B08_Attachment_08_Glen_Canyon_Recreation_Area_Bullfrog_Marina_Aquatic_Resources_Inventory_Report_combined.pdf
PDF 27 MB Posted
- Attached to
- GLCA 318882 Bullfrog
- Solicitation number
- 140P2026R0010
About this file
This is an Aquatic Resources Delineation Report prepared for the National Park Service in December 2022 by WSP USA, Inc. for the Glen Canyon Recreation Area Bullfrog Launch Ramp Relocation project in Lake Powell, Utah. The report documents the results of a field survey conducted in October 2022 to identify and delineate aquatic resources within a 331.43-acre Area of Potential Effect (APE).
The survey identified 17 ephemeral drainages (ED-01 through ED-17) and 7 wetland features (WL-01 through WL-07) within the project area. The ephemeral drainages range from minor erosional features to well-defined channels, with OHWM (Ordinary High Water Mark) widths varying from 1 to 13 feet and depths from 0.25 to 2 feet. Total acreage of ephemeral drainages within the APE is approximately 6.148 acres. Wetland features include lacustrine, palustrine, and littoral classifications, with WL-01 representing the largest feature at 8.955 acres. The report provides detailed stream data sheets for each drainage containing information on hydrology, physical characteristics, habitat composition, substrate percentages, bank erosion patterns, vegetation, and anthropogenic effects. The project area includes the Colorado River and Lake Powell shoreline, with drainage patterns flowing generally toward the lake and influenced by precipitation events and stormwater runoff from nearby roads and topographic features.
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AQUATIC RESOURCES DELINEATION REPORT
Glen Canyon Recreation Area
Bullfrog Launch Ramp Relocation Lake Powell, Utah
December 2022
Prepared For:
National Park Service Denver Service Center P.O. Box 25287 Denver, CO 80225
Prepared By:
WSP USA, Inc.
848 East 2nd Avenue Durango, CO 81301
TABLE OF
CONTENTS
ACRONYMS USED
Glen Canyon Recreational Area
National Park Service
WSP
USACE Definition
NPS Definition
National Park Service
WSP
December 2022
National Park Service
WSP
National Park Service
WSP
Topography
Hydrology
Vegetation
‼A
National Park Service
WSP
December 2022
Geology & Soils
Overview
Waterways & Drainages
National Park Service
WSP
December 2022
Table 1. Ephemeral drainages observed during the October 2022 field survey
Table 2. General descriptions of the 17 ephemeral drainages identified during the October 2022 field survey
National Park Service
WSP
National Park Service
WSP
December 2022
Wetlands
Table 3. Wetlands observed during the October 2022 field survey.
Table 4. General descriptions of the 7 wetland features identified during the October 2022 field survey
Aquatic Resource
General Description
National Park Service
WSP
December 2022
Aquatic Resource
General Description
National Park Service
WSP
https://www.cpe.rutgers.edu/Wetlands/1987-Army-Corps-Wetlands-Delineation-Manual.pdf.%20Accessed%20October%202022 https://www.cpe.rutgers.edu/Wetlands/1987-Army-Corps-Wetlands-Delineation-Manual.pdf.%20Accessed%20October%202022
National Park Service
WSP
National Park Service
WSP
December 2022
Table 5. Comment Matrix: comments included in NPS review of the Draft Aquatic Resources Delineation Report
(submitted on [11/02/2022])
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG01_PROJECT_SL.mxd
NATIONAL PARK SERVICE
IMAGE COURTESY OF ESRI/USGS
4 35
28 2729
Kane
San Juan
FIGURE 1
PROJECT LOCATION MAP
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 1,500 3,000
Feet ±
LEGEND
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
PLSS SECTION
COUNTY
PLSS: PUBLIC LAND SURVEY SYSTEM
UTAH
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG02_SURVEYED_AR.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
COLORADO RIVER
4 35
28 2729
Kane
San Juan
ED-16
ED-07
ED-11
ED-03
ED-13
ED-12
ED-10
ED-08
ED-14
ED-15
ED-06
ED-01
ED-05
ED-02
ED-04
WL-01
WL-06
WL-05
WL-07
WL-03
WL-02
WL-04
ED-17
ED-09
FIGURE 2
SURVEYED AQUATIC RESOURCES
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 1,500 3,000
Feet ±
LEGEND
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
PLSS SECTION
COUNTY
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG03_NWI.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
COLORADO RIVER
L1UBHh
4 35
28 2729
Kane
San Juan
PUBHh
PUSAh
PUBHh
PABKx PABKx PABKx
PUBHh
R4SBCR4SBC
R4SBC
R4SBC
R4SBC
R4SBC
R4SBC
R4SBC
R4SBC
R4SBC
R4SBC
R4SBC
R4SBC
R5UBH
R5UBH
R5UBH
R5UBH
R5UBH
R5UBH
R5UBH
R5UBH
R5UBH
R5UBH
R5UBH
L1UBHh
L2USCh
L2USCh
L1UBHh
R5UBH
PABKx
FIGURE 3
NWI DATASET
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 1,500 3,000
Feet ±
LEGEND
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
PLSS SECTION
COUNTY
NWI DATASET
PALUSTRINE
RIVERINE
LACUSTRINE
NWI: NATIONAL WETLANDS INVENTORY
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.01_ED-01.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
UV276
NR
A S
R-
6K
ED-01
(R4SB4C)
0.140 ACRES*
FIGURE 4.01
EPHEMERAL DRAINAGES
(ED-01)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 50 100
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
CULVERT
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-01
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
COWARDIN CODE
ACREAGE CONTAINED WITHIN AREA OF POTENTIAL EFFECT
*ACREAGE INCLUDES AREA UNDER CULVERT CROSSING
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.02_ED-02.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
UV276
ST
AN
TO
N
CR
EE
K R
OA
D
ED-02
(R4SB4J)
0.047 ACRES*
FIGURE 4.02
EPHEMERAL DRAINAGES
(ED-02)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 50 100
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
CULVERT
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
*ACREAGE INCLUDES AREA UNDER CULVERT CROSSING
COLORADO RIVER
ED-02
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
COWARDIN CODE
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.03_ED-03.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
STANTON CREEK ROAD
ED-03
(R4SB4J)
0.555 ACRES*
FIGURE 4.03
EPHEMERAL DRAINAGES
(ED-03)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 300 600
Feet ±
COLORADO RIVER
ED-03
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
COWARDIN CODE
ACREAGE CONTAINED WITHIN AREA OF POTENTIAL EFFECT
*ACREAGE INCLUDES AREA UNDER CULVERT CROSSING
CULVERT
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
CULVERT
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.04_ED-04.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
STANTON CREEK ROAD ED-04
(R4SB4J)
0.026 ACRES
FIGURE 4.04
EPHEMERAL DRAINAGES
(ED-04)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 40 80
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-04
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.05_ED-05.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-06ED-06
ST
AN
TO
N
CR
EE
K R
OA
D
ED-06
ED-05
(R4SB4J)
0.071 ACRES
FIGURE 4.05
EPHEMERAL DRAINAGES
(ED-05)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 50 100
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-05
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.06_ED-06.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-06
(R4SB4J)
0.101 ACRES
ST
AN
TO
N
CR
EE
K R
OA
D
ED-05
FIGURE 4.06
EPHEMERAL DRAINAGES
(ED-06)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 50 100
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-06
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.07_ED-07.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ST
AN
TO
N C
RE
EK
RO
AD
ED-07
(R4SB4C)
0.456 ACRES
ED-07
(R4SB4C)
0.456 ACRES
ED-07
(R4SB4C)
0.456 ACRES
ED-07
(R4SB4C)
0.456 ACRES
FIGURE 4.07
EPHEMERAL DRAINAGES
(ED-07)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 150 300
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-07
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.08_ED-08.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-09
ED-08
(R4SB4C)
0.201 ACRES
FIGURE 4.08
EPHEMERAL DRAINAGES
(ED-08)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 40 80
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-08
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.09_ED-09.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
STANTON CREEK ROAD
ED-08
ED-09
(R4SB4J)
0.148 ACRES
FIGURE 4.09
EPHEMERAL DRAINAGES
(ED-09)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 40 80
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-09
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.10_ED-10.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ST
AN
TO
N
CR
EE
K
RO
AD
ED-10
(R4SB4J)
0.459 ACRES
ED-10
(R4SB4J)
0.459 ACRES
FIGURE 4.10
EPHEMERAL DRAINAGES
(ED-10)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 100 200
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-10
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.11_ED-11.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
#*ED-11
(R4SB4J)
0.314 ACRES
FIGURE 4.11
EPHEMERAL DRAINAGES
(ED-11)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 100 200
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-11
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.12_ED-12.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-12
(R4SB4J)
0.564 ACRES
FIGURE 4.12
EPHEMERAL DRAINAGES
(ED-12)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 150 300
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-12
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.13_ED-13.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-13
(R4SB4J)
0.560 ACRES
FIGURE 4.13
EPHEMERAL DRAINAGES
(ED-13)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 100 200
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-13
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.14_ED-14.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-13
ED-14
(R4SB4J)
0.209 ACRES
FIGURE 4.14
EPHEMERAL DRAINAGES
(ED-14)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 100 200
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-14
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.15_ED-15.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-14
ED-16
ED-15
(R4SB4J)
0.140 ACRES
FIGURE 4.15
EPHEMERAL DRAINAGES
(ED-15)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 100 200
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-15
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.16_ED-16.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-16
(R4SB4J)
0.708 ACRES
ED-17
WL-06
WL-07
FIGURE 4.16
EPHEMERAL DRAINAGES
(ED-16)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 120 240
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-16
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG04.17_ED-17.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-16
ED-17
(R4SB4J)
0.278 ACRES
FIGURE 4.17
EPHEMERAL DRAINAGES
(ED-17)
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 80 160
Feet ±
LEGEND
#* SAMPLE LOCATION
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE
PALUSTRINE
COLORADO RIVER
ED-17
0 5,0002,500
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG05_WETLANDS.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
ED-16
WL-06
(PUS2Ch)
0.095 ACRES
WL-07
(PUS2Ch)
0.147 ACRES
WL-01
(L2RS1Ch)
8.955 ACRES
WL-04
(L2US2Ch)
0.292 ACRES
WL-05
(L2US2Ch)
0.118 ACRES
WL-03
(L2US2Ch)
0.039 ACRES
WL-02
(L2US2Ch)
0.075 ACRES
FIGURE 5
WETLANDS
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 100 200
Feet ±
AQUATIC RESOURCE LABEL FORMAT
AQUATIC RESOURCE NAME
COWARDIN CODE
ACREAGE CONTAINED WITHIN AREA OF POTENTIAL EFFECT
LEGEND
*# UPLAND SAMPLE
)" WETLAND SAMPLE
WATERLINE (3,461.30')
AREA OF POTENTIAL EFFECT
(331.43 ACRES)
AQUATIC RESOURCE
INTERMITTENT RIVERINE
LITTORAL LACUSTRINE (ROCKY SHORE)
LITTORAL LACUSTRINE (UNCONSOLIDATED SHORE)
PALUSTRINE
C:\GISWorkspace\31800221.002_GLCA_Bullfrog Marina\MXD\31800221.002_FIG06_USACE_OHWM.mxd
IMAGE COURTESY OF ESRI/MAXAR (2021)
FIGURE 6
USACE LAKE POWELL OHWM
BULLFROG LAUNCH RAMP
T38S R11E
KANE COUNTY, UTAH
0 120 240
Feet ±
LEGEND
USACE OHWM (3,558')
AREA OF POTENTIAL EFFECT
(331.432 ACRES)
USACE/APE AREA OF OVERLAP
(16.400 ACRES)
OHWM: ORDINARY HIGH WATER MARK
USACE: UNITED STATES ARMY CORPS OF ENGINEERS
STREAM DATA SHEET
Date: 10/11/2022 Stream ID: ED-01 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.528835°N y: -110.711524°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-01
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__12 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___2 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 20 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____NE to SW__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Right Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
OHWM (Ordinary High Water Mark) Criteria
Bed and bank Changes in character of soil Destruction of terrestrial vegetation
Clear, natural line impressed on bank Leaf litter disturbed or washed away Scour
Vegetation matted down, bent, absent Presence of litter and debris Sediment deposition
Water staining Sediment sorting Other (list): Particle size distribution
Presence of wrack line Shelving
Abrupt change in plant community Multiple observed flow events Discontinuous OHWM? Yes No
HABITAT INFORMATION
Aquatic Habitat
Percentage Substrate Percentage of Pools, Runs, Riffles (within delineated reach)
__25_% Bedrock _____ % Gravel
_____% Concrete _____ %Cobbles
_____ % Silt __75_ % Sand
_____ % Clay _____ % Other __________
_N/A__ pools (deep, low velocity water, smooth surface) , max. depth (ft)_____
_N/A__ runs (fast flowing, low turbulence water)
_N/A__ riffles (shallow, fast moving water broken by rocks/boulders)
Woody Debris and Root Masses (within delineated reach)
No. of woody debris > 6” diameter within OHWM __0__
Linear feet of overhanging root masses along banks: __0__ left bank; __0__ right bank
Aquatic Vegetation
Type Aquatic Vegetation Species
None None Rooted Floating
Rooted Emergent Floating Algae
Rooted Submerged Attached Algae Barriers to Fish Passage? Yes No
Explain: N/A Free Floating ______% of reach
Canopy Cover
Open/full sun Partially Shaded Mostly Shaded Full Shade
Riparian Corridor
None Sapling/Shrub Forested Riparian Species
None Left Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Right Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Observed Riparian/Terrestrial/Aquatic Organisms
None
Anthropogenic Effects
Bridged Culverts Riparian Corridor Cleared
Diverted Drive-through/OHV crossing Dammed
Weir or Check Dam Other
No. of Associated Features and Feature IDs
Number Feature ID
Ponds:
Wetlands:
Other Streams:
Seeps/Springs:
Drains:
Comments
Recent surface disturbance adjacent the drainage on the north side of the road. Ephemeral drainage fed by precipitation events and stormwater runoff.
Date: 10/11/2022 Stream ID: ED-02 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.532717°N y: -110.704486°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-02
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__2 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___0.5 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 3 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____W to E__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Right Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
OHWM (Ordinary High Water Mark) Criteria
Bed and bank Changes in character of soil Destruction of terrestrial vegetation
Clear, natural line impressed on bank Leaf litter disturbed or washed away Scour
Vegetation matted down, bent, absent Presence of litter and debris Sediment deposition
Water staining Sediment sorting Other (list) _______________________
Percentage Substrate Percentage of Pools, Runs, Riffles (within delineated reach)
__25_% Bedrock _____ % Gravel
_____% Concrete _____ %Cobbles
_____ % Silt __75_ % Sand
_____ % Clay _____ % Other __________
_N/A__ pools (deep, low velocity water, smooth surface) , max. depth (ft)_____
_N/A__ runs (fast flowing, low turbulence water)
_N/A__ riffles (shallow, fast moving water broken by rocks/boulders)
Woody Debris and Root Masses (within delineated reach)
No. of woody debris > 6” diameter within OHWM __0__
Linear feet of overhanging root masses along banks: __0__ left bank; __0__ right bank
Aquatic Vegetation
Type Aquatic Vegetation Species
None None Rooted Floating
Rooted Emergent Floating Algae
Rooted Submerged Attached Algae Barriers to Fish Passage? Yes No
Explain: N/A Free Floating ______% of reach
Canopy Cover
Open/full sun Partially Shaded Mostly Shaded Full Shade
Riparian Corridor
None Sapling/Shrub Forested Riparian Species
None Left Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Right Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Observed Riparian/Terrestrial/Aquatic Organisms
None
Anthropogenic Effects
Bridged Culverts Riparian Corridor Cleared
Diverted Drive-through/OHV crossing Dammed
Weir or Check Dam Other
No. of Associated Features and Feature IDs
Number Feature ID
Ponds:
Wetlands:
Other Streams:
Seeps/Springs:
Drains:
Comments
Ephemeral drainage runs through culvert under Utah State Route 276. Drainage terminates into sheet flow to the east of the APE and stormwater ultimately flows to ED-03.
Date: 10/11/2022 Stream ID: ED-03 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.530596°N y: -110.702179°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-03
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__2 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___0.5 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 5 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____NW to SE__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Right Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
OHWM (Ordinary High Water Mark) Criteria
Bed and bank Changes in character of soil Destruction of terrestrial vegetation
Clear, natural line impressed on bank Leaf litter disturbed or washed away Scour
Vegetation matted down, bent, absent Presence of litter and debris Sediment deposition
Water staining Sediment sorting Other (list) _______________________
Percentage Substrate Percentage of Pools, Runs, Riffles (within delineated reach)
__10_% Bedrock _____ % Gravel
_____% Concrete __10_ %Cobbles
_____ % Silt __80_ % Sand
_____ % Clay _____ % Other __________
_N/A__ pools (deep, low velocity water, smooth surface) , max. depth (ft)_____
_N/A__ runs (fast flowing, low turbulence water)
_N/A__ riffles (shallow, fast moving water broken by rocks/boulders)
Woody Debris and Root Masses (within delineated reach)
No. of woody debris > 6” diameter within OHWM __0__
Linear feet of overhanging root masses along banks: __0__ left bank; __0__ right bank
Aquatic Vegetation
Type Aquatic Vegetation Species
None None Rooted Floating
Rooted Emergent Floating Algae
Rooted Submerged Attached Algae Barriers to Fish Passage? Yes No
Explain: N/A Free Floating ______% of reach
Canopy Cover
Open/full sun Partially Shaded Mostly Shaded Full Shade
Riparian Corridor
None Sapling/Shrub Forested Riparian Species
None Left Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Right Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Observed Riparian/Terrestrial/Aquatic Organisms
None
Anthropogenic Effects
Bridged Culverts Riparian Corridor Cleared
Diverted Drive-through/OHV crossing Dammed
Weir or Check Dam Other
No. of Associated Features and Feature IDs
Number Feature ID
Ponds:
Wetlands:
Other Streams:
Seeps/Springs:
Drains:
Comments
The drainage originates from sheet flow and stormwater from ED-02. The ephemeral drainage runs through a culvert under the access road to the water treatment facility. OHWM varies from 2-6 feet and gets wider as the drainage heads south. OHWM depth ranges from
0.5 – 1.5 feet. Large amounts of windblown Russian thistle skeletons in drainage. Bank heights also vary up to 12 feet in height in the southern reaches of the drainage within the APE.
Drainage is bound by the Stanton Creek Campground Road on the west and is fed by stormwater runoff from the road. The presence of the road concentrates flows in the drainage. As the drainage flows SW and intercepts erosional channels, OHWM indicators become more prominent. The drainage flows next to the APE and ultimately becomes ED-08.
Date: 10/11/2022 Stream ID: ED-04 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.518145°N y: -110.696347°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-04
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__1 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___0.5 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 5 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____NW to SE__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Right Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
OHWM (Ordinary High Water Mark) Criteria
Bed and bank Changes in character of soil Destruction of terrestrial vegetation
Clear, natural line impressed on bank Leaf litter disturbed or washed away Scour
Vegetation matted down, bent, absent Presence of litter and debris Sediment deposition
Water staining Sediment sorting Other (list) _______________________
Percentage Substrate Percentage of Pools, Runs, Riffles (within delineated reach)
__0_% Bedrock _____ % Gravel
_____% Concrete __20_ %Cobbles
_____ % Silt __80_ % Sand
_____ % Clay _____ % Other __________
_N/A__ pools (deep, low velocity water, smooth surface) , max. depth (ft)_____
_N/A__ runs (fast flowing, low turbulence water)
_N/A__ riffles (shallow, fast moving water broken by rocks/boulders)
Woody Debris and Root Masses (within delineated reach)
No. of woody debris > 6” diameter within OHWM __0__
Linear feet of overhanging root masses along banks: __0__ left bank; __0__ right bank
Aquatic Vegetation
Type Aquatic Vegetation Species
None None Rooted Floating
Rooted Emergent Floating Algae
Rooted Submerged Attached Algae Barriers to Fish Passage? Yes No
Explain: N/A Free Floating ______% of reach
Canopy Cover
Open/full sun Partially Shaded Mostly Shaded Full Shade
Riparian Corridor
None Sapling/Shrub Forested Riparian Species
None Left Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Right Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Observed Riparian/Terrestrial/Aquatic Organisms
None
Anthropogenic Effects
Bridged Culverts Riparian Corridor Cleared
Diverted Drive-through/OHV crossing Dammed
Weir or Check Dam Other
No. of Associated Features and Feature IDs
Number Feature ID
Ponds:
Wetlands:
Other Streams:
Seeps/Springs:
Drains:
Comments
Drainage is solely fed from stormwater flow from Stanton Creek Campground Road. OHWM indicators become more prominent and the OHWM width/depth increase after the drainage leaves the APE.
Date: 10/11/2022 Stream ID: ED-05 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.515473°N y: -110.698320°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-05
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__2.5 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___1 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 6 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____NW to SE__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Right Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
OHWM (Ordinary High Water Mark) Criteria
Bed and bank Changes in character of soil Destruction of terrestrial vegetation
Clear, natural line impressed on bank Leaf litter disturbed or washed away Scour
Vegetation matted down, bent, absent Presence of litter and debris Sediment deposition
Water staining Sediment sorting Other (list) _______________________
Percentage Substrate Percentage of Pools, Runs, Riffles (within delineated reach)
__0_% Bedrock _____ % Gravel
_____% Concrete __30_ %Cobbles
_____ % Silt __70_ % Sand
_____ % Clay _____ % Other __________
_N/A__ pools (deep, low velocity water, smooth surface) , max. depth (ft)_____
_N/A__ runs (fast flowing, low turbulence water)
_N/A__ riffles (shallow, fast moving water broken by rocks/boulders)
Woody Debris and Root Masses (within delineated reach)
No. of woody debris > 6” diameter within OHWM __0__
Linear feet of overhanging root masses along banks: __0__ left bank; __0__ right bank
Aquatic Vegetation
Type Aquatic Vegetation Species
None None Rooted Floating
Rooted Emergent Floating Algae
Rooted Submerged Attached Algae Barriers to Fish Passage? Yes No
Explain: N/A Free Floating ______% of reach
Canopy Cover
Open/full sun Partially Shaded Mostly Shaded Full Shade
Riparian Corridor
None Sapling/Shrub Forested Riparian Species
None Left Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Right Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Observed Riparian/Terrestrial/Aquatic Organisms
None
Anthropogenic Effects
Bridged Culverts Riparian Corridor Cleared
Diverted Drive-through/OHV crossing Dammed
Weir or Check Dam Other
No. of Associated Features and Feature IDs
Number Feature ID
Ponds:
Wetlands:
Other Streams:
Seeps/Springs:
Drains:
Comments
Drainage begins as sheet flow and the erosional feature develops minor OHWM indicators in the project area. The drainage combines with ED-06 southeast of the APE.
Date: 10/11/2022 Stream ID: ED-06 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.514678°N y: -110.698384°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-06
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__1 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___0.25 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 3 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____NW to SE__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Right Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
OHWM (Ordinary High Water Mark) Criteria
Bed and bank Changes in character of soil Destruction of terrestrial vegetation
Clear, natural line impressed on bank Leaf litter disturbed or washed away Scour
Vegetation matted down, bent, absent Presence of litter and debris Sediment deposition
Water staining Sediment sorting Other (list) Change in particle size dist.
Percentage Substrate Percentage of Pools, Runs, Riffles (within delineated reach)
__0_% Bedrock _____ % Gravel
_____% Concrete __25_ %Cobbles
_____ % Silt __75_ % Sand
_____ % Clay _____ % Other __________
_N/A__ pools (deep, low velocity water, smooth surface) , max. depth (ft)_____
_N/A__ runs (fast flowing, low turbulence water)
_N/A__ riffles (shallow, fast moving water broken by rocks/boulders)
Woody Debris and Root Masses (within delineated reach)
No. of woody debris > 6” diameter within OHWM __0__
Linear feet of overhanging root masses along banks: __0__ left bank; __0__ right bank
Aquatic Vegetation
Type Aquatic Vegetation Species
None None Rooted Floating
Rooted Emergent Floating Algae
Rooted Submerged Attached Algae Barriers to Fish Passage? Yes No
Explain: N/A Free Floating ______% of reach
Canopy Cover
Open/full sun Partially Shaded Mostly Shaded Full Shade
Riparian Corridor
None Sapling/Shrub Forested Riparian Species
None Left Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Right Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Observed Riparian/Terrestrial/Aquatic Organisms
None
Anthropogenic Effects
Bridged Culverts Riparian Corridor Cleared
Diverted Drive-through/OHV crossing Dammed
Weir or Check Dam Other
No. of Associated Features and Feature IDs
Number Feature ID
Ponds:
Wetlands:
Other Streams:
Seeps/Springs:
Drains:
Comments
The drainage begins as an erosional feature from sheet flow supplied only from direct precipitation to the hills and cliffs to the northwest of the APE. The erosional feature develops minor OHWM indicators within the APE. The drainage combines with ED-05 to the southeast of the APE.
Date: 10/11/2022 Stream ID: ED-07 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.511682°N y: -110.699909°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-07
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__4 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___0.5 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 10 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____N to S__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Right Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
OHWM (Ordinary High Water Mark) Criteria
Bed and bank Changes in character of soil Destruction of terrestrial vegetation
Clear, natural line impressed on bank Leaf litter disturbed or washed away Scour
Vegetation matted down, bent, absent Presence of litter and debris Sediment deposition
Water staining Sediment sorting Other (list) Change in particle size dist.
Percentage Substrate Percentage of Pools, Runs, Riffles (within delineated reach)
__0_% Bedrock __20_ % Gravel
_____% Concrete __10_ %Cobbles
_____ % Silt __70_ % Sand
_____ % Clay _____ % Other __________
_N/A__ pools (deep, low velocity water, smooth surface) , max. depth (ft)_____
_N/A__ runs (fast flowing, low turbulence water)
_N/A__ riffles (shallow, fast moving water broken by rocks/boulders)
Woody Debris and Root Masses (within delineated reach)
No. of woody debris > 6” diameter within OHWM __0__
Linear feet of overhanging root masses along banks: __0__ left bank; __0__ right bank
Aquatic Vegetation
Type Aquatic Vegetation Species
None None Rooted Floating
Rooted Emergent Floating Algae
Rooted Submerged Attached Algae Barriers to Fish Passage? Yes No
Explain: N/A Free Floating ______% of reach
Canopy Cover
Open/full sun Partially Shaded Mostly Shaded Full Shade
Riparian Corridor
None Sapling/Shrub Forested Riparian Species
None Left Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Right Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Observed Riparian/Terrestrial/Aquatic Organisms
None
Anthropogenic Effects
Bridged Culverts Riparian Corridor Cleared
Diverted Drive-through/OHV crossing Dammed
Weir or Check Dam Other
No. of Associated Features and Feature IDs
Number Feature ID
Ponds:
Wetlands:
Other Streams:
Seeps/Springs:
Drains:
Comments
ED-07 is a relatively significant ephemeral drainage that runs north to south within the APE for approximately 0.35 miles. The drainage is fed by precipitation events and runoff on the cliffs and hills to the west. OHWM indicators are consistent and prominent. The drainage does develop braided channels at times which likely change after significant runoff events.
Date: 10/11/2022 Stream ID: ED-08 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.506182°N y: -110.697781°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-08
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__11 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___0.5 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 20 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____NE to SW__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Right Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
OHWM (Ordinary High Water Mark) Criteria
Bed and bank Changes in character of soil Destruction of terrestrial vegetation
Clear, natural line impressed on bank Leaf litter disturbed or washed away Scour
Vegetation matted down, bent, absent Presence of litter and debris Sediment deposition
Water staining Sediment sorting Other (list) Change in particle size dist.
Percentage Substrate Percentage of Pools, Runs, Riffles (within delineated reach)
__0_% Bedrock __10_ % Gravel
_____% Concrete __0__ %Cobbles
_____ % Silt __90_ % Sand
_____ % Clay _____ % Other __________
_N/A__ pools (deep, low velocity water, smooth surface) , max. depth (ft)_____
_N/A__ runs (fast flowing, low turbulence water)
_N/A__ riffles (shallow, fast moving water broken by rocks/boulders)
Woody Debris and Root Masses (within delineated reach)
No. of woody debris > 6” diameter within OHWM __0__
Linear feet of overhanging root masses along banks: __0__ left bank; __0__ right bank
Aquatic Vegetation
Type Aquatic Vegetation Species
None None Rooted Floating
Rooted Emergent Floating Algae
Rooted Submerged Attached Algae Barriers to Fish Passage? Yes No
Explain: N/A Free Floating ______% of reach
Canopy Cover
Open/full sun Partially Shaded Mostly Shaded Full Shade
Riparian Corridor
None Sapling/Shrub Forested Riparian Species
None Left Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Right Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Observed Riparian/Terrestrial/Aquatic Organisms
None
Anthropogenic Effects
Bridged Culverts Riparian Corridor Cleared
Diverted Drive-through/OHV crossing Dammed
Weir or Check Dam Other
No. of Associated Features and Feature IDs
Number Feature ID
Ponds:
Wetlands:
Other Streams:
Seeps/Springs:
Drains:
Comments
ED-08 is a well-defined ephemeral drainage with consistent, distinct OHWM indicators. The drainage is fed by runoff from ED-02 –
ED-06, and small erosional features to the northeast of the APE. The drainage flows southwest into Stanton Canyon. The drainage channel crosses Stanton Canyon dRoad via a low-water crossing.
Date: 10/11/2022 Stream ID: ED-09 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.505737°N y: -110.697079°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-09
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__10 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___0.5 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 14 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____E to W__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Right Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
OHWM (Ordinary High Water Mark) Criteria
Bed and bank Changes in character of soil Destruction of terrestrial vegetation
Clear, natural line impressed on bank Leaf litter disturbed or washed away Scour
Vegetation matted down, bent, absent Presence of litter and debris Sediment deposition
Water staining Sediment sorting Other (list) Change in particle size dist.
Percentage Substrate Percentage of Pools, Runs, Riffles (within delineated reach)
__0_% Bedrock __10_ % Gravel
_____% Concrete __0__ %Cobbles
_____ % Silt __90_ % Sand
_____ % Clay _____ % Other __________
_N/A__ pools (deep, low velocity water, smooth surface) , max. depth (ft)_____
_N/A__ runs (fast flowing, low turbulence water)
_N/A__ riffles (shallow, fast moving water broken by rocks/boulders)
Woody Debris and Root Masses (within delineated reach)
No. of woody debris > 6” diameter within OHWM __0__
Linear feet of overhanging root masses along banks: __0__ left bank; __0__ right bank
Aquatic Vegetation
Type Aquatic Vegetation Species
None None Rooted Floating
Rooted Emergent Floating Algae
Rooted Submerged Attached Algae Barriers to Fish Passage? Yes No
Explain: N/A Free Floating ______% of reach
Canopy Cover
Open/full sun Partially Shaded Mostly Shaded Full Shade
Riparian Corridor
None Sapling/Shrub Forested Riparian Species
None Left Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Right Bank Corridor Width
0-10 10-25 26-50 51-75 76-100 101-150 150+
Observed Riparian/Terrestrial/Aquatic Organisms
None
Anthropogenic Effects
Bridged Culverts Riparian Corridor Cleared
Diverted Drive-through/OHV crossing Dammed
Weir or Check Dam Other
No. of Associated Features and Feature IDs
Number Feature ID
Ponds:
Wetlands:
Other Streams:
Seeps/Springs:
Drains:
Comments
ED-09 consists of two drainage channels that combine into one within the APE. The northern channel has distinct OHWM indicators and collects water from a relatively large, localized watershed to the northeast. The southern channel resembles an erosional channel that collects water as sheet flow during precipitation events to the east of the APE.
Date: 10/12/2022 Stream ID: ED-10 Project: NPS GLCA Bullfrog Launch Ramp
State: UT County: Kane County x: 37.502491°N y: -110.694553°W
Team No: Observers: J. Franks Stream Name: Ephemeral Drainage ED-10
Photos: Attachment III Photographic Log
Survey Area
ROW Access Road Facility ATWS/Staging Area
HUC:
140700011301
Stream Type
Natural Ditch/Canal/Other
CURRENT HYDROLOGIC CONDITIONS
Water Present Yes No
Water Quality
Clear Discolored Turbid Oily Film Odor
Other/Comments: N/A
OHWM Width (ft) Width at Data point__13 ft___
1-5 6-10 11-15 16-25 26-50 51-75 76+
OHWM Depth (ft) Depth at Data point___0.5 ft___
0-0.5 0.5-1 1-1.5 1.5-2 2-3 3-5 5-10 10+
PHYSICAL CHARACTERISTICS
**Right vs. Left bank from the perspective of someone facing downstream
Bankfull Width (ft): 0-5 6-10 11-15 16-20 21-25 26-30 31-40 41-50 51-75 76-100 100+
Bankfull Width (ft):
Width at Data point: 20 ft____ Flow Type
TNW P-RPW non-RPW
FERC Classification
Minor (<10 ft) Intermediate (10-100 ft) Major (>100 ft)
Stream Flow Direction:
____NE to SW__
Sinuosity (bends per 200’ stretch)
0 1 2 3 3+
Gradient
Flat (0.5’/100’) Flat-Moderate Moderate (2’/100’)
Moderate-Severe Severe (10’/100’)
Left Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Right Bank
Height:
1-3 4-6 7-9 10-12 13-15 16-20 21-30 30+
Slope:
0-30° (4:1) 31-45° (3:1) 46-60° (2:1) 61-90° (1:1)
Left Bank
Percentage of Bank with Evidence of Erosion
0 1-10 11-25 26-50 51-75 76-100
Erosion Types
Undercutting Sloughing Livestock/Wildlife Impacts
Percentage of Bank with Stabilizing Vegetation
0 1-10 11-25 26-50 51-75 76-100
Stabilizing Bank Vegetation Type
None Present Herbaceous Sapling/Shrub Tree
Righ…
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