyk = W ar;10"
Seasonal: i„ I Nil.
(USFS Special Rd,
Ferrell Required)
Seasonal:
Seasonal
Reconslructionn ,..M..��..ur
Road to be
Abandoned: x x x x x
Catch Basin:
EHR, ROADS &
WATERCOURSES MAP
NOMMuMANN .PEAK
&PRISM 7 5 Milt:
USGS Quedraniges"
(75°%Reduced)
Sections 34 & 31 - T7S R93W
Sedans 15,22, 23,
24,25,26,27,35&36 -VS RCM
Sections 5, 5, 7 & 8 - TSS 1193W
4d Calcur I�ervaI
ALi wilhr tltieBiPr�dplEMerkdan
Gar5efdcaunty
4,464FNP Acres
.c .
`Ths map is an approx mate representation of ail features.
-The accuracy of topography, boundaries and scale are reliable but nat_aquaranteed.
A
Winter Operating Period -October 15 to April 15
The use of tractors and other equipment over snow covered and frozen ground
precludes compaction and lessens soil disturbance. The flatter area around Teepee
Park can be harvested during the early winter depending on snow depth.
Winter operations on landings and roads will comply with the following
requirements:
1. Log loading and reconstruction of landings shall be done only during periods when
soils are not saturated , Yarding and log loading will be allowed when the ground
is covered with snow or is frozen.
Saturated conditions are defined as:
(a) Soil moisture conditions that result in Toss of traction by equipment used in
used in ground skidding operations, as indicated by increased spinning or
churning of wheels or tracks when compared to normal dry season performance;
or adequate traction can not be achieved without blading wet soil off skid trails.
(b) Soil moisture conditions that result in loss of road surface, puddling of fine
materials on the road surface by trucks or other equipment, and which could
adversely effect the beneficial uses of water.
2. Erosion control structures shall be installed on all constructed landings, skid trails.
and tractor roads prior to the end of the day if the U.S. Weather Service forecast is
a "Chance" (30% or more) of rain before the next day, and prior to weekend or
other shut down periods.
3. The constructing or reconstruction of roads shall be confined to periods of dry
weather when soils are not saturated (as defined in #1 above).
4. Log landings shall be sloped and ditched to prevent water from accumulating on
the landings. Discharge points shall be located and designed to reduce erosion.
5. Use of haul roads shall be confined to periods when the road surface is not
saturated (as defined in #1 above).
6. On a case by case basis and when approved by the City Hydrologist, State
Forester, ground based yarding equipment may be allowed within the EEZ , when
the ground is covered with 24 inches or more of unpacked snow and slopes are
less than 20%. However, no equipment will be allowed within the WPZ.
Tepee Park FMP
64
D. Watercourse Protective Zones And Measures
The property encompasses the upper portion of the Beaver Creek, West Mamm Creek
and Porcupine Creek drainages and a small portion of the Spruce Creek drainage.
Those stands which are to be harvested in the Spruce Creek area will be helicopter
yarded.
Porcupine Creek is a perennial watercourse with considerable down timber in the
channel and along its banks. The majority of the timber will be flown out of the
drainage by either helicopter or skyline (cable).
The Beaver Creek drainage is comprised of two perennial watercourses: Teepee
Creek and Beaver Creek. Teepee Creek flows from the west and joins Beaver
Creek towards the north end of the property. This drainage is in proper functioning
condition. The banks show a high degree of stability with excellent plant community
development. The overstory is predominantly spruce with fir and aspen. The
understory is composed primarily of brush species such as currant and wood rose,
grasses and forbs with some conifer seedlings and advanced regeneration. The
channels vary from 3 feet wide to up to 10 feet wide and portions of Teepee Creek
have channels to 10 feet deep. There are many down logs in and across the channels.
There is some braiding in the meadow areas.
West Mamm Creek is a perennial watercourse but is very unstable due to its
topography and geology. The upper portions of the drainage are nearly vertical with
virtually no canopy to dispel the erosive energy of thunder storms. There is no ground
cover or duff to help contain the sudden down -pours of summer and fall. Consequently
the channel may be up to 40 feet wide in areas with much down timber along its
banks. Portions of the area have been subject to mud slides or avalanches in the past.
The water is cloudy much of the year due to the high amount of silt it contains.
It has become common practice by states where timber harvesting is regulated by law
to establish protective zones along the watercourses in areas where timber harvesting
operations will occur. These zones are referred to as Watercourse Protection
Zones (WPZ) and Equipment Exclusion Zones (EEZ).
WPZs assures that the integrity of the riparian zone will be maintained. The lack of
harvesting will protect the zone from any soil disturbance as a result of timber falling or
skidding as well as loss of overstory that may raise water temperature. The zone
insures that riparian vegetation in conjunction with the watercourse itself will continue
operate in a proper functioning condition.
EEZs, which may vary in width, generally exclude equipment from operating within
their zones thus protecting soil and vegetation from disturbance from machinery. EEZs
may be employed to protect features other than watercourses such as archaeological
sites or underground utility lines or pipes.
Tepee Park FMP
65
The foresters for Tucker & Frase in conjunction with the Colorado State Forest Service
and the Hydrologist for the City of Rifle require that the following watercourse
protective measures be implemented:
WATERCOURSE
TYPE
PROTECTION MEASURES
Perennial
Class 1
Ephemeral
(Seasonal )
Class 1 and 11
Along both sides of perennial watercourse there will be no
harvesting within 25 feet as measured horizontally from the
top of the bank of the watercourse.
In addition, along both sides of ephemeral watercourses there
will be an Equipment Exclusion Zone (EEZ)* for a
distance of 100 feet as measured horizontally from the top of
the bank of the watercourse.
Along both sides of ephemeral watercourse there will be an
Equipment Exclusion Zone (EEZ)* for 50 feet as
measured horizontally from the top of the bank of the
watercourse.
*EEZ: No heavy equipment will only be allowed within the zone except at
designated road crossings or along roads located within the zone. Trees harvested
outside the WPZ but within the EEZ will be felled to lead, away from the
watercourse and end -lined out of the EEZ.
The protective zones will be delineated with paint and flagging by a Tucker and Frase
forester.
Tepee Park PMP
66
DIAGRAMS OF EQUIPMENT EXCLUSION ZONE (EEZ)
AND WATERCOURSE PROTECTION ZONE (WPZ)
PERENIAL
STREAMS
TOP OF
BANK
WPZ: NO HARVESTING ALLOWED;
NO TREES WILL BE CUT
EEZ: NO GROUND BASED
YARDING EQUIPMENT ALLOWED
EXCEPT ON ROADS OR CROSSINGS
WPZ 25'
INTERMITTENT WATER
COURSES WITH WELL
DEFINED CHANNELS
(Seasonal or Ephemeral)
TOP OF
BANK
Special Measures For Protection of Beaver Creek Water
Quality
Due to the domestic use of Beaver Creek special measures will be
required to protect Beaver Creek.
On slopes over 30% along Beaver Creek and Teepee Creek any exposed
soil due to end -lining a log or a tum of logs that is within 50 feet of the
top of the bank of Beaver Creek or Teepee Creek the exposed soil shall
be treated for reduction erosion the following will be required:
• Treatment shall be by spreading slash or straw to a minimum depth
of 4" over 85% of the exposed area with sufficient contact to the
ground to help in the reduction or elimination of soil movement.
• An additional treatment shall be to install hand dug waterbreaks to
comply with requirements of the Soil Stabilization Measures on page
62. These will be placed in such a manner that water that may have
channeled down the depression or disturbances will be instead
diverted to areas of vegetation.
• Treatment shall be done as soon after the completion of log removal
in the area as possible and no later that the end of the week of
occurrence.
Tepee Park FMP
68
E. Snag Retention
Within the harvest area all snags shall be retained to provide wildlife habitat except as
follows:
• Snags over 20 ft. in height and 16 in. dbh shall be felled in the following
locations:
1. Within 100 ft. of main ridge tops that are suitable for fire suppression
and delineated on a THP map.
2. For hazard reduction within 100 feet of all public easements,
permanent roads, seasonal roads, landings.
• Where federal and state safety laws and regulations require the felling of
snags.
• Merchantable snags in any location as provided for in the plan, or
■ Snags whose falling is required for insect or disease control.
Tepee Park FMP 6 9
F. Fire Safety
All sub -contractors) will be responsible for fire safety of his crew and equipment while
operating on Tucker-Frase lands. The contractor(s) working on the property will be
required to submit a fire plan to the Garfield County Sheriff when operating during fire
season.
During the fire season every contractor shall have a fire prevention and control plan for
prevention and suppression of fires in logging areas and shall observe the following
fire prevention rules:
1 . The contractor will prepare and file with the Garfield County Sheriff a Fire
Suppression Resource Inventory that shall include, as a minimum, the following
information:
a. Name, address and 24-hour telephone number of an individual and an
alternate who has authority to respond to the Sheriff's Department requests for
resources to suppress fires.
Number of individuals available for fire fighting duty and their skills.
b.
c. Equipment available for fire fighting.
The Fire Suppression Resource Inventory shall be submitted to the headquarters
office of the department having jurisdiction for the timber operation.
2. Timber operators shall keep all fogging truck roads in a passable condition
during the dry season for fire truck travel until snag and slash disposal has been
completed.
3. Subject to any law or ordinance prohibiting or otherwise regulating smoking,
smoking by persons engaged in timber operations shall be limited to occasions
where they are not moving about and are confined to cleared landings and areas
of bare soil at least three feet in diameter. Burning material shall be extinguished
in such areas of bare soil before discarding. The timber operator shall specify
procedures to guide actions of his employees or other persons in his or her
employment consistent with this requirement.
4. During the period when burning permits are required, all tail and side blocks on a
cable setting shall be located in the center of an area that is either cleared to
mineral soil or covered with a fireproof blanket that is at least 15 ft. in diameter. A
shovel and an operational full five -gallon back pump or a fire extinguisher
bearing a label showing at least a 4A rating must be located within 25 feet of
each such block before yarding.
Tepee Park FMP
70
5. Subject to any law or ordinance regulating or prohibiting fires, warming fires or
other fires used for the comfort or convenience of employees or other persons
engaged in timber operations shall be limited to the following condition:
a. There shall be a clearance of 10 feet or rnore from the perimeter of such fires
and flammable vegetation or other substances conducive to the spread of fire.
b. Warming fire shall be built in a depression in the soil to hold the ash created by
such fires.
c. The timber operator shall establish procedures to guide actions of his
employees or other persons in their employment regarding the setting,
maintenance, or use of such fires that are consistent with (a) and (b) of this
subsection.
6. Timber operators shall provide for a diligent fire watch service at the scene of any
blasting or welding operations conducted on their logging areas to prevent and
extinguish fires resulting from such operations.
7. The timber operator or his or her agent shall conduct a diligent aerial or ground
inspection within the first two hours after cessation of felling, yarding, or loading
operations each day during the dry period when fire is likely to spread. The
person conducting the inspection shall have adequate communication available
for prompt reporting of any fire that may be detected.
8. A brightly colored fire tool box will he required to be on each work site while work
is being performed. This fire tool box will contain sufficient tools to equip ail
persons engaged in Contractor's operation. Fire tools shall be used only for
suppressing wildfires. Tools shall be stored in fireboxes provided by the
Contractor and readily available to employees. Each tool box shall be marked,
"Tools for Fire Only." The County Sheriff or other County approved designee will
inspect the fire tool box and then seal the box.
9.The contractor shall be required to have a water truck or pumper of a minimum
capacity of 150 gallons of water on site during periods when the fire danger is
high or above as forecast by the USFS Rifle Ranger District. The truck or pumper
must be in good working order and capable of supporting an initial attack on a fire
as a result of the operation, fire entries from adjoining properties or natural
causes.
Minimum pump capacity: 90-100 gallons/min. @ 100 psi
Minimum hose capacity: 1000 feet of 1.5 inch single-jacket/cotton
10. The Contractor shall be required to clean belly pans on bulldozers, skidders and
loaders frequently and to make frequent inspections of exhaust systems on every
piece of mechanized equipment for leaks and/or limbs or leaves jammed on or
near them.
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71
11. The Contractor shall furnish the following:
Vehicle/Equipment
Fire fighting tools required in or near equipment
personal vehicles
trucks, graders, and
tractors
one size "0" shovel (38-1/2" handle minimum) or larger,
and one ax, or pulaski with 28" handle or larger, and one
5 DC or larger rated pressurized fire extinguisher for each.
Additionally, company pickups or crew vehicles to be
equipped with one backpack pump each.
welder
one size "0" shovel and one backpack pump
gasoline power tools
(chainsaw, soil auger.
etc.)
one shovel (38-1/2" handle minimum) and one 8 -ounce or
larger BC rated chemical -pressurized fire extinguisher*
* The fire extinguisher will be located within 10 feet of the operating chainsaw,
power auger or welder,
12. All internal combustion power equipment used by the Contractor on the project
shall be equipped with an approved spark arrester. They shall be cleaned
regularly and maintained in satisfactory working condition. Spark arresters must
comply with all State and Federal fire requirements. The following are exempt
from the requirements of the rule:
a. Turbo -charged internal combustion engines in which 100 percent of the
exhaust gasses pass through a turbo -charger;
b. Engines of passenger carrying vehicles and light trucks equipped with a muffler
with baffles that are kept in good repair (glass packs are not an approved
muffler for wildland work)
c. Water pumping equipment used in firefighting.
Tepee Park FMP 72
G. Fuels Reduction
The concentration of fuels in the form of logging slash is a major problem in harvest
operations. In an effort to reduce the slash and minimize the fire danger the following
practices will required:
1. Limbs will be removed on all harvest trees to the point on the bole where the
diameter is 4 inches or less,
2. Limbs 4 inches or more in diameter will be lopped to within 3D inches of the
ground; within 300 feet of haul roads and landings and 100 feet of secondary
�:. roads and the Beaver Creek Trail (a public easement) they will be lopped to
within 18 inches of the ground .
'[1-111
3. All merchantable culls will be removed from the harvest area if
there is an economy of removal and an environmental benefit.
H. Administration
The administration of the operation will be under the supervision of a Tucker and
Frase forester. This includes the following:
• All marking of the conifer stands.
• The flagging and marking of the Watercourse Protection Zones (W PZ) and the
Equipment Exclusion Zones (EEZ)
• The final layouts of haul roads, cable roads (corridors), yarder sets and the
landings will be flagged in conjunction with the Contractor's representative.
• Any necessary skid trail crossings will be flagged by the forester in conjunction
with the Contractor's representative.
The monitoring of the road construction, falling, skidding, yarding and hauling
operations as needed throughout the life of the operation.
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73
IX. Affected Environment
A, Wildlife and Fisheries
The timber harvest is expected to increase forage for deer and elk. The regeneration
cuts are expected to increase forage to 400 pounds per acre within the aspen stands.
The selective harvest within the spruce -fir stands is expected to increase forage by as
much as 500% with an increase of 30% in deer use.
The operation will aid in the reduction of the barriers that exist in the over -mature
stands of conifer and aspen. The harvest will tend to break up these barriers. As
skidders and dozers yard logs out of the stands they will tend to crush some of the
smaller timber, the partially rotten timber and break up piles of larger material.
Recently fallen timber that has salvage value will be removed from the woods.
Snags which are not necessary to fall for safety reasons will continue to provide
habitat for cavity nesters. An increase in openings and vertical diversity will meet the
optimum cover and nesting requirements of many birds such as the Warbling Vireo
and MacGillivary's Warbler that need mixed structural stages of aspen.
There will be some loss or impact upon the habitat value for certain species such as
the foss of tree cover in the thicker conifer pockets and noise from human activities.
The magnitude of these impacts are predicted to be generally low and temporary
while harvesting operations are occurring and is not expected to result in significant
decreases in species populations.
In contrast to the impacts, the harvesting will maintain some important wildlife habitat
characteristics:
• Leave a combination of multi -layered canopy with seedlings, intermediates,
dominants, codominants and a few predominants for diversity and mixed habitat
structure.
• Retention of snags for cavity nesting species and standing green culls for the
wildlife resource
• Leave openings for improved growth within previously decadent stands.
• Provide continuing cover and protection for other species using the forest.
• Provide protection to the watercourses and wet areas which will protect the
function of these riparian zones for migration and dispersal of wildlife.
• Maintain brush species for browse animals and cover protection.
• Retain hardwood species within and out of riparian zones to provide roost
structures for bird species and forage for other mammals.
Tepee Park FMP
74
Road construction and heavy use will adversely impact elk. This will be mitigated
during the harvest operation by preserving travel corridors and concealment cover.
Only one drainage at a time will be operational which will further mitigate any
disruption the harvest may do to the elk herd. Upon the conclusion of harvest
operations temporary roads will be put to bed and permanent roads will be gated and
closed to public travel. Roads will not be open to the general public during logging
activities.
There exists within the surrounding area dense forest stands on the Bureau of Land
Management and the U. S. Forest Service that will continue to provide additional
suitable habitat. These thousands of acres of public lands will further mitigate any loss
in habitat.
B. Soli
The primary factors influencing soil productivity are organic matter loss, surface soil
loss, soil compaction, and growing space loss. Soil compaction and growing space
loss will be virtually zero within the helicopter yarding units. Within the cable units soil
compaction and growing area loss due to operation of heavy equipment on growing
sites is very low. Proper layout and preflagging of skid trails greatly reduces
compaction from operations. The most sensitive sites, along riparian zones in Beaver
and Teepee Creek are to be yarded over snow or when the ground is frozen.
Nutrient Toss from bole removal should not be significant. Most of the nutrients are
concentrated in the forest floor and topsoil and decrease with depth . Nutrients are
also in the foliage of the existing vegetation of the understory. Nutrients taken up by
trees from the soil and forest floor accumulate in the leaves, limbs, trunk, and roots of
the tree. Tree trunks usually contain lower concentrations of nutrients than do other
parts of the tree and the forest floor. Consequently, removing the trunk has the least
effect on soil fertility available to the site. Soil fertility it is not likely to be affected by the
proposed operation.
Road construction is generally through soils with moderate to moderately rapid
permeability. Proper road design and mulching and seeding cuts and fills will greatly
lessen the sedimentation produced from the new roads. Sedimentation will be further
mitigated by the use of the aforementioned Soil Sedimentation Measures on skid
trails.
Tepee Park FMP
75
C. Water
The beneficial uses of the watercourses include domestic use, fish and non -fish
aquatic species habitat, wildlife habitat, limited recreational uses, and aesthetics.
The Watercourse Protection Zone (WPZ) is essentially a "no -touch zone."
There will be no ground based equipment allowed within it and no trees to be
removed from it. There is added protection afforded by the Equipment Exclusion Zone
(EEZ) where no ground based equipment will be allowed but selective harvesting will
occur. The timber removed will be directional felled away from the streamcourse and
yarded by helicopter, cable or endlined out of the EEZ with tractor.
Both Beaver Creek and Teepee Creek will have special protective
measures to preserve water quality. Any exposed soil within 50 feet of the top
of stream bank on slopes over 30% will be mulched with straw or slash and have
hand -dug waterbars installed.
An added benefit is the relocation of the steepest portion of the Beaver Creek Road
that is also within the riparian zone. This will greatly reduce the potential for
sedimentation into Beaver Creek and thus into the Rifle water treatment plant
downstream.
Based on current conditions and knowledge of the impacts of similar past projects,
proposed treatments and protective measures under this plan should provide
adequate mitigation and are not expected to adversely affect the following:
• sediment load
■ change the water temperature
■ increase the amount of organic debris
• disturb the chemical composition
• increase volume at peak flow for the existing stream conditions within this
watershed.
Tepee Park FMP
76
D. Recreation and Visual Resources
The surrounding USFS lands provide for various types recreational opportunities such
as horseback riding, mountain bike riding, and hunting. There are no organized
recreational facilities on surrounding lands. The Tuoker-Frase property is not open to
the public but horsemen and hikers are allowed to use the road along Beaver Creek
through Teepee Park to pack trails over Battlement Mesa and USFS land to the south.
The alteration of the viewshed will be mainly in the Teepee Park area as 60% of the
harvest will be in this drainage. From 1-70 a small portion of the operation may be
visible but the distance is over 6 miles and the visible portion will be mainly helicopter
yarded. Because of the distance, height and angle from the highway in combination
with the variation in silviculture and its resultant mosaic of leave stands the changes
will not be noticeable to the casual observer. There will be no regeneration cuts visible
from 1-70.
These impacts have been mitigated by the following:
• Use of Watercourse Protection Zones and Equipment Exclusion
Zones leaving 100% of the vegetation along the perennial creeks and
keeping equipment away from all riparian zones.
• Marking the stands in such a manner that a multi -tiered stand is retained
with wildlife travel corridors left intact.
• Returning degenerating aspen stands to subclimax conditions thus
retaining the colorful aspen component which is so associated with Colorado
fo rests.
• Completing the harvest within the each drainage over a relatively short
time frame will concentrate timber operations, allowing access to the higher
elevation areas in the early summer and the fall when use of those areas is
fight. Lower elevation areas can be harvested during the early winter when
use is minimal. This will lessen the disturbance from the operation to wildlife.
• Reducing the fire danger to the watershed by removing dead and dying
timber, returning the stand to a more productive, younger successional stage,
installing a road system whereby wildfires can be fought successfully and
safely. A wildfire would be catastrophic to the view shed.
These mitigations will greatly minimize the effects of the timber harvest with respect to
visuals and recreational uses. The silviculture will leave a considerable amount of
stand structure in a variety of age and size classes over the majority of the area. In
addition, this surrounding area is publicly -owned and may never be heavily harvested
which would further dilute the effects of the proposed harvest.
Recreational uses such as hunting elk and deer will likely be improved within the
harvest area.
Tepee Park FN!P
77
E. Endangered Species
A preliminary draft report was prepared by Biologist Kim Potter of Rifle for the Special
Use Road Permit along Beaver Creek. In that report she stated "No critical habitat for
any Federally listed threatened or endangered species is known to occur within the
White River National Forest."
There are two sensitive species known that could be in the area. The Northern
Goshawk, Accipiter gentilis, has been documented on West Mamm Creek. The
Flammulated owl, Otis flammeolus, has been documented in the Rifle Ranger district
on Mamm Creek. There is habitat for both these species in the management area. Ms
Potter further reports; "The project may adversely impact individuals, but is not
likely to result in a loss of viability on the planning area, nor cause a
trend to federal listing or a loss of species viability rangewide."
A biological survey of the project area was conducted in July thruough October of
1995 with no findings of rare,endangered, or species of special concern.
If during any activity of the harvest plan any new evidence of rare, endangered, or
species of special concern is discovered, activities will stop in those areas until further
investigation can be conducted and adequate protection measures as suggested by
wildlife biologists or mandated by law will be implemented.
F. Cultural Resources
The only known cultural resources are two cabins located on the property. One is in
Teepee Park. The other is on the west side of the property in the Porcupine Creek
drainage. Neither of these will be disturbed by the operations.
There may be historic aspen carvings in the area. Any of these discovered during the
marking phase of the operation will be documented with photos.
Tepee Park FMP
78
Property / FMP
Boundary:
21,‘ "'•itk.•-• --044, A
• °.4P:45,' °,'A -40
Permanent:
(Interstate. 70)
Permanent:
-,•.,..
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s.,
MTA •-/`1-11S,
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twAlftry , ,,.11‘)
i
#
TA.
i's(•••• _____
.e, .,-- /---•-,;:t.------,
i/---tr-7.7-_-_,.'1,-,n4.-7---
'. ,.......,;____,..z_
--‘--•
-"....-",7, • ,,,,
_.„..,,
Seasonal: 1•1.66.....=.1.1=MIMIIISIM
(Reconstruction)
Road to be
Abandoned:
Seasonal:
Seasonal:
vi:
6S
17
(USFS Special Road
Permit Required)
Road(s) to be
used as
Haul Route:
AUL ROUTE
MAP
, - . .
,------. e
viiiiit Yife - - ' ./ 1 1,e.,0.• -w -i%&,- I; , i , ,
flTREQULRED
tl..
.7. -...:-._.:. m,•\..‘,..44,411;-,,,,,,,„....„,,,,,,-----,...7.1.71)W:1L-F5T.,
V. '60
It%
L.
riA6'4.4"
IIIVI
Itm
(75%Rix
Sections 30 & 31 - T7 S R93W
Sews 15,22, 23,
24. 25, 26, 27, 35 & 36 - 17S R94V/
Sections 5, 6,7 & 8 - T8S R93W
ALL the 6th Primip1e Meridian
Garfield Coe*
4464 RAP Acres
4Ct Callous Interval
PRI
pg.# 79
G. Traffic and Haul Routes
Log trucks will head north along the Beaver Creek Rd to the Rifle-Rulison Rd. (County
Road 320) easterly to Centennial Ave to Taugenbaugh Rd and 1-70 (see Haul Route
map, page 79). An alternative route, westerly along Road 320 to Rulison, would result
in less direct impact upon homeowners along the route, but is considerably longer and
would require much more maintenance of the County roads and is not likely.
• Trucking is expected to average 10 to 12 loads per day during the working
season. Logging operations will likely generate as many as 6 round-trip vehicle
trips daily for transportation of crews and supplies.
• There is potential for conflicts with existing traffic. Generally the most conflict
would occur during peak hours of use: citizens traveling to and from their jobs
and transporting children to and from school.
• There is also potential for conflict with traffic exiting and entering 1-70 particularly
due to expanded services that have been recently built.
Vehicle traffic will be scheduled to assure that trucks are not hauling during times
when children are boarding school buses or at other times deemed unsafe by the
County or City. Trucks normally will leave early in the morning and return in late
afternoon or the next morning. Tucker and Frase will work with the County and City to
develop adequate scheduling of truck traffic.
King Lloyd, County Engineer, was contacted. He said he would have more input when
the project was further along. He did not feel that there was anything unusual about
the operation that could not be mitigated prior to final approval.
The noise from the 10 to 12 trips per day by log trucks through town can be mitigated
by lower speeds and common courtesy by drivers. This route is commonly and
frequently used by mining companies transporting heavy exploration and drilling
equipment, personnel and supplies. Previous experience shows that much more
onerous and potentially serious traffic conditions can be accomodated by the city and
county. In the recent past it was necessary that trucks traverse the heart of the city day
and night, seven days a week, in order to remove radioactive waste products.
Surfaced Roads
Log truck traffic will cause some damage to the roads leading to the work areas.
Tucker and Frase is prepared to do improvement work before hauling begins, and
to help maintain County and private roads while hauling is occurring. When the
timber harvest is complete, the applicant will undertake such remedial work on the
haul roads as is necessary to ensure that the roads are in at least as good after the
project is complete as they were before the it started. The landowner wishes to be
a "good neighbor" and does not want the condition of roads to the work areas to
become a divisive issue in the community.
Tepee Park PMP 8 0
Tucker and Frase understands that Garfield County closes county roads to heavy
traffic during spring breakup, which usually occurs by June. This should not have a
significant impact upon logging operations, because it is usually not possible to
work in the high country because of snow and mud during that period.
Unsurfaced County and Private Roads
Traffic on the gravel roads will generate dust. The landowner is prepared to apply
dust control agents (such as magnesium chloride) to county roads where dust is an
issue for adjoining owners and users, and to all haul roads that pass within 500' of
an occupied residence, on an as needed basis beginning with the first timber
harvest and continuing until harvest operations cease. Water Trucks will be
required to be available as needed to water the road system sufficiently to reduce
dust levels during periods of log hauling.
Tepee Park FMP
81
H. Conclusion
It is our conclusion that this forest management plan accurately represents the facts
and situation that were researched, evaluated, and verified in the field. The planned
timber harvest plan can be conducted in a feasible manner as described. With the
mitigations mentioned in the above impacts assessments there will be no significant
cumulative impacts caused by this timber harvest on the concerns listed.
This plan was prepared after consultation with representatives of the following public
agencies or government offices:
Garfield County
City of Rifle
Colorado Forest Service
United States Forest Service
Bureau of Land Management
We have incorporated their recommendations and attempted to address all concerns
that were brought to our attention.
The proposed harvesting is a legitimate use of private forestland and will conform with
the laws of Colorado and Garfield County.
Jeff J. Calvert David E. Levy
Professional Forester Professional Forester
Tepee Park FMP 8 2
X. Other Pertinent Information
Personnel
Estimated total work force includes all personnel that may be working on the project
during the life of the project. However the number of personnel employed at any given
time may fluctuate substantially from the total below. No man -camp for workers will be
allowed on the property.
Crew
Number of People*
• Yarding
• Loading
• Falling
■ Log Truck Drivers
• Marking
■ Road Construction
■ Slashing, piling, etc.
• Administration
6 to 8
1 to 2
3to 5
12 10 15
3 to 4
3 to 4
3 to 4
1 to 2
Total 32 to 44
* includes foremen
Equipment
Log Trucks will be 5 axle with a maximum weight limit of 70,000 pounds.
Hours Of Operation
The hours of operation will be between 6AM and 6PM, Monday through Saturday. This
will fluctuate slightly with the seasons.
Season of Operation
The working season is expected to be from late June or early July until snows prevent
normal winter operations; expected to be in early December.
Tepee Park FMP 83
XI. Bibliography
Alexander, Robert R., 1986, Silvicultural Systems and Cutting Methods for Old -
Growth Spruce -Fir Forests in the Central and Southern Rocky Mountains, General
Technical Bulletin RM -126, U.S. Department of Agriculture, Forest Service
Alexander, Robert R., Chief Siiviculturist, 1987, Ecology, Silviculture and
Management of the Engelmann Spruce -Subalpine Fir Type in the Central and
Southern Rocky Mountains, Handbook # 659, U.S, Department of Agriculture, Forest
Service
Baltzer, Edward M., 1993 Phase 1 Environmental Site Assessment of 1,664 Acres of
Vacant Land in Southern Garfield County, Walsh and Associates, Grand Junction, CO.
Cagney, Jim, 1993 Riparian Area Management, Greenline Riparian -Wetland
Monitoring, Technical Reference 1737-8, U.S. Department of the Interior Bureau of
Land Management
California Dept. of Forestry, 1994, California Forest Practice Rules, Title 14,
California Code of Regulations
Colorado Dept. of Highways, 1978, Erosion Control Manual
Colorado Division of Wildlife, 1987, Managing Forested Lands for Wildlife
Gebhardt, Karl, et al, 1990 Riparian Area Management, Riparian and Wetland
Classification Review., Technical Reference 1737-5, U.S. Department of the interior
Bureau of Land Management
Hoffman, George R. and Alexander, Robert R., 1983, Forest Vegetation of the
White River National Forest in Western Colorado: A Habitat Type Classification,
Research Paper RM -249, U.S. Department of Agriculture, Forest Service
Johnson, William N. & Fifer, R. Scott, Water Quality considerations for Highway
Planning and Construction , 1-70 Vail Colorado, U.S. Forest Service, White River NF
Kinch, Gene, 1989, Riparian Area Management, Grazing Management in Riparian
Areas, Technical Reference 1737-4, U.S. Department of the Interior Bureau of Land
Management
Leonard, Steve, et al, 1992, Riparian Area Management, Procedures for Ecological
Site Inventory -with Special Reference to Riparian -Wetland Sites, Technical Reference
1737-7, U.S. Department of the Interior Bureau of Land Management
Meyers, Lewis H., 1989, Riparian Area Management, Inventory and Monitoring
Riparian Areas, Technical Reference 1737-3, U.S. Department of the Interior Bureau
of Land Management
Tepee Park FMP 8 4
Prichard, Don, et al, 1993, Riparian Area Management, Process for Assessing
Proper Functioning Condition ,Technical Reference 1737-9, U.S. Department of the
Interior Bureau of Land Management
Smith, Bruce, et al, 1992, Riparian Area Management, Management Techniques in
Riparian Areas, Technical Reference 1737-6, U.S. Department of the Interior Bureau
of Land Management
Smith, David; The Practice of Silviculture; seventh edition, 1962
Soil Conservation Service, 1985, Soil Survey of Rifle Area, Colorado, U.S.
Department of Agriculture
Swanston, Douglas N., et al, 1985, Proceedings of a Workshop on Slope Stability:
Problems and Solutions in Forest Management, General Technical Report PNW-189,
U.S. Department of Agriculture, Forest Service
Versar, A & E, Inc., 1991, Phase 1 Site Assessment.' Pure Oil Property, Versar,
Architects & Engineers, Inc., Grand Junction, CO,
White River National Forest, 1990, Land and Resource Management Plan , U.S.
Department of Agriculture, Forest Service
White River National Forest, 1994, Soil and Ecological Land Unit Survey: Holy
Cross Area, Colorado, U.S. Department of Agriculture, Forest Service
1994-96, The Citizen Telegraph, Rifle, Colorado, Community Newspapers of
Colorado
, 1994-96, Glenwood Post, Stauffer Communications Inc.
Tepee Park FMP 8 5