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HomeMy WebLinkAboutR04-091 Purchase Wetland Mitigation Credits Authorizationa1�- 1?4
Commissioner / 1,711,k moved adoption
of the ollowing Resolution:
BOARD OF COUNTY COMMISSIONERS
COUNTY OF EAGLE, STATE OF COLORADO
RESOLUTION NO. 2004- C I 1
AUTHORIZING CHAIRMAN OF THE BOARD OF
COUNTY COMMISSIONERS TO ENTER INTO
AGREEMENT WITH FINGER ROCK PRESERVE, LLC TO PURCHASE WETLAND
MITIGATION CREDITS FOR WETLAND IMPACTS TO THE EAGLE COUNTY
AIRPORT AND TO EXECUTE ALL
DOCUMENTS REQUIRED FOR THE
CLOSING OF TRANSACTION
WHEREAS, Eagle County, Colorado (hereinafter referred to as the County) is a political
subdivision of the State of Colorado; and
WHEREAS, Eagle County is desirous of improving the Eagle County Regional Airport
(hereinafter referred to as the "Airport"); and
WHEREAS, the Federal Aviation Administration (hereinafter referred to as the "FAA")
has grant funds available to assist organizations, such as the County, in helping to improve the
infrastructure at the Airport; and
WHEREAS, the County will apply for funds to assist with matters relating to
improvements to the Airport, such as extending Runway 25; and
WHEREAS, these funds will not be obligated before a FAA grant contract is fully
executed between the County and the FAA; and
WHEREAS, there are wetland impacts associated with the construction of the expanded
runway consisting of 0.60 acres of permanent impact to wetlands associated with Alkali Creek;
and
WHEREAS, it has been determined that onsite wetland mitigation on the airport
property is discouraged, and under certain circumstances, prohibited by the FAA Advisory
Circular 150/5200 -33, as natural areas present potential hazards to aviation because they often
attract hazardous wildlife; and
WHEREAS, the FAA stipulates that there should be specific distances between aircraft
movement areas and wildlife attractants ranging between 5,000 feet and five miles; and
WHEREAS, it has been determined that the only suitable location for wetland creation
ATTEST:
C!!�6t
Clerk to the Board of County
Commissioners
COUNTY OF EAGLE, STATE OF COLORADO
By and Through its BOARD OF COUNTY
COMMISSIONERS
E� itE cam,
4�
Commissioner. ( ;Oe econded adoption of the foregoing Resolution.
having been called, the vote wa as follows:
Commissioner Stone
Commissioner Gallagher
Commissioner Menconi
The roll
This Resolution passed by vote of the Board of County Commissioners of the
County of Eagle, State of Colorado.
G: \WM\Reso for Authorization for Chairmen, Wetland Mitigation for Rehabilitation of Taxiway.DOC
BACKUP FOR INFORMATIONAL PURPOSES
Credit Request Form
Finger Mock Preserve LLC
Submit the completed form to: Ken Jacobson, ATTN: Mitigation Bank Application, Army Corps of
Engineers, 402 Rood Avenuc.,
Grand Junction, CO 81501.
Section 1: Applicant's Information
1 a. Applicant's Name 1 b. Phone Number(s)
Ea le County, Colorado 970 - 328 -8880
lc. Mailing Address Id. City, State, Zip —
P.O. Box 850 Eagle, CO 81631
le. Email Address
rich.cunningham @eaglecounty.us
Section 2: Authorized Agent (if any)
Contact
2a. AAdTA1 s , ame
Rich Cunningham
2b. Phone Number(s)
970 - 328 -8880
2c. Mailing Address 2d. City, State, Zip
P.O. Box 850 Eagle, CO 81631
12e. Email Address ric h. cunningham. eag e county. us
Section 3: Project Location Information
3a. Street address of wetland impact 3b. City, State, Zip
0219 Eldon Wilson Road Gypsum, CO 81631
3c. Map and Lot Number(s) of wetland impact
see attached map
3d. Project name: Eagle County Airport Runway Extension
Section 4: Wetland Mitigation Credit Request
4a. Acres of wetlands to be impacted by project:
acres
4b. How many credits do you want to purchase from Finger Rock Preserve Wetlands Mitigation Bank?
* credits
* equavalent to .4 x 1.5 = .6AC
41. By what date4do you want to purchase the credits (month/day /year)?
/ / 0
Section 5: Required Documentation
Submit photocopies of the following documentation:
Wetland delineation report
U.S. Army Corps of Engineers letter of concurrence for the wetland delineation report
Joint (Fill - Removal) Permit Application
Section 6: Application Verification
1 certify that I am familiar with the infon-nation contai _,ied in the application, and that to the best of my
knowledge and belief, such information is true, complete, and accurate. I understand that if credits are
available from the Bank to service this request, the Bank will reserve those credits for up to 45 calendar
days from the date I am notified of their availability. I understand that if I do not purchase the credits within
that 45 -clay period, the credits will no longer be reserved for me.
Signature of Applicant or Authorized Agent Da
Signature of Applicant or Authorized Agent Date
FOR OTFICL+' U5E ONLY
Date application received (montli /day /year):
Is this project located: within the Finger Rock Preserve Wetlands Plan Boundary I
Wetland type(s) affected* wet prairie' shrub /scrub; emergent] forest: agricultaral, crop land,'.
pasture, old '
field, fill
Habitat quality. *: high fair low.
Mitigation bank "sale ratio —: 1.75 1.50' 1.25 1.0. Other -write in.
Credits needed: x =
Sale ratio impact acres credits needed'
Credits available to service request:. yes no
Date Applicant or Authorized Agent notified of credit status (month/day /year):
Submit the completed form to: Army Corps of Engineers
ATTN: Ken Jacobson Mitigation Bank Application
Finger Rock Preserve
402 Rood Avenue
Grand Junction, CO 81501
Submit copy of the completed form to: Finger Rock Preserve
ATTN: Ren Marlyn Mitigation Bank Application
PO Box 883400
Steamboat Springs, CO 80488
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Finger Rock ]Preserve, LLC
1RREVOCA 8LE CERTIFICATE
CP
COMPENSATORY MITIGATION
Certificate No.
Pursuant to the terms and conditions of the Federal Guidance for the Establishment, Use and Operation of Wetland Mitigation
Banks [60 Federal Register 58602 -58614 (1995)] and the Banking Instrument for the Finger Rock Preserve, LLC, Wetland
Mitigation Bank (dated ), this certifies that the wetland mitigation requirement of Finger Rock Preserve, LLC for the
Project, located in Sections
violation # and new US Army Corp of Engineers Permit #
,Township Range g . Routt County, Colorado, has been met.
This Certificate evidences and represents acres of compensatory mitigation credit as described in the Compensator
Mitigation Summary Worksheet, attached hereto as Exhibit A, and made a part hereof by this reference. Neither this y
Certificate nor the compensatory mitigation described herein is transferable or assignable, except with the trarisier or
assignment of the subject site, underlying permit and mitigation plan, as authorized in writing by the U.S. Army Corps of
Engineers.
Ren Martyn, By.
Date
Finger Rock Preserve, LLC
Ken Jacobson, Chief Date
Southwestern Colorado Regulatory
Sacramento District USACOE
=
Environmental Scientists and Engineers, LLC
an ecology and environment company
a
November 5, 2003
Qa
Mr. Mark Gilfallan
U.S. Army Corps of Engineers
Western Colorado Regulatory Office
402 Rood Avenue, Room 142
Grand Junction, CO 81501 -2563
Re: Request for Verification of Jurisdictional Delineation
Eagle County Airport, Eagle County, Colorado
Corps File No. 200075444
Dear Mr. Gilfallan:
On behalf of the Eagle County Airport, Walsh Environmental Sci,
LLC (WALSH) is formally requesting verification of a juiisdictia
delineation conducted on the airport property. The enclosed infor
results of WALSH's wetland delineation conducted on September
information for the applicant is provided below:
j
1 oc
APPLICANT AGENT
Mr. Ovid Siefers, Operations Manager Janetta Shepard, P.W.S.
Eagle County Regional Airport Wetland Scientist
P.O. Box 850 Walsh Environmental Scientists and Engineers, Inc.
Eagle, CO 81631 -0850 4888 Pearl East Circle, Suite 108
Phone: 970.524.0850 Boulder, Colorado 80301 -2475
Phone: (303) 443 -3282
FAX: (303) 443 -0367
INTRODUCTION
Identification of wetlands on the Eagle County Regional Airport property is one of the
components in a series of environmental assessments that are being conducted for
inclusion in an Environmental Assessment (EA) that is being prepared for proposed
expansion of the existing runway and airport facilities.
In a previous study conducted in 2000, wetlands and waters of the U.S. were delineated
on the reach of Alkali Creek that lies south of the existing runway. This reach extends
between Cooley Mesa Road to the south and a culvert to the north where the creek is
piped under the airport grounds. Verification of the delineation was issued on
4888 Pearl East Circle . Suite 108 . Boulder, Colorado . 80301 -2475 . Phone (303) 443 -3282 . FAX (303) 443 -0367
A Walsh
Environmental Scientists and Engineers, LLC
an ecology and environment company
November 5, 2003
Mr. Mark Gilfallan
U.S. Army Corps of Engineers
Western Colorado Regulatory Office
402 Rood Avenue, Room 142
Grand Junction, CO 81501 -2563
Re: Request for Verification of Jurisdictional Delineation
Eagle County Airport, Eagle County, Colorado
Corps File No. 200075444
Dear Mr. Gilfallan:
On behalf of the Eagle County Airport, Walsh Environmental Scientists and Engineers,
LLC (WALSH) is formally requesting verification of a jurisdictional wetland boundary
delineation conducted on the airport property. The enclosed information summarizes the
results of WALSH's wetland delineation conducted on September 25, 2003. The contact
information for the applicant is provided below:
APPLICANT AGENT
Mr. Ovid Siefers, Operations Manager Janetta Shepard, P.W.S.
Eagle County Regional Airport Wetland Scientist
P.O. Box 850 Walsh Environmental Scientists and Engineers, Inc.
Eagle, CO 81631 -0850 4888 Pearl East Circle, Suite 108
Phone: 970.524.0850 Boulder, Colorado 80301 -2475
Phone: (303) 443 -3282
FAX: (303) 443 -0367
INTRODUCTION
Identification of wetlands on the Eagle County Regional Airport property is one of the
components in a series of environmental assessments that are being conducted for
inclusion in an Environmental Assessment (EA) that is being prepared for proposed
expansion of the existing runway and airport facilities.
In a previous study conducted in 2000, wetlands and waters of the U.S. were delineated
on the reach of Alkali Creek that lies south of the existing runway. This reach extends
between Cooley Mesa Road to the south and a culvert to the north where the creek is
piped under the airport grounds. Verification of the delineation was issued on
4888 Pearl East Circle . Suite 108 . Boulder, Colorado . 80301 -2475 . Phone (303) 443 -3282 . FAX (303) 443 -0367
Eagle County Regional Airport JD
November 5, 2003
Page 2
October 31, 2000 by the U.S. Army Corps of Engineers (USACE) Sacramento District,
and File No. 200075444 was assigned to the project. The current study extends the
delineation conducted on Alkali Creek to include the remaining stream reaches that occur
on airport property.
LOCATION
The Eagle County Regional Airport Property is located in the NW %4, SW Y4 of Section 2,
Township 5 South, Range 85 West (Average Latitude 39° 38' 05 ", Average Longitude
106° 53' 15 "), in Eagle County, Colorado (refer to the attached Site Location Map).
To access the northern reach of Alkali Creek from Interstate 70, take the Eagle exit and
follow Highway 6 west approximately %2 mile from the turnoff to the main entrance of
the Regional airport, which is located on Cooley Mesa Road. The study reach is located
on airport property on the south side of the highway and is bridged with a box culvert
(refer to Photo #1). A distinguishing landscape feature is a raised, beige pipeline with a
catwalk that spans the Alkali Creek channel and floodplain and runs directly parallel with
the highway.
SITE CONDITIONS
The site is situated at an average elevation of approximately 6500 feet above mean sea
level. The property is bordered by the airport terminal to the west, Cooley Mesa Road to
the south, Highway 6 and the Denver and Rio Grande Western railroad to the north and
undeveloped land to the east. Alkali Creek flows from south to north through the eastern
side of the property and is the only jurisdictional waterbody on the property. The south
reach of the creek flows openly in a steeply - sloped ravine. The north reach of the
channel is less confined and contains a crescent - shaped floodplain bench on the eastern
side of the channel. The middle reach of the creek is piped under existing airport
facilities through a four -foot diameter culvert.
Overall, the airport property consists of a typical west - slope, upland, prairie /scrub
vegetative community with a narrow, well - defined drainage situated at the base of steep -
sided slopes. The composition of vegetative habitat along the drainage consists of
palustrine emergent persistent (PEP) and scrub /shrub (SS) communities interspersed with
upland grasses and forbs. Hydrophytic vegetation is confined to the channel of the creek
and adjacent riparian corridor fringe. Vegetation within the channel is dominated by
mountain and coyote willows (Salix monticola, S. exigua) and cattails (Typha latifolia).
In the floodplain bench vegetation is dominated by upland species including fringed sage
(Artemisia frigida), smooth brome (Bromus inermis), kochia (Kochia scoparia), western
wheatgrass (Pascopyrum smithii), and bluegrass (Poa spp.). Sporadically spaced small
clusters of coyote willow are interspersed across the floodplain with no discernable
Eagle County Regional Airport JD
November 5, 2003
Page 3
pattern. Side slopes that define the eastern and western site boundaries are rocky and
sparsely vegetated with rabbitbrush (Chrysothamnus nauseosus).
Water was flowing in the channel at the time of the site visit. Flows were nominal at the
upstream end where the channel was choked with cattails, but visibly increased at the
downstream end where boulder riprap has been installed, and channel vegetation less
dense and mixed with willows. Refer to the attached photos for views of the site
conditions.
Based upon the quantity of vegetation that has established in the channel bed, lack of
visible sediment deposition, and the absence of signs of erosion on the sides of the banks
it appears that, with the exception of spring runoff and storm events, flows rarely exceed
the volume and velocity observed at the time of the site visit.
METHODOLOGY
The Jurisdictional Delineation was conducted following the methodology enumerated in
the 1987 Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory,
1987). During the field inspection, representative soil borings were taken, dominant
vegetation was recorded, and representative hydrologic indicators were noted in order to
identify the presence of jurisdictional waters of the U.S., including wetlands, on the
property. Soils, vegetation, and hydrology were used in determining jurisdictional
boundaries.
Soils
Representative soil borings were taken along the riparian corridor and in the adjacent
floodplain bench to determine the presence or absence of hydric soils (refer to attached
Data Sheets). The hue, value, and chroma of the sampled soils were compared to the
Munsell Soil Color Charts (Kollmorgen, 1990), and a visual inspection of the soil profile
analyzed for the presence of hydric soil characteristics (e.g., mottling, oxidized roots,
concretions and/or gleying).
The soil types occurring within the property boundary are consistent with those mapped
by the U.S. Soil Conservation Service (Soil Survey of Aspen - Gypsum Area, Colorado,
1971). Following is a list of the soil types mapped for the study area:
Dahlquist - Southace complex, 25 to 50 percent slopes - Occurs on alluvial fans, terraces
and terrace side slopes. Deep and well - drained with a stony, sandy loam texture these
soils are most suitable for use as rangeland and wildlife habitat. Typical vegetation
consists of sagebrush, rabbitbrush, fringed sage, wheatgrasses, junegrass, serviceberry,
mountain mahogany, and cheatgrass (in deteriorated conditions)
Eagle County Regional Airport JD
November 5, 2003
Page 4
Mussel loam, 12 to 25 percent slopes - Deep, well drained soil formed in alluvium and
occurring on fans and foot slopes, with a loam to sandy clay loam texture. These soils
are most suitable for use as rangeland or for urban development. The potential plant
community is primarily western wheatgrass, bluegrasses, needlegrass, and big sagebrush.
These soil types do not appear on the Colorado List of Hydric Soils (October 12, 1990).
However, hydric soils were identified within wetland habitat at the site.
Vegetation
Vegetation was identified to the species level. The National List of Plant Species That
Occur in Wetlands, Regions 4, 5 and 8 (Cowardin et. al., 1979) was referenced to
determine the wetland indicator status for each plant. A composite list of the dominant
species associated with the north reach of Alkali Creek and adjacent floodplain bench are
contained in the attached table (Table 1: Wetland Area Plant Species List).
Hydrology
Primary hydrology to onsite wetland habitat is supplied by a combination of Alkali Creek
base -flows and surface runoff from the surrounding steep side - slopes. Secondary sources
of hydrology are provided by precipitation events and snow melt.
JURISDICTIONAL DETERNIINATION
Waters of the U.S., including wetlands, were identified at the Alkali Creek drainage.
Alkali Creek is a perennial drainage and riparian habitat is persistently flooded.
Wetlands are characterized as Palustrine emergent persistent (PEP) accompanied by
Palustrine shrub -scrub (PSS) vegetative communities. Classification of wetlands and
waters of the U.S. as described below is in accordance with the U.S. Fish and Wildlife
Service (FWS), Classification System for Wetlands and Deepwater Habitats (Cowardin
et. al., 1979). The limits of the jurisdictional areas were marked with pink fluorescent pin
flags (numbers 1 — 55) in the field and concurrently surveyed using a GPS system.
Jurisdictional waters and wetlands on the property are restricted to an approximate 400
foot linear stretch of the Alkali Creek channel and adjacent east bank riparian corridor.
On the west bank the creek closely follows the toe of the steep sided bank, whereas on
the east side of the creek wetlands extend into the adjacent floodplain meadow. The total
acreage of jurisdictional waters of the U.S., including wetlands, within the Alkali Creek
reach currently under study, is 0.30 -acre (13,068 sq. ft.).
Eagle County Regional Airport JD
November 5, 2003
Page 5
WALSH is herein formally requesting a written verification of the wetland boundaries as
identified in the field. Please call me if you have any questions or if I can provide
additional information on this delineation.
If you feel that a site visit is necessary and would like a WALSH field scientist to meet
with you, please feel free to contact us to arrange a meeting time. Thank you for your
time and consideration, and I look forward to hearing from you at your earliest
convenience.
Sincerely,
WALSH ENVIRONMENTAL SCIENTISTS AND ENGINEERS, LLC.
Janetta Shepard, PWS
Restoration Ecologist
Cc: Ovid Siefers, Eagle County Regional Airport, Operations Manager
Attachments:
Figure 1: Site Location Map
Figurre 2: Alkali Creek Wetland Map
Table 1: Composite Plant Species List
Field Data Sheets (3)
Photographs of Existing Site Conditions (3 photo sheets)
Eagle County Regional Airport JD
November 5, 2003
Page 6
LITERATURE CITED
Cowardin, L.M., V. Carter, F.C. Golet, & E.T. LaRoe. 1979. Classification of Wetlands
and Deepwater Habitats of the United States (FWS✓OBS- 79131). Office of Biological
Services, Fish and Wildlife Service, U.S. Department of the Interior, Washington, D.C.
Environmental Laboratory. 1987 Corps of Engineers Wetlands Delineation Manual.
Technical Report Y -87 -1, U.S. Army Corps of Engineer Waterways Experiment Station.
Vicksburg, MS.
Kollmorgen Instruments Corp. 1990. Munsell Soil Color Charts. Baltimore, MD
U.S. Fish & Wildlife Service, 1994. National List of Plant Species that Occur in
Wetlands (Region 8), published by Resource Management Group, Inc., Grand Haven, MI.
U.S. Soil Conservation Service. March 1971. Soil Survey ofAspen- Gypsum Area,
(including parts of Eagle, Garfield, and Pitkin Counties), Colorado, Sheet 10. U.S.
Department of Agriculture. Washington, D.C.
U.S. Soil Conservation Service. 1990. Colorado List ofHydric Soils. U.S. Department
of Agriculture. Washington, D.C.
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Source: USGS 7.45 Minute Quadrangle
GYPSUM, CO
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Photorevised 1987 Scale: I= 2,000'
Average Latitude: N39-39-05• Average Longitude: W106*53'15"
&
Z—WMsh
Engineers, Inc. Site Location Map
Eagle County Regional Airport
(Alkali Creek)
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Alkali Creek Wetland Map
Eagle County Regional Airport
Job: 5144 -010 Date: 11/03 1 Figure: 2
Use.dwg
Wals vironmental, Inc. - Jurisdictional Determinatio to Sheet
Project/Site: Alkali Creek at Eagle County Regional Airport Project No: 5158 -100 Date: September 25. 2003
Applicant/Owner: Eagle County Regional Airport County: Eagle
Investigator: Janetta Shepard, ;Maureen O'Shea Stone State: CO
Do normal circumstances exist on the site? Yes X No Plot ID: TP -1 - Fla is 12
Is the site significantly disturbed (Atypical Situation)? Yes No X Field Location: Outer edge of east bank riparian corridor closer to
southern site bound
Is the area a potential Problem Area Yes No X Vegetation Community: palustrine emergent persistent (PEP), and
} ,
Dominant Plant Species:
Stratum
Indicator
Dominant Plant Species:
1 Stratum
Indicator
Salix exi a 35%
Shrub
013E
No
H —dric Soils Present?
Yes X
Juncus balticus (40% )
Herb
FACW
Larks:
Species diversity good in this area where hydrophytic vegetation has established well away from the active channel. Regeneration of the rushes and
willows is high and the upland species do not appear to be encroaching into the anaerobic soil zones.
i Secondary Indicators•
0 Inundated
Agrostis stoloni era 15%
Herb
FACW
X Saturated in upper 12 inches
0 Sediment Deposits
Hordeum 'ubatum 5%
Herb
FAC•
Remarks: Hydrology provided from Alkali Creek.
Melilotus alba ON
Herb
FACU
is UZ U-11WIMI& avcwc3 ulat atc MUM, rf%%. n 4t7W Vt rill, kcAtauuulg rFk% - -J: YJTo
Remarks: Test pit sampled close to upland/wetland interface where a fringe of sweetclover has established on floodplain bench. Wetland species are
dense and in good condition. Coyote willow regeneration is occurring in this area
Soils
Profile Description:
Depth inches Matrix Color Mottle Color /Abundance Texture
0-4 10YR 42 10YR 3/4 — moderate Sandy loamy clay w /cobbles
4 -12 l OYR 4/1 10YR 4/4 — abundant Sandy clay
2+ Rock
H dric Soils Indicators:
0 Low - Chroma Colors X Low - Chroma and Mottles 0 Sulfidic Odor
0 Gle ed or Low - Chroma Colors 0 Histic E i edon 0 Concretions
0 High Organic Content sand 0 Organic Streaking sand X Alluvial Sands, Gravel or Cobble
Remarks: Sand content and mottling increased with depth.
Is the ground surface inundated?
Yes X
Yes 0
No X Surface water depth: no visible surface water
Is the soil saturated?
Hydrophytic Vegetation Dominant?
Yes X
No 0 Depth to Saturation: surface
Depth to free-standing water in it:
No
H —dric Soils Present?
Yes X
Wetland HydroloLry Indicators:
Primary Indicators:
No
Larks:
Species diversity good in this area where hydrophytic vegetation has established well away from the active channel. Regeneration of the rushes and
willows is high and the upland species do not appear to be encroaching into the anaerobic soil zones.
i Secondary Indicators•
0 Inundated
0 Drift Lines
0 Oxidized Root Channels in Upper 12 inches
X Saturated in upper 12 inches
0 Sediment Deposits
0 Water - stained Leaves
0 Water Marks
O Drainage Patterns
Remarks: Hydrology provided from Alkali Creek.
Hydrophytic Vegetation Present?
Yes X
No Wetland Hydrology Present?
Yes X
No
Hydrophytic Vegetation Dominant?
Yes X
No Is the plant community a weuand?
Yes X
No
H —dric Soils Present?
Yes X
No Is the area a Water of the U.S.?
Yes i(
No
Larks:
Species diversity good in this area where hydrophytic vegetation has established well away from the active channel. Regeneration of the rushes and
willows is high and the upland species do not appear to be encroaching into the anaerobic soil zones.
P• \Wetland- E &TSpecies\Eagle County Airport EA 5158\Environmental AssessmemsM Datasheets.doc Vegetation Wedand/Wetland Datasheet.doc
Wa ;nvironmental, Inc. - Jurisdictional Determinati- ...)ata Sheet
I Project/Site: Alkali Creek at Eagle County Regional Airport Project Rio: 5158 -100 Date: September 25, 2003
F pplicant/Owner: Eagle County Regional Airport County: Eagle
vestigator: Janetta Shepard, Maureen O'Shea Stone State: CO
Do normal circumstances exist on the site?
Yes X
No
Plot ID: TP -2 -Flag #30
Is the site significantly disturbed (Atypical Situation)?
Yes
No X
Field Location: North end of floodplain bench wetland near south end of
Juncus balricus 40%
Herb
FACW
gabian rock wall.
Is the area a potential Problem Area
Yes
No X
Vegetation Community: palustrine emergent persistent (PEP), and
t T ypha loll olio 10%
Herb
OBL
scrub -shrub SS
Vegetation
uommant Ylant Species:
Stratum
I Indicator Dominant Plant Species: Stratum '
Indicator
Salix exi a IS %)
Shrub
I OBL
IOYR 4/3 — moderate Sand cla
Juncus balricus 40%
Herb
FACW
No
` Schoenoplectus lacustris ssp. validut
r /1.0%
Herb
FAC W
Is the area a Water of the U.S.?
t T ypha loll olio 10%
Herb
OBL
1 Phalaris arundinacea 15%
Herb
OBL
..... gyp..... ...... —. --" a -tea " auui v, rr►�, tcAtauumS !'l11.. -J: 1vvle
Remarks: Test pit sampled in a depressional area in a wetland backwash of the creek that is dominated by herbaceous wetland plants. Hydrophytic
vegetation is dense and diverse and in very good condition and the area is relatively weed -free.
Soils
Profile Description:
Primary Indicators:
Depth inches
Matrix Color
Mottle Color /Abundance Texture
0 -13
IOYR 4/1
IOYR 4/3 — moderate Sand cla
13+
0 Water Marks
Rock
No
Remarks: Soils saturated throughout profile.
Yes X
No
Is the area a Water of the U.S.?
Yes X
Is the ground surface inundated? Yes O No X Surface water depth: No visible standing water
Is the soil saturated? Yes X No 13 Depth to Saturation: surface
Depth to free-standing water in it:
Wetland Hydrology Indicators:
Primary Indicators:
Secondary Indicators•
13 Inundated
0 Drift Lines
13 Oxidized Root Channels in Upper 12 inches
X Saturated in upper 12 inches
O Sediment Deposits
0 Water - stained Leaves
0 Water Marks
0 Drainage Patterns
No
Remarks: Soils saturated throughout profile.
Hydrophytic Vegetation Present?
Yes X
No
Wetland Hydrology Present?
Yes X
No
Hydrophytic Vegetation Dominant?
Yes X
No
Is the plant community a wetland?
Yes X
No
Hydric Soils Present?
Yes X
No
Is the area a Water of the U.S.?
Yes X
No
Expansion of the wetland vegetation in this section of the floodplain is restricted due to topography and channel riprap.
P: \Wetland- E &TSpecies\Eagle County Airport EA 5158\Environmental Assessments\JD Datasheets.doc Vegetation Wetland/Wetland Datasheet.doc
Wa nvironmental, Inc. - Jurisdictional Determinati ata Sheet
Project/Site Aikalt Creek at Eagle County Regional Airport Project Vo: 5158 -100 Date: September 25. 2003
Applicant/Owner- Eagle County Regional Airport County: Eagle
Investigator: lanetta Shepard, Maureen O'Shea Stone State: CO
Do normal circumstances exist on the site? Yes X No Plot ID: TP -3 - Flag #10 — Upland
sam le
Is the site significantly disturbed (Atypical Situation)? Yes No X Field Location: Middle of isolated willow cluster on east side of
flood lain bench
Is the area a potential Problem Area Yes No X Ve elation Community: scrub -shrub (SS)
Dominant Plant Species:
Dominant Plant
Salix exi a 40%
Poa 'unci olio 10%
MHerb
TNL
A ro ron cristatum (10%
Carduus nutans (S%)
% of dominant species that are OBL, FACW and/or FAC (excluding FAC -): 400%
Remarks: Test pit sampled approximately 20 feet out from toe of side slopes. Average vegetative cover ranges between 30%70°/a in vicinity. No
discernable pattern for willow clusters and no supporting herbaceous wetland species in the understory.
Soils
Profile
Depth
0 -12
12+
IM-101
visible
X Low- Chrorna Colors ❑ Low -Chroma and Mottles • ,• ❑ Sulfidic Odor
❑ Gle ed or Low- Chroma Colors #10 Histic E i on ❑ Concretions
O Hi Organic Content sand ❑ Or anic Streakin sand ❑ Alluvial Sands, Gravel or
Remarks: Soils dry to the surface with very low clay content in profile.
Is the ground surface inundated? Yes 13J No X Surface water depth: N/A
Is the soil saturated? Yes ❑ No X De th to Saturation: N/A
Depth to free - standing water in nit:
Primary Indicators:
Secondary •Indicators•
D Inundated ❑ Drift Lines ❑ Oxidized Root Channels in Upper 12 inches
D Saturated in upper 12 inches ❑ Sediment De osits ❑ Water - stained Leaves
D Water Marks ❑ Drain a Patterns
Remarks: Source of hydrology is not evident. The shrub cluster is too far removed from toe of slope to benefit significantly from normal runoff.
Jurisdictional Determination
Hydrophytic Vegetation Present? Yes X No Wetland Hydrology Present? Yes No X
Hydrophytic Vegetation Dominant? Yes No X Is the plant community a wetland? Yes No X
Hydric Soils Present? Yes X No Is the area a Water of the U.S.? Yes No X
iarks:
Vegetation is dominated by crested wheatgrass (appears to be introduced), kochia, fringed sage, and several species of bluegrass. Clusters of coyote I
willows have established sporadically within the floodplain but insufficient support factors are in place to designate these clusters as wetland habitat.
P:IWedand- E &TSpecieslEagle County Airport EA 5158\Environmental AssessmentsVD Datasheets.doc Vegetation Wetland/Wetland Datasheet.doc
i
Page 1
I
Composite Plant Species List
Eagle Country Regional Airport
Scientific Binomial
Achnatherum hymenoides
Common Name
Indian ricegrass
Family
Origin
Season
*Indicator
Acosta maculosa
Spotted kna weed
Poaceae -Grass Family
N
C
Agropyron cristatum
p
Crested wheatgrass
Asteraceae - Sunflower Family
Poaceae
I
NA
Agrostis stolonifera
Redto p
- Grass Family
1
C
Anisantha tectorum
Cheatgrass
Poaceae -Grass Family
I
C
FACW
Aster laevis
Smooth aster
Poaceae - Grass Family
1
C
UPL
Aster lanceolatus subsp. hesperius
Panicled aster
Asteraceae - S
Sunflower Family
N
NA
13 sieversiana
Kochia
Asteraceae - Sunflower Family
N
NA
A
UPL
Breea arvensis
Canada thistle
Chenopodiaceae - Goosefoot Family
I
NA
NI,
iaba
Smooth bromegrass
Asteraceae - Sunflower Family
Poaceae
1
NA
FACU
Carla is
Cardaria draba
Ho cress
- Grass Family
I
C
UPL
Carduus nutans
Musk thistle
Brassicaceae - Mustard Family
I
NA
Carex aquatilis
Water sed e
Asteraceae - Sunflower Family
I
NA
UPL
Carex nebrascensis
g
Nebraska sedge
Cyperaceae - Sedge Family
Cyperaceae
N
NA
OBL
Chrysothamnus nauseosus subsp. graveolens
Rubber rabbitbrush
- Sedge Family
N
NA
OBL
Cicuta douglasii
Water hemlock
Asteraceae - Sunflower Family
N
NA
Convolvulus arvensis
Field bindweed
Apiaceae - Parsley Family
N
NA
OBL
Conyza canadensis
Convolvulaceae - Morning Glory Family
I
NA
Cynoglossum ocinale
Horseweed
Houndstongue
Asteraceae - Sunflower Family
N
NA
UPL
Distegia involucrata
Bush honeysuckle
Boraginaceae - Borage Family
I
NA
Eleocharis macrostachya
y
Spikerush
Caprifoliaceae - Honeysuckle Family
N
NA
FAC
Elymus elymoides
Elymus
Bottletail squirreltail
Cyperaceae - Sedge Family
Poaceae - Grass Family
N
NA
OBI,
trachy caulus subsp. trachycaulus
Epilobium
Slender wheatgrass
Poaceae - Grass Family
N
cilatum
Juncus arcticus
Willow herb
Onagraceae - Evening- primrose Family
N
N
C
NA
FACU
Juncus tenuis
Rush
Rush
Juncaceae - Rush Family
N
NA
FAC
FACW
Pascopyrum smithii
Phalaroides arundinacea
Western wheatgrass
Juncaceae - Rush Family
Poaceae - Grass Family
N
NA
FAC
Poa juncifolia
Reed can toss
�'g
Poaceae - Grass Family
N
I
C
C
FACU
Poa pratensis
Alkali bluegrass
Poaceae - Grass Family
N
C
OBL
UPL
Populus angustifolia
Kentucky bluegrass
Narrowleaf cottonwood
Poaceae -Grass Family
I
FACU
Salicaceae - Willow Family
y
N
NA
FAC*
Page 1
Page 2
Origin Season *Indicator
N
NA
__E 1
N
Composite Plant Species List
FACU
Eagle Country Regional Airport
Scientific Binomial
Ribes aureum
Common Name
Family
Rosa woodsii
Golden currant
Grossulariaceae - Current Family
Rumex crispus
Woods rose
Rosaceae - Rose Family
Salix exigua
Curly dock
Polygonaceae - Buckwheat Family
Salix planifolia
Sandbar willow
Salicaceae - Willow Family
Salsola australis
Plane -leaf willow
Salicaceae - Willow Family
Shoenoplectus lacus[ris subs p. acutus
Russian- thistle
Chenopodiaceae - Goosefoot Family
Seriphidium tridentatum
Hardstem bulrush
Cyperaceae - Sedge Family
Solidago sp.
Big Sagebrush
g
Asteraceae - Sunflower Family
Thinopyrum ponticum
Goldenrod
Tall wheat ass
Asteraceae - Sunflower Family
Typha latifolia
gr
Common cattail
Poaceae -Grass Family
Typhaceae - Cattail Family
KEY:
Origin:
N = Native Species
I = Introduced Species
Season:
C = Cold Season Species
W = Warm Season Species
*Indicator = USFWS Region 8 Wetland Indicator Status
Page 2
Origin Season *Indicator
N
NA
FACW
N
NA
FACU
N
NA
FACW
N
NA
OBL
N
NA
OLB
I
NA
FACU
N
NA
OBL
N
NA
N
NA
UPI,
I
C
N
NA
OBL
_.sh Environmental Scientists and Engineers, LLC
EAGLE COUNTY REGIONAL AIRPORT
September 2003
Photo 1 — From western bluff looking across floodplain towards Alkali Creek and Highway 6 (taken in winter, 2000)
1-11ULU /- — �,iose -up or nprapped reach of Alkali Creek looking upstream from base of gabian basket rock wall
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DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEER DISTRICT, SACRAM
CORPS OF ENGINEERS
1325 J STREET
SACRAMENTO, CALIFORNIA 95814 -2922
October 31, 2000
Regulatory Branch (200075444)
Ms. Janetta Shepard
Aquatic and Wetland Company
1830 17th Street, Suite 100
Boulder, Colorado 80302
Dear Ms. Shepard:
We are responding to your written request, on behalf of
Eagle County Airport, for a jurisdictional determination on the
eastern end of the runway along Alkali Creek. The property is
located on Alkali Creek within Section 2, Township 5 South, Range
85 West, Eagle County, Colorado.
Based on a review of-the report submitted, we have
determined that your wetland boundary delineation is accurate.
The plan referenced below is an accurate depiction of the limits
of Federal jurisdiction under Section 404 of the Clean Water Act.
The plans are labeled:
Eagle County Runway Extension 1, .Jurisdictional "Del ienatiori,'
Surveyor: High Country Engineering, Scale 1" =30", Date:5 /23/00,
Project No. 472 -001.
This verification is valid for a period of five years from
the date of this letter and is based on information supplied by
You. If that information proves to be false or incorrect, we
will adjust our determination accordingly. We have assigned
number 200075444 to this determination. Please contact Mr.
Michael Claffey and refer to this number if you have any
questions regarding this matter and for permit requirements at
(970) 243 -1199, extension 13 -or the address below.
S -nb ely,
ady IL.
cNure
"hie %1Vo thwestern Colorado
/ egulat ry Office
2 Rood Avenue, Room 142
rand Sanction, Colorado 81501 -2563
Copy Furnished:
Eagle County, Post Office Box 850, Eagle, Colorado 81631
June 20, 2002
Mr. Mike Claffey
U.S: Army Corps of Engineers
402 Rood Avenue, Room 142
Grand Junction, CO 881501 -2563
Re: Request for Verification of Jurisdictional Delineation -
Eagle County Runway Extension, Eagle County, Colorado
Dear Mr. Claffey:
The purpose of this letter is to request that the U.S. Army Corps of Engineers (Corps) review the
jurisdictional delineation conducted on the Eagle County Airport Property (refer to attached Site
Location Map) to verify the wetland boundaries completed by Aquatic and Wetland Company
(AWC) on April 19, 2000. The following letter report summarizes the results of the field
delineation. The contact information for this project is given below:
Property
Owner: Eagle County Regional Airport
P.O. Box 850
0219 Eldon Wilson
Eagle, CO 81631 -0850
Phone: (970) 524 -8246
Fax: (970) 524 -8247
Contact: James P. Elwood, A.A.E.
Airport Manager
INTRODUCTION
The Eagle County Regional Airport Property is located in the NW %4, S W %a of Section 2,
Township 5 South, Range 85 West (39° 38' 05" Latitude, 106° 53' 15" Longitude), Eagle
County, Colorado. To access the property from Interstate 70, take the Eagle exit and follow the
signs to the Regional airport, which is located on Cooley Mesa Road. The proposed runway
extension site is situated on the eastern side of the airport approximately 400 feet east of the
airport fence.
Eagle County Runway 1D
June 20, 2002
Page 2
SITE CONDITIONS
The site is situated at an average elevation of approximately 6500 feet. The property is bordered
by the airport terminals to the west, Cooley Mesa Road to the south, the Denver and Rio Grande
Western railroad to the north and undeveloped land to the east. Alkali Creek runs through the
proposed site in a roughly east to west direction. The reach of the creek that flows through the
proposed runway extension site is bounded by a six -foot diameter culvert at the upstream
boundary. At the western, downstream end the creek flows under an existing runway through a
four -foot diameter culvert. Although the delineation was conducted early in the season, there
was no snow present and the soils were thoroughly thawed. Dominant vegetative species were
identifiable and presence of hydrologic indicators was evident.
The property is a typical upland prairie /scrub community with a narrow, well - defined drainage
situated at the base of steep -sided banks. Hydrophytic vegetation is restricted to the channel and
an adjacent narrow, intermittent fringe along the riparian corridc Vegetation within the channel
wag dominated by mountain and coyote willows (Salix monticola and Salix exigua), creeping
spikerush (Eleocharis palustris), sedges (Carex sp.), cattails (Typha latifolia), and a species of
water cress (Nasturtium sp.).
The dominant upland vegetation onsite is comprised of sagebrush (Artemisia tridentata),
rabbitbrush (Chrysothamnus nauseosus), woods rose (Rosa woodsii), smooth brome (Bromus
inermis), kochia ( Kochia scoparia), western wheatgrass (Pascopyrum smithii) and an
unidentified bunch grass. Smaller quantities of Russian thistle (Salsola iberica), musk thistle
(Carduus nutans) and clover (Trifolium sp.) are interspersed across the side slopes. The slopes
are rocky, sparsely vegetated and exhibit large expanses of barren ground. Several disturbed
areas exhibit piles of displaced soil containing remnant willows (including the root systems) and
cattails. Although the disturbances appear to be man -made, the plant material is dead and there
are no indications that the fill was placed recently.
During the site visit the creek was flowing with a trickle flow. Based upon the quantity of
vegetation that has established in the channel bed, lack of visible sediment deposition, and the
absence of signs of erosion on the sides of the banks it appears that flows rarely exceed the
velocity observed. Flows also appear to be further impeded due to an abundance of bank side
willow shrubs which were planted by the upstream owners, and which have spread and
established in the bed of the channel.
No additional natural or man-made water features were observed within the target area
boundaries.
METHODOLOGY
Eagle County Runway JD
June 20, 2002
Page 3
The Jurisdictional Delineation was conducted following the methodology enumerated in the
1987 Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987).
During the field inspection, representative soil borings were taken, dominant vegetation was
recorded, and representative.hydrologic indicators were noted in order to identify the presence of
jurisdictional waters of the 11)'.S., including wetlands, on the property. Soils, vegetation, and
hydrology were used in determining jurisdictional boundaries.
Soils
Representative soil borings were taken throughout the site using a hand auger. Soil hue, value,
and chroma were compared to the Munsell Soil Color Charts (Kollmorgen, 1990) to determine
the presence of hydric soils. The soil types occurring within the property boundary are consistent
with those mapped by the U.S. Soil Conservation Service (Soil Conservation Service, 1971)
which include: Dahlquist- Southace complex, and Mussel loams. These sandy, clay loam soils
are typically formed on alluvium and terrace side slopes. Neither of these soil types appear on
the Colorado List of Hydric Soils (October 12, 1990). However, hydric soils were identified
within wetland habitat at the site.
Vegetation
Vegetation was identified to the species level wherever possible. The National List of Plant
Species That Occur in Wetlands, Regions 4, S and 8 (Cowardin et. al., 1979) was referenced to
determine the wetland indicator status for each plant. The dominant species associated with the
jurisdictional and adjacent upland communities are listed below:
Scientific Name
Common Name
Indicator Status
Herbs: Bromus inermis
smooth brome
UPL
Carduus nutans
musk thistle
NI
Carex spp.
sedge species
OBL
Eleocharis palustris
creeping spikerush
OBL
Kochia
kochia scoparia
FACU
Nasturtium sp.
water cress
OBL
Pascopyrum smithii
western wheatgrass
FACU
Rumex crispus
curly dock
FACW
Salsola iberica
Russian thistle
FACU
Trifolium sp.
Clover species
FACU
Typha latifolia
broad -leaf cattail
OBL
Shrubs: Artemisia tridentata sagebrush NI
Chrysothamnus nauseosus rabbitbrush NI
Eagle County Runway JD
June 20, 2002
Page 4
Rosa woodsii
Salix exigua
Salix monticola
Hydrology
woods rose
FAC-
coyote willow
OBL
mountain willow
OBL
Sustaining hydrology to wetland habitat onsite appears to be supplied by a combination of base -
flow and runoff from the steep side slopes.
JURISDICTIONAL DETERMINATION
AWC identified and delineated waters of the U.S., including wetlands, at one location on the
property. Classification of wetlands and waters of the U.S. as described below is in accordance
with the U.S. Fish and Wildlife Service (FWS), Classification System for Wetlands and
Deepwater Habitats (Cowardin et. al., 1979). The limits of the jurisdictional area were marked
with pin flags (Al — A -61) in the field and surveyed in -house by the Eagle County Regional
Airport. Refer to the enclosed Eagle County Runway Extension, Jurisdictional Delineation Map,
dated 5/23/00, for details on the jurisdictional limits.
Jurisdictional waters and wetlands on the property are restricted an approximate 700 foot linear
strip of the channel and associated riparian corridor of Alkali Creek as it flows through the
property. The channel is confined by steep banks that are sparsely vegetated by shrub -scrub (SS)
habitat and prairie grasses. The Palustrine emergent (PEM) and Palustrine SS wetland vegetation
adjacent to the Creek is dominated by mountain and coyote willows, spikerush, sedges and
cattails. Soils tested in the riparian corridor exhibited hydric characteristics (7.5YR 4/2 and
I OYR 2/1 with IOYR 4/3 matrix colors and slight mottling). Soils were saturated to the surface
and pools of standing water were scattered throughout the test pit areas.
The total acreage of jurisdictional waters of the U.S., including wetlands, is 0.26 acre
(11,503.53 SF). The majority of the wetlands present on the property are characterized as
seasonally flooded Palustrine emergent and wetland habitat accompanied by Palustrine shrub -
scrub wetland habitat, which is confined to the drainage bottom. AWC is requesting a site visit
with the Corps to verify the jurisdictional boundaries described in this report.
Please call if you have any questions or require additional information regarding this
jurisdictional delineation.
Sincerely,
AQUATIC AND WETLAND COMPANY
Eagle County Runway JD
June 20, 2002
Page 5
Janetta Shepard, PWS
Wetland Ecologist
Cc: Ms. Janell Bergman, R.F. Weston, Inc.
Enclosures:
Field Data Sheets (3)
Site Location Map
Wetlands Location Map (Sheet 1)
DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEER DISTRICT, SACRAMENTO
CORPS OF ENGINEERS
1325 J STREET
REPLY TO SACRAMENTO, CALIFORNIA 95814 -2922
ATTENTION OF December 19, 2003
Regulatory Branch (200375478)
Ms. Janetta Shepard,
Walsh Environmental
4888 Pearl East Circle, Suite 108
Boulder, Colorado 80301
Dear Ms. Shepard:
We are responding to your written request dated November 12,
2003, on behalf of the Eagle County Regional Airport, for a
jurisdictional determination /wetland delineation on an area of
land east of the existing airport runway. The property site is
located at Alkali Creek within the NW1 /4, SW1 /4 of Section 2,
Township 5 South, Range 85 West, Eagle County, Colorado.
Based on a review of the report submitted, we have
determined that your wetland boundary delineation is accurate.
The plan referenced below is an accurate depiction of the limits
of Federal jurisdiction under Section 404 of the Clean Water Act.
The plans are labeled:
Alkali Creek Wetland Map, Eagle County Regional Airport,
Job: 5144 -010, Date: 11/03, Figure 2
This verification is valid for a period of five years from
the date of this letter unless new information warrants revision
of the determination before the expiration date. A notice of
appeals options is enclosed. You should provide a copy of this
to all other affected parties.
We have assigned number 200375478 to this determination.
Please contact Mr. Mark Gilfillan of this office and refer to
this number if you have any questions regarding this matter and
for permit requirements at (970) 243 -1199, extension 15 or by
email at mark .a.gilfillan @usac(�.army.mil.
SirXerely,
Chi f, C lorado /Gunnison Basin
Re atory Office
400 Rood Avenue, Room 142
Grand Junction, Colorado 81501 -2563
Enclosures
Copies Furnished:
Mr. Ovid Siefers, Operations Manager, Eagle County Regional
Airport, Post Office Box 850, Eagle, Colorado 81631 -0850
Eagle County, Post Office Bdx 850, Eagle, Colorado 81631
DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEER DISTRICT, SACRAMENTO
CORPS OF ENGINEERS
1325 J STREET
REPLYTO SACRAMENTO, CALIFORNIA 95814 -2922
ATTENTION OF
June 10, 2004
Regulatory Branch (200475238)
Mr. Richard J. Cunningham
Director of Facilities Management
Eagle County
Post Office Box 850, 590 Broadway
Eagle, Colorado 81631
Dear Mr. Cunningham:
We are responding to your May 12, 2004, request for a
Department of the Army permit for the Eagle County Airport Runway
Expansion project. This project involves activities, including
discharges of dredged or fill material, in waters of the United
States to expand the east airport runway over Alkali Creek. This
project site is located at Alkali Creek within the NW1 /4, SW1 /4
of Section 2, Township 5 South, Range 85 West, Latitude 390 38,
45.811, Longitude 1060 53' 55.811, Eagle County, Colorado.
Based on the information you provided, the proposed activity
in approximately 0.40 acres of jurisdictional waters of the
United States and wetlands is authorized by Nationwide General
permit number 14. Your work must comply with the general terms
and conditions listed on the enclosed Nationwide Permit
information sheets and the following special conditions:
Special Conditions:
1. To document pre and post - project construction
conditions, you shall submit pre and post - construction photos of
the project site within 30 days after project completion.
2. You shall design and construct all crossings of waters
of the United States to retain a natural substrate, and to
accommodate all reasonably foreseeable wildlife passage and
expected high flows.
3. To mitigate for the loss of 0.4 acres of waters of the
United States, you shall purchase 0.6 acre credits of emergent
and shrub scrub wetlands at the Finger Rock Preserve (a Corps
approved wetland mitigation bank).
Evidence, in the form of a signed Irrevocable Certificate of
Compensatory Mitigation and Exhibit A- Compensatory Mitigation
Summary Worksheet, of this purchase shall be provided to this
office prior to proceeding with any activity otherwise authorized
by this permit.
4. You must sign and return the enclosed Compliance
Certification to this office within 30 days after completion of
the work.
This verification is valid for two years from the date of
this letter, or until the Nationwide General permit is modified
or expires, whichever comes first. The Nationwide General permit
is scheduled to expire on March 18, 2007. It is incumbent upon
you to remain informed about changes to the Nationwide Permit
Program and to ensure that all construction and contract
personnel are familiar with the terms and conditions of this
permit.
Please refer to identification number 200475238 in
correspondence concerning this project. If you have any
questions, please contact Mr. Mark Gilfillan of this office,
email Mark. A. Gilfillan@usace.army.mil or telephone 970 - 243 -1199,
extension 15. You may also use the Regulatory Permits link on
our website: www.spk.usace.army.mil.
Sinc ely,
Ken Jacobson
Chief, of ado /Gunnison Basin
Regulatory Office
400 Rood Avenue, Room 142
Grand Junction, Colorado 81501 -2563
Enclosures
Copies furnished without enclosures:
Ms. Janetta Shephard, Walsh Environmental Scientist and
Engineers, LLC, 4888 Pearl East Circle, Boulder,
Colorado 80301 -2475
Eagle County, Post Office Box 850, Eagle, Colorado 81631
LETTER OF TRANSMITTAL
-Widsh
Environmental Scientists and Engineers, LLC
A Subsidiary of Ecology and Environment, Inc.
4888 Pearl E. Circle, Suite 108
Boulder, CO 80301
(303) 443 -3282
(303) 443 -0367 (fax)
To: Rich Cunningham
We are sendin
Job No: 5158 -100
Date: May 7, 2004
MAY 11 2004
These Transmission are:
❑ For your approval
X For your use
❑ As per your request
❑ For your review and
comment(s)
❑ FOR BIDS DUE
LJ Approved as submitted
❑ Approved as noted
❑ Corrections noted
(_J Resubmit with copies for
approval
❑ Submit copies for
distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER
LOAN TO US
Original mailed 5/7/04 to Mr. Mark Gilfallan with the USACE.
IF ENCLOSURES ARE NOT AS DESCRIBED, PLEASE NOTIFY US IMMEDIATELY
P , Wed,ut:l F.&TSPe,1- Fagle Couut� Airport kA i I ix 1k ctlan(I Ixuc, I ctter of Transmittal dog, i 7 ?Ut) 1
Amwmw
W151i
Environmental Scientists and Engineers, LLC
an ecology and environment company
May 7, 2004
Mr. Mark Gilfallan
U.S. Army Corps of Engineers
Colorado /Gunnison Regulatory Office
400 Rood Avenue, Room 142
Grand Junction, CO 81501 -2563
Re: Nationwide Permit #14 (Linear Transportation Crossing) Application
Eagle County Regional Airport Runway Expansion Project
Eagle County, CO
Dear Mr. Gilfallan:
On behalf of the applicant, Eagle County, Walsh Environmental Scientists and Engineers,
LLC (WALSH) is formally requesting issuance of Nationwide Permit #14 for
construction of an extension to the existing runway at the Eagle County Airport to
support increasing airport demand. We have enclosed the application information
required by the U.S. Army Corps of Engineers (USACE) under the provisions of
Nationwide Permit #14 for your review. The contact information is provided below:
APPLICANT
Mr. Richard J. Cunningham
Director of Facilities Management
Eagle County, Colorado
P.O. Box 850, 590 Broadway
Eagle, CO 81631
Phone: (970) 328 -8881
Fax: (970) 328 -8899
AGENT
Janetta Shepard, P.W.S.
Restoration Ecologist
Walsh Environmental Scientists and Engineers, LLC
4888 Pearl East Circle, Suite 108
Boulder, Colorado 80301 -2475
Phone: (303) 443 -3282
Fax: (303) 443 -0367
BACKGROUND AND PROJECT DESCRIPTION
The Eagle County Airport (EGE) is a publicly owned /public use airport and serves as a
commercial service and general a%,iatton facility. The EGE has been owned and operated
by Eagle County since 1961 and is the only major air traffic facility in Eagle County and
a significant connector for visitor traffic to surrounding Summit, Garfield, and Pitkin
Counties.
.1931'A*,,..,K�,. -, -
488ti Pearl F::a,,t ('u-cic Suite 108 Bouldcr. Ct,lorado 80301 -2475 Phone (303) 443 -3282 FAX (303) 443 -03f,7
The airlines using EGE are currently forced to take weight restriction penalties due to the
high altitude and limited runway length. Because of this they cannot meet desired stage
length and load factor goals, which affects the traveling public, and does not meet the
existing and future demand for air transportation facilities. The county's goal is to better
accommodate future demand on a year -round basis. This can be accomplished by
lengthening the runway so as to allow the aircraft to operate at the airport without such
burdensome stage length restrictions and load factor penalties. The proposed project will
extend Runway 07/25 1,000 feet to the east. In addition to the runway extension, the
parallel taxiway along the south side of the runway will also be extended, and the
approach lighting system will be relocated to the eastern end of the runway. The end
result will be a 9,000 -foot runway to accommodate landings and departures from both
directions.
The project will require routing sections of Alkali Creek through a culvert beneath the
eastern end of the runway, and filling the channel area to attain grade consistency with
the existing runway. As the current topography east of the runway slopes severely to the
creek bed, this modification will allow for extension of the runway and achievement of
the required safety area.
SITE LOCATION
The Eagle County Airport Property is located in the NW '/4, SW '/4 of Section 2,
Township 5 South, Range 85 West (Average Latitude 39° 38' 05 ", Average Longitude
106° 53' 15 "), in Eagle County, Colorado (refer to the attached Site Location Map). The
site is situated at an approximate elevation of 6500 feet above mean sea level.
To access the northern reach of Alkali Creek from Interstate 70, take the Eagle exit and
follow US Highway 6 west approximately % mile from the turnoff to the main entrance
of the airport, which is located on Cooley Mesa Road. The creek flows from south to
north and the two open water sections of the channel are located between Cooley Mesa
Road (bridged with a 6 -foot diameter culvert) and US Highway 6 (bridged with a box
culvert). The middle section of the creek is already piped underground through a 4 -foot
diameter culvert pipe.
JURISDICTIONAL DETERMINATION
Jurisdictional waters and wetlands on the property are relegated to the Alkali Creek
channel and associated narrow, riparian corridors in two channel reaches on the EGE
property. Wetlands in the direct vicinity of Alkali Creek are predominantly vegetated by
native plant species, although the adjacent floodplain and stream banks are dominated by
introduced species, including invasive weedy species.
Jurisdictional waters of the U.S., including wetlands, were delineated in two separate
studies (2000 and 2003) on the sections of Alkali Creek occurring within the airport
boundaries. In the study conducted in 2000 the south reach was delineated beginning at
Cooley Mesa Road and continuing approximately 700 feet north to the underground
culvert. Verification of this delineation was issued by the USACE on October 31, 2000
(File No. 200075444). In 2003, approximately 400 feet of the north reach of the creek
was delineated. Verification of this delineation was issued by the USACE on December
9, 2003 (File No. 200375478).
The total acreage of jurisdictional waters of the U.S., including wetlands on the open
water sections of Alkali Creek occurring on EGE property is 0.56 -acre (24,572 s.f.), as
follows: The southern reach of Alkali Creek contains 0.26 -acre (11,504 s.f.) of wetlands;
and the northern reach of Alkali Creek (including the adjacent east bank, floodplain
bench) contains 0.30 -acre (12,962 s.f.).
JURISDICTIONAL IMPACTS
Permanent wetland impacts associated with construction of the expanded runway total
0.40 -acre (17,256 s.f.) of the Alkali Creek channel and riparian corridor. Interruptions to
the flow regime of the creek will be temporary and limited to the duration of time
required to extend and install culvert piping to the end of the proposed fill pad. A natural
resources inventory and evaluation of wetland areas was completed to provide a basis for
mitigation planning to compensate for anticipated wetland impacts.
COMPENSATORY MITIGATION
Onsite wetland mitigation for impacts associated with Alkali Creek will be prohibited by
the Federal Aviation Administration (FAA) pursuant to Advisory Circular (AC No:
150/5200 -33) as the potential increase of wildlife in the vicinity of the runway would be
hazardous to air traffic and increase altercations with wildlife. As Alkali Creek is the
only suitable location for wetland creation on the airport property, unavoidable impacts to
jurisdictional waters of the U.S., including wetlands, will be compensated at an offsite
location that provides suitable mitigation opportunities for in -kind wetland creation to
compensate for permanently impacted onsite wetlands.
Wetland impacts will be avoided during onsite construction whenever possible when
determining construction access points and staging areas. There will be no fill or cut in
wetland areas other than those where impacts have been identified, and any excess
material generated from the project (cut) will be stockpiled in upland areas away from
Alkali Creek. To discourage the establishment of exotic or noxious plant species on the
property, all wetland or upland areas temporarily disturbed by onsite construction
activities will be seeded immediately following construction with a native grass m►Xture,
and covered with a biodegradable coir mat or similar erosion control blanket.
The applicant will mitigate for pennanent impacts to wetlands either through the creation
of in -kind wetland habitat conducted at an offsite location at a 1:1.5 to 1:1 (mitigation to
impact) ratio as stipulated by the USACE, or through the purchase of credits from an
approved wetland mitigation bank.
Working in conjunction with airport officials, regulatory agencies, and independent water
authorities, WALSH conducted an investigation for suitable mitigation opportunities at
offsite locations within the Eagle River watershed. Several potential locations in the
Gypsum/Eagle area were identified for further investigation because they each contain
the necessary components to re- create in -kind, wetland replacement for habitat losses
associated with the project. These components include a close proximity to the project, a
source of sustaining hydrology, and a good potential for viable partnerships with the
property owners. Additionally, these projects are currently in the early planning stages
and therefore provide an opportunity to coordinate wetland creation with project
mitigation requirements in a timely manner.
An alternative mitigation option being considered by the applicant is the purchase of
mitigation credits from the Finger Rock Preserve wetland mitigation bank located just
south of Yampa, Colorado, which has been approved for use in the Eagle River
Watershed by USACE. At this time the USACE is requiring a 1.5:1.0 ratio (mitigation
credits to impacts) for bank credits as sustainable hydrology at the bank has not yet
received final approval.
Details of the permit conditions will define and mandate final compensatory mitigation
requirements that are required under the provisions of Section 404 of the CWA. If
wetland bank credits are not purchased through the Finger Rock Preserve, final
mitigation design plans for offsite wetland creation will be developed in coordination
with the USACE, with input from other regulatory agencies regarding wildlife issues on
the airport property.
SUMMARY
WALSH is herein formally requesting issuance of a Nationwide Permit #14 for
construction of the airport runway extension across Alkali Creek. The proposed project
will result in nominal impacts to wetland habitat and waters of the U.S. as total impacts
will remain under 0.50 -acre. The project will not cause more than minimal degradation
to water quality, and will not result in changes to the flow characteristics of the creek or
increase the potential for flooding. Opportunities for wildlife habitat are limited in this
area due to natural and man -made physical limitations (e.g., steep, rocky side slopes,
confined band of monotypic riparian vegetation, and security chain -link fencing), and
fragmentation of the channel habitat resulting from underground channeling that creates
travel barriers and further limits diversity of vegetative communities and habitat niches.
This project is not expected to impact any federal endangered or threatened species or
state listed species of concern, or their habitat.
4
Please contact me if you have any questions or if I can provide additional information to
expedite issuance of the permit. If you feel that a site visit is necessary and would like a
WALSH field scientist to meet with you, please call me to arrange a convenient meeting
time.
Thank you for your time and consideration.
Regards,
WALSH ENVIRONMENTAL SCIENTISTS AND ENGINEERS, LLC.
4-1- S�Lryd
J et Shepard, PWS
Restoration Ecologist
Cc: Richard J. Cunningham, Eagle County
Attachments:
Figure 1 - Site Location Map
Figure 2 - Site Vicinity Map
Figure 3 — Wetland /Impact Map
Figure 4 — Wetland/Impact Plan & Profile
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EAGLE COUNTY
REGIONAL AIRPORT
EAGLE, COLORADO
LEGEND:
EXISTING WETLANDS
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® WETLAND IMPACTS
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ISSUE RECORD
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EAGLE COUNTY
REGIONAL AIRPORT
EAGLE, COLORADO
LEGEND:
EXISTING WETLANDS
0.56 AC
WETLAND IMPACTS
0.40 AC
CartemBurgess
ISSUE RECORD
4/08/04
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EAGLE COUNTY
REGIONAL AIRPORT
EAGLE, COLORADO
LEGEND:
EXISTING WETLANDS
0.56 AC
WETLAND IMPACTS
0.40 AC
CartemBurgess
ISSUE RECORD
4/08/04
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