20060452 Ver 3_COMPLETE FILE_20060310

0?o? WAT?9pG
6
? r
o 1<
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 26, 2006
DWQ# 06-0452
Davidson County
Mr. Lin Xu
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC, 27699-1652
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Xu:
The North Carolina Ecosystem Enhancement Program has our approval to conduct stream and wetland
restoration, enhancement, and preservation activities, in accordance with the attached conditions, along a total
of approximately 19,581 linear feet of Rich Fork and unnamed tributaries to Rich Fork, and approximately
12.9 acres of wetland located on the Valley Fields Farm conservation easement situated northeast of
Wallburg-High Point Rd in Davidson County, near High Point, as described in your application received by
the Division of Water Quality on March 10, 2006. After reviewing your application, we have determined that
this activity is covered by General Water Quality Certification Number 3495, which can be viewed on our
web site at hq:://www.ncwaterqualilorg/wetlands.html. This Certification allows you to use Nationwide
Permit Number 27 when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any
other applicable federal, state or local permits before you proceed with your project, including (but not limited
to) those required by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed
regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. For this approval to be valid,
you must follow the conditions listed in the attached certification, as well as the additional conditions
listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
No°AhCarolina
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet htto//:www.ncwaterguality.orp
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
I-. LII I -
April 26, 2006
Page 2

Amount Plan Location or Reference
Approved
Streams 10,851 linear feet Seven identified reaches of Rich Fork and unnamed tributaries of
restoration Rich Fork, as depicted on the project site hydrological features map
(Figure 4 of the Stream Restoration Plan).
8,730 linear feet Ten identified reaches of unnamed tributaries of Rich Fork, as
preservation depicted on the project site hydrological features map (Figure 4 of
the Restoration Plan).
Wetlands 2.7 acres Four identified wetland areas as depicted on the project site wetland
preservation delineation ma (Figure 5 of the Restoration Plan) .
4.5 acres Seven identified wetland areas as depicted on the project site
enhancement wetland delineation map (Figure 5 of the Restoration Plan)
5.7 acres One identified wetland adjacent to Rich Fork
restoration
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Erosion and Sediment Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C waters as described in 15A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. Such measures must equal or exceed the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. These measures must
be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor
owned and leased borrow pits, which are associated with the project.
3. Rich Fork Creek has been listed as an impaired 303(d) water of the state. DWQ is very concerned with
sediment and erosion impacts that could result from this project. DWQ recommends that the most
protective sediment and erosion control BMP's be implemented for this project.
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project.
5. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
6. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
This certificate should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Completion, please send photographs showing
all restored stream reaches.
"vir. Lin Xu
April 26, 2006
Page 3
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Sue Homewood in the DWQ Winston-Salem Regional Office at
[phone] or Ian McMillan in the Central Office in Raleigh at [phone].
Sincerely,
Alan W. Klimek, P.E.
Attachments
cc: John Thomas, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
???l?n? sf?li?l•?Y
Melonie Allen, Western Project Manager, N. C. Ecosystem Enhancement Program, 1652 Mail Service
Center, Raleigh, NC 27699-1652
10
comments on Valley farms Restoration plan 06-0452
Subject: comments on Valley farms Restoration plan 06-0452
From: Larry Eaton <[e-mail]>
Date: Fri, 07 Apr 2006 09:06:01 -0400
To: John Dorney <[e-mail]>
I got a chance to read through the Valley Fields Farm Restoration Plan last night and
this morning. overall it looks like a good project and if they do what they say, the
stream monitoring portion of this could work well. The wateshed, between Greensboro
and Winston-Salem is mostly rural now, but is expected to become more developed in
the near future, so the stream instability evident in the photos would only be
expected to get worse. I was encouraged to see that some stormwater management was
included in the restoration plan. This may be the first stream restoration project I
have seen that includes Stormwater.
I considered requiring biological monitoring for this project, but decided against it
since as the watershed builds out, water quality will decline and mask any water
quality improvements that may or may not stem from the project. The best this
project hopes to do is to keep this stream stable as the watershed builds out and the
flows get flashier and more erosive. If this project does can handle the changing
hydrology, not silting in early nor blowing out toward the end of build out, that is
probably sufficient success and their cross section monitoring, pebble counts and
extensive photo documentation should cover this.
My one disappointment was the predictable continous sine wave shape of the project (a
channel design no natural channel has ever adopted) and the large number of hard
structures (rock vanes, j hooks, root wads, etc) that occur every 75 feet or so.
Perhaps this extensive hardening will be necessary to keep the stream stable at build
out, but it seems more than necessary with current land use.
Larry
1 of 1 4/7/2006 9:26 AM
2 0 0 6 0 4 5 2
March 10, 2006
Cyndi Karoly, Unit Supervisor
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699 - 1650
Re: Permit Application- Valley Fields Farm Stream and Wetland Restoration Project
Dear Ms. Karoly:
Attached for your review are two copies of restoration plans (one copy sent to DWQ Winston-
Salem Regional Office) for Valley Fields Farm stream and wetland restoration project in
Davidson County. Please feel free to contact me with any questions regarding this plan (715-
7571).
Thank you very much for your assistance.
Sincerely

Lin Xu
Attachment: Restoration Plans (2 originals)
MAR 1 0 7 96
STOR44 ERIB?ctf
t-0r ° ... E °? Prot t4' e Our 5t
ain ? A'A
"' NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service tenter, Raleigh, NC 21699-1652 / 919-715-0476 / www.nceep.net
Stream and Wetland Restoration Plan
for Valley Fields Farm
Davidson County, North Carolina
Project ID No. 020593902
Prepared for:
v
i
L?cf?s?y?teill
ilk lit

NCDENR-Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, North Carolina 27699-1652
March 2006
©Kimley-Horn and Associates, Inc. 2005
•
•
Prepared By:
KimlepHom
and Associates, Inc.
Kimley-Horn and Associates, Inc.
3001 Weston Parkway
Cary, NC 27513
Phone Number:
Fax Number:
[phone]
[phone]
Project Manager: William R. Wilhelm, P.E.
Phone Number:
Fax Number:
[phone]
[phone]
MAR 1 0 2006
Mp?Nh
OS;-
-,E
uH?l1y
c arc'iR Q A BRANCH
0
Contents
E
ti
S
xecu ................
ve
ummary ......................................
....................................................................
.. 9
1.0 Project Site Identification and Location ............................................................................. 10
1.1 Directions to Project Site .................................................................................................... 10
1.2 USGS Hydrologic Unit Code and NCDWQ River Basin Designations ............................. 10
1.3 Project Vicinity Map ........................................................................................................... 10
2.0 Watershed Characterization .................................................................. 10
2
1 ..............................
D
i
A
. ra
nage
rea ..................................................................................................................... 10
2.2 Surface Water Classification / Water Quality ..................................................................... 10
2.3 Physiography and Soils ....................................................................................................... 11
2.4 Land Use and Development Trends .................................................................................... 11
2.4.1 Historical Land Use .................................................................................................... 11
2.4.2 Development Trends ................................................................................................... 11
2.4.3 Threatened and Endangered Species .......................................................................... 13
2.4.4 Cultural Resources ...................................................................................................... 13
2.4.5 Potential Constraints ................................................................................................... 13
3.0 Project Site Streams .............................................................................................................. 14
3.1 Channel Classification ........................................................................................................ 14
3.2 Channel Discharge .............................................................................................................. 15
3.3 Channel Morphology .......................................................................................................... 15
3.4 Channel Stability Assessment ............................................................................................. 15
3.5 Bankfull Verification .......................................................................................................... 17
• 3.6
4
0 Vegetation........
R
f
S 17

.
treams s
e
erence
................................................................................................................
17
4.1 Watershed Characterization ................................................................................................ 17
4.2 Channel Classification ........................................................................................................ 18
4.3 Discharge ..............................................................................................:............................. 18
4.4 Channel Morphology .......................................................................................................... 18
4.5 Channel Stability Assessment ............................................................................................. 18
4.6 Bankf ill Verification .......................................................................................................... 18
4.7 Vegetation ........................................................................................................................... 19
5.0 Project Site Wetlands ........................................................................................................... 19
5.1 Jurisdictional Wetlands ....................................................................................................... 19
5.2 Hydrological Characterization ............................................................................................ 22
5. 2.1 Groundwater Modeling ............................................................................................... 22
5. 2.2 Surface Water Modeling ............................................................................................. 22
5. 2.3 Hydrologic Budget ...................................................................................................... 22
5.3 Soil Characterization ........................................................................................................... 23
5.4 Plant Community Characterization ..................................................................................... 23
6.0 Reference Wetland ................................................................................................................ 24
6.1 Hydrological Characterization ............................................................................................ 24
6.2 Soil Characterization ........................................................................................................... 24
6.3 Plant Community Characterization ..................................................................................... 24
6. 3.1 Community Description .............................................................................................. 24

• 7.0
7
1 Project Site Restoration Plan ...............................................................................................
R
t
ti
P
j
t G
l
d Ob
ti 25
. es
ora
on
ro
ec
oa
s an
jec
ves ........................................................................... 25
• 7.1.1 Designed Channel Classification and Wetland Type ..................................................
7.1.2 Target Wetland Communities / Buffer Communities ................................................. 27
27
7.2 Sediment Transport ............................................................................................................. 28
7.2.1 Methodology ............................................................................................................... 28
7.2.2 Calculations and Discussion ............................ I 28
7.3 HEC-RAS Analysis ............................................................................................................ 29
7.4 Stormwater Best Management Practices ............................................................................ 31
7.4.1 Site-Specific Stormwater Concerns ............................................................................ 31
7.4.2 Device Description and Application ........................................................................... 31
7.5 Hydrologic Modification .................................................................................................... 31
7.5.1 Narrative of Modifications .......................................................................................... 31
7.6 Soil Restoration ................................................................................................................... 31
7.7 Natural Plant Community Restoration ................................................................................ 32
7.7.1 Planting Zones ............................................................................................................ 33
7.7.2 Plant Sources ............................................................................................................... 33
7.7.3 Plant Care and Installation .......................................................................................... 34
7.7.4 Plant List ..................................................................................................................... 34
7.7.5 Schedule ...................................................................................................................... 34
7.7.6 Stabilization ................................................................................................................ 35
7.7.7 Site Preparation ........................................................................................................... 35
7.7.8 Planting Review .......................................................................................................... 35
7.7.9 Monitoring and Maintenance ...................................................................................... 35
. 8.0 Performance Criteria ............................................................................................................
8.1 Stream Success Criteria ...................................................................................................... 35
35
8.2 Wetland Success Criteria .................................................................................................... 36
8.2.1 Hydrology ................................................................................................................... 36
8.2.2 Vegetation ................................................................................................................... 37
8.2.3 Soil .............................................................................................................................. 37
8.3 Vegetation Success Criteria ................................................................................................ 37
8.4 Schedule / Reporting ........................................................................................................... 37
9.0 References .............................................................................................................................. 39
Report Tables
Table 1: Project Restoration Summary ................................................................................................. 9
Table 2: Drainage Area and Stream Classification ............................................................................. 10
Table 3: Existing Land Use of the Watershed .................................................................................... 11
Table 4: Summary of Stream Classification ....................................................................................... 14
Table 5: Restoration Streams Peak Discharges .................................................................................. 15
Table 6: Restoration Reach Characteristics ........................................................................................ 16
Table 7: Reference Stream Peak Discharges ..................................................................................... 18
Table 8: Existing Wetland Vegetation ................................................................................................ 21
Table 9: Summary of Shear Stress Calculations ................................................................................. 29
Table 10: Summary of Hydraulic Properties from HEC-RAS Model ................................................ 30
•

•
•
Table I. Project Restoration Structure and Objectives
Table II. Drainage Areas
Table III. Land Use of Watershed
Table IV. Morphological Table
Table V. BEHI/NBS and Sediment Export Estimate for Project Site Streams
Table VI. BEHI/NBS and Sediment Export Estimate for Reference Streams
Table VII. Designed Vegetative Communities (by zone)
10.0 Restoration Tables
11.0 Figures
Figure 1 Project Site Vicinity Map
Figure la Project Site Location
Figure 2 Project Site Watershed Map
Figure 3 Project Site NRCS Soil Survey Map
Figure 4 Project Site Hydrologic Features Map with Gauge Locations
Figure 5 Project Site Wetland Delineation Map with Location of Reference Wetland, Soils
Sample Sites, and Groundwater Monitoring Gauges.
Figure 6 Reference Site Vicinity Map
Figure 7 Reference Site Watershed Map
Figure 8 Reference Site NRCS Soil Survey Map (1994)
Figure 9 Project Site FEMA Firm Map
Figure 10 Reference Site Vegetative Communities Map
12.0 Designed Sheets
Sheets lA-1H Existing Channel/Site Conditions
Sheet 2. Designed Channel Alignment and / or Site Conditions (See Restoration Plan)
Sheet 3. Longitudinal Profile (See Restoration Plan)
Sheet 4. Designed Vegetative Communities Map (by zone) (See Restoration Plan)
13.0 Appendices
Appendix 1 Project Site Photographs
Appendix 2 Project Site USACE Routine Wetland Determination Forms
Appendix 3 Project Site NCDWQ Stream Classification Forms
Appendix 4 Reference Site Photographs
Appendix 5 Reference Site USACE Routing Wetland Determination Forms
Appendix 6 Project Site NCDWQ Stream Classification Forms
Appendix 7 Hydrologic Gauge Data Summary, Groundwater and Rainfall Information
Appendix 8 HEC-RAS Analysis
Appendix 9 Environmental Data Services, Inc. Report
Appendix 10 Detailed Reach Morphology
Appendix 11 GeoTechnologies, Inc. Grain Size Distribution Report
Appendix 12 Soil, Water, and Environment Group Hydric Soils Report
Appendix 13 Soil Nutrient Testing Report
•
The Valley Fields Farm Stream and Wetland Restoration project will enhance / restoration streams
and wetlands within the Yadkin Subbasin (03040103 Hydrologic Unit Code). The site is located in
Davidson County, North Carolina west of High Point, North Carolina (Figure 1). The project area is
defined by a conservation easement purchased by NCDOT and transferred to the Ecosystem
Enhancement Program (EEP). The conservation easement includes a parcel of land within Valley
Fields Farm owned by Mr. Dave Phillips and encloses approximately 19,000 linear feet of stream
and approximately 1 acres of wetlands to be preserved, enhanced, and restored. The project area
covers a broader area than a conservation easement found in typical urban projects and includes
almost the entire floodplain of the primary streams.
The project watershed lies within a rapidly developing area. Associated with the surrounding
development, the regions water quality has degraded mainly due to stream bank instability and
polluted runoff. The primary stream, Rich Fork, has been listed as an impaired 303(d) water way and
the watershed is the subject of a developing TMDL reduction plan. Biological habitat also has
diminished due to conversion to developed land uses.
The goal of the restoration project is to improve the water quality and biological habitat of the site's
streams and wetlands through the following:
Preserve stable on-site streams, wetlands, and riparian buffers in catchments draining into the
• primary enhancement / restoration reaches
Enhance and restore (pattern, dimension, and profile) unstable streams using natural channel
design techniques
¦ Re-establish riparian buffers
¦ Enhance and restore wetlands through modifications to hydrology, vegetation, and soils
• Improve water quality of non point source stormwater through Best Management Practices
A summary of project enhancement / restoration is provided in Table 1 and Restoration Table I
provides a detailed breakdown of project restoration.
Table 1: Project Restoration Summary
Restoration Type Existing Linear Footage
or Acreage Designed Linear Footage or Acreage'
Stream Preservation 8,730 5,730
Stream Restoration 10,128 10,851
Wetland Preservation 2.7 2.7
Wetland Enhancement 4.5 4.5
Wetland Restoration -- 5.7
•
9
•
VI«i 1611-.11U11VG11V11 Q11W LVbQLIVI I
1.1 Directions to Project Site
The Valley Fields Farm project area is located approximately 3.2 miles northwest of High Point,
North Carolina (Figure IA and 113) The project site is located adjacent to Wallburg-High Point
Road about 1 mile east of the intersection of Wallburg-High Point Road and Horneytown Road.
1.2 USGS Hydrologic Unit Code and NCDWQ River Basin Designations
The project site is located in the USGS Hydrologic Unit Code 03040103030030 and all of the
project streams are located in the Yadkin River basin and the 03-07-07 NCDWQ sub-basin.
1.3 Project Vicinity Map
See Figure IA for the project vicinity map.
2.0 Watershed Characterization
xuk
Table 2 provides hydrological and surface water classification information for the major project
reaches.
Table 2: Drainage Area and Stream Classification
Reach Drainage Area
(mi) Surface Water
Classification Stream Order
Rich Fork (Reach A) 6.5 C 3
Primary UT to Rich Fork 2.3 C 2
(Reach B)
Secondary UT to Rich Fork 0
2 C 1
(Reach C) .
Tributary to Primary UT to 0.2 C 1
Rich Fork (Reach D)
2.2 Surface Water Classification / Water Quality
See Table 2 above for surface water classifications. The North Carolina Environmental and Natural
Resources, Division of Water Quality (NCDENR-DWQ) lists Rich Fork from its source downstream
to Abbot's Creek as an impaired water due to fecal colifotm on the 2002 Integrated 305(b) and 303
(d) report (North Carolina Department of Environment and Natural Resources - Division of Water
• Quality: Planning Branch 2003a). NCDENR-DWQ currently is developing a Total Maximum Daily
10
Load (TMDL) plan for the Rich Creek Watershed (North Carolina Department of Environment and
• Natural Resources - Division of Water Quality: Planning Branch 2003b). Visual inspections of the
stream revealed highly turbid conditions especially during heavy rainfall events. (See photos 1 and 2
in Appendix 1.)
2.3 Physiography and Soils
The project watershed lies within the Piedmont - Southern Outer Piedmont Ecoregion, part of the
Piedmont physiographic province. Valley slopes between 0.003 and 0.011 typify the topography of
the project watershed.
Chewacla loam and Wehadkee loam soils cover the floodplain of most project streams as shown in
Figure 3. Chewacla and Wehadkee soils are both found in recent alluvium on nearly level
floodplains. Both soils formed in residuum from schist, gneiss, granite, phyllite, and other
metamorphic and igneous rocks.
2.4 Land Use and Development Trends
2.4.1 Historical Land Use
Historically, pasture, farms, and forests have dominated the landscape. Based on a review of recent
aerial photography flown for the city of High Point in 1999 (Figure 2), developed and farmed lands
cover nearly 60% of the watershed. Forested uplands cover most of the remaining watershed area.
• Table 3 shows the distribution of land cover within the watershed.
Table 3: Existing Land Use of the Watershed
Land Cover Acreage Percentage of Total
Coverage
forested 1,786 43%
Developed

(Residential/Industrial/Commercial) 1,462 35%
Herbaceous Planted / Cultivated 879 22%
Impervious surfaces comprise approximately 4.7% of the watershed draining the downstream most
point of the project the downstream end of Rich Fork (Reach A). At the confluence of Rich Fork
and the primary tributary (Reach B), impervious surfaces make up approximately 7.6% of the
watershed area. Immediately above the confluence, the watershed Reach A has an impervious
surface coverage of 4.2% and the watershed for Reach B has impervious surface coverage of 13.5%..
The watershed draining into Reach B at Shadow Valley Road consists of approximately 16.5%
impervious surfaces. The tributary to Reach B (Reach D) drains an area that is approximately 1.0%
impervious surface. The secondary tributary to Rich Fork (Reach C) includes approximately 1.9%
of its drainage area as impervious surface.
2.4.2 Development Trends
Much of the watershed has not been developed; however, current trends indicate strong growth in
both commercial and residential developments within the project watershed. Indicators of land use
• trends are presented below.
11
R Landowner Plans
• Based on a conversation between Kimley-Horn and Mr. Phillips on June 4, 2003, there was an
expressed interest in creating a more "natural" landscape within the area that currently is used for
hay production. Since that conversation, much of this area has been placed within a conservation
easement purchased by NCDOT and transferred to EEP. The surrounding portion of Mr. Phillips'
land may be developed as low density residential. Mr. Phillips has created preliminary plans and has
requested stream crossings to be incorporated into the restoration plan.
¦ Zoning
The watershed lies within two administrative jurisdictions: Davidson County and the City of High
Point. Two Davidson County land use zones fall within the watershed: Rural Agricultural (RA) and
Low-Density Residential (RS). The zoning, whose official county descriptions are given below,
suggest the potential for light to moderate development within the Davidson County portion of the
watershed.
RA-, RA-2, and RA-3. Rural Agricultural District The intent of the Rural Agricultural District
is to provide for rural non-farm and farm operations, where soils types, topography, lot size and
related factors are appropriate. Long-term solutions to sanitary sewage disposal shall be
individual septic tanks or equivalent methods. The mix of uses shall recognize that agriculture is
an important land use in these districts. Mobile homes are permitted as single family dwellings
on individual lots, subject to varying locational controls.
RS. Low Intensity Residential District - The intent of the Low Intensity Residential District is to
provide space for suburban residential development, where soils types, location, and topography
make this type of development appropriate.
The City of High Point Land Use Plan classifications, listed below in order of largest to smallest
areas, suggest more intense development potential within the High Point portion of the watershed.
¦ Low Density Residential
¦ Moderate Density Residential
¦ Medium Density Residential
¦ Institutional
Community/Regional Commercial
• Local/Convenience Commercial
• Recreation/Open Space
¦ Heavy Industrial
• Comprehensive Plan
Neither the City of High Point nor Davidson County currently has a comprehensive growth plan.
¦ Major Transportation Projects
NCDOT TIP project U-2537 is a planned west belt from I-85 to US-311. This project, when
completed, is expected to encourage growth within the watershed. Currently, the project is not
funded and does not appear on the NCDOT TIP map but is listed in the database. The proposed
alignment shown in the City of High Point zoning map has the road potentially passing through the
IS upper section of the watershed.
12
• ?,:§ N 11i ;rst llo t a [Id f:@itt N t f4c,lba
According to a preliminary site screening performed for NCDOT in 2002, there are no occurrences
of federally listed threatened or endangered species within the property. One state listed species, the
Greensboro burrowing crayfish (Cambarus catagious) has elements of occurrence within 5 miles of
the project area. Greensboro burrowing crayfish is listed as a species of special concern that is
imperiled in North Carolina because of rarity or otherwise vulnerable to extirpation in the state. It is
endemic to North Carolina with a range from the Greensboro area to the Uwhan-ies.
A search of the US Fish and Wildlife Service website (endangered.fws.gov) and the North Carolina
Natural Heritage Program website (http://207.4.179.38/nhp/) in August 2005 did not identify any
federally listed endangered or threatened species residing within the Kernersville or High Point West
USGS Quadrangles.
2.4.4 Cultural Resources
According to the North Carolina State Archaeology Office, there are no listed archaeology sites
within the project area. The North Carolina State Historical Preservation Office (SHPO) lists two
occurrences of historically relevant sites within the project area: Windcrest Stables (DV-124) and Eli
Moore House (DV-125). NCDOT contacted SHPO and it was determined that stream mitigation
activities would not adversely affect historical structures.
2.4.5 Potential Constraints
a Property Ownership and Boundary
• The Valley Fields property is entirely owned by Mr. Dave Philips. The conservation easement
generally including the floodplain valley throughout the property has been purchased by NCDOT.
The boundary for the conservation easement has been surveyed and recorded. There should be no
conflicts with property ownership or boundaries.
• Site Access
The Valley Fields Farm has adequate access to the project streams on both Reach A-1 (Lower Rich
Fork) and Reach B-1 (Primary UT to Rich Fork). Temporary construction roads may be needed to
create access to the other reaches; however, there is sufficient room within the easement for these to
be created.
• Utilities
Coordination with Colonial Pipeline will be required when construction begins near their easement
boundary (Upper and Lower Rich Fork).
There are also several City of High Point sewer crossings that have been located by the detailed
survey. Stream elevations are designed to match or exceed the approximate elevations at which the
stream currently crosses buried sewer lines. If the sewer line is above grade, the stream bed elevation
is designed to match the existing elevation. The sewer line also runs parallel to both Rich Fork and
Primary UT to Rich Fork. The designed stream has been relocated away from these lines where
topography and geomorphology allow. The sewer easement also lies within the 50-foot riparian
buffer. The utility easements will be planted with herbaceous vegetation; however, each side of the
easement will be planted with woody vegetation. To prevent the adjacent manholes from flooding,
• base flood elevations are not increased beyond 1 foot.
13
In the lower section of the Primary UT to Rich Fork (Reach B-1), a buried residential electrical line
ID crosses the channel. During construction, the contractor will conform to the Underground Utility
Protection Act when working around the electrical line and other underground utilities.
A site search performed by Environmental Data Set-vices did not show other potential hazardous
material sources such as underground storage tanks within the project area (Appendix 9)
¦ FEMA / Hydrologic Trespass
The Federal Emergency Management Association (FEMA) Flood Insurance Rate Map (FIRM), map
number 37057CO131 D with an effective date of September 7, 2000 (Federal Emergency
Management Agency - National Flood Insurance Program 2000), shows that the entire set of major
mitigation reaches (Reach Sections A-1 to A-4, B-1, C-1, and D-1) are mapped as Zone AE (Figure
9). Zone AE is described as an area inundated by 1 % annual chance flooding, for which base flood
elevations (BFE) have been determined.
The Davidson County Director of Inspectors (who acts as the Floodplain Manager), Ron Triplett,
was contacted about Davidson County's flood mapping program. Mr. Triplett provided Kimley-
Horn with a copy of Davidson County's "National Flood Insurance - Flood Damage Prevention
Ordinance." Mr. Triplett stated that any modification to the channel would require the submission of
an engineering report with an allowable 1 foot maximum increase in the BFE.
The project streams have been designed not to cause hydrologic trespass.
For assessment purposes, the project streams have been divided into assessment reaches, shown on
Figure 4, based on confluences. For design (discussed in Section 7), hydrologically connected
reaches have been grouped into design groups based on similar geomorphology and restoration
needs.
3.1 Channel Classification
•
Kimley-Horn performed a geomorphic survey (cross sections, longitudinal survey, and pattern) and
sampled stream materials (classification and entrainment pebble counts, bar samples, sub-pavement
and pavement samples) on several reaches representative of the geomorphic settings within the
project area. Designed Sheets IA - 1H show the location of the surveys and Appendices 10 and l 1
show detailed results of the field assessment. Table 4 below summarizes the channel classifications
of the surveyed reaches within the project area and Restoration Table IV provides detailed
morphological data.
Table 4: Summary of Stream Classification
Assmt.
Reach Drainage
Area mil Entrenchment
Ratio
Abkf
Wbkf Width/Depth
Ratio
K
Slope Stream
Type
A-4 3.4 1.1 30.9 18.2 10.7 1.1 0.30°' o G5-1`5
A-3 3.7 1.6 40.4 14.6 5.2 1.0 0.40% E5->G5
A-2 4.0 6.9 49.6 18.5 6.9 1.1 0.25% Incised E5
A-1 6.5 1.4 91.3 45.1 22.6 1.3 0.20% F5
B 2.3 1.4 31.7 15.4 7.3 1.1 0.46% G5c
14
U
C 0.1 2.0 3.3 7.0 11.7 1.1 1.0% Incised
B5c?G5c
D 0'2 1.8 5.1 5.3 5.3 1.0 0.71% Incised
G5c
J 0.1 1.4 9.0 6.5 4.6 1.0 12% A
Cb 0.02 1.4 3.3 6.4 12.8 1.1 0.66% B5c->F5
3.2 Channel Discharge
•
The peak flows for the 10- and 100-year storms were obtained from the Davidson County, North
Carolina Flood Insurance Study (Federal Emergency Management Agency 2000) for Reaches A 1-A-
4 and B. All other flows were calculated using the North Carolina rural flood-frequency equations
for the Blue Ridge/Piedmont hydrologic region (Robert R. Mason, Fuste et al. 2002) and the North
Carolina Piedmont Rural regional curves (Harman, Jennings et al. 1999). The peak flows calculated
are summarized in the following table.
Table 5: Restoration Streams Peak Discharges
Assessment
Reach Area
(ac.) Bankfull
Discha
cfs rge 2yr Q

(cfs) 10yr Q

(cfs) 25yr Q

(cfs) 100yr Q

(cfs)
A-4 2176 213 319 790* 1050 1790*
A-3 2368 230 338 870* 1110 1990*
A-2 2560 241 357 930* 1160 2120*
A-1 4160 341 502 1260* 1590 2820*
B 1472 163 242 1094* 815 2070*
C 64 22 26.8 72.7 108 177
D 128 27 43.6 115 169 272
J 64 18 26.8 72.7 108 177
*From Davidson County, North Carolina Flood Insurance Study
3.3 Channel Morphology
Restoration Table IV shows a complete channel morphology table showing pattern, dimension, and
profile for all restoration and reference reaches.
3.4 Channel Stability Assessment
Designed Sheet 1A provides an overview of the assessment reaches and Designed Sheets IB - 1H
illustrate existing stream conditions. Appendix 1 displays photos of existing conditions.
The restoration reaches lie within an area that historically has been used for agriculture. Some of
these areas have reforested while other areas continue to be used for agriculture. Additionally, this
area also includes two utility easements that cross the stream and/or run parallel to the streams. The
effect of these conditions is that the channel has been modified (straightened) and much of the
woody vegetation along the banks has been removed. Urbanization of the watershed has increased
the frequency of flooding events. Upstream development and accelerated erosion of upstream
• unstable banks have contributed excessive fine grain sediments to the project reaches. Beaver
activity has been observed in the upper sections of Rich Fork.
15
• As a result of the above, much of the project reaches have down cut resulting in incised banks and
accelerated bank erosion. With limited access to an "active" flood prone area Rich Fork has begun to
widen, further accelerating bank erosion. Beaver dams have exacerbated the erosion. The widened
channels receive large inputs of sand from the upstream erosion and this has created sand deposits on
the channel bed with local aggradation exceeding 4 feet. Restoration 'f'able V provides results of a
bank erosion assessment for the enhancement and restoration reaches.
Bank height ratios (low bank height divided by the maximum bankfull depth) were determined for
the surveyed reaches. In the methodology used for this report (Rosgen 2001), bank height ratios
between 1.1 and 1.3 are regarded as "moderately unstable," ratios between 1.3 and 1.5 as "unstable,"
and bank height ratios greater than 1.5 are "highly unstable."
Table 6 provides a summary of indicators of channel stability and buffer integrity for the restoration
reaches.
Table 6: Restoration Reach Characteristics
•
•
Ass
t Bak Vegetative Buffer A
m
. djacent Disturbance /
Reach Ht.
Ratio Right Bank Left Bank Land Use Relocation
Upper A - Rich Fork
Scattered Hardwood Utility Easement / Hay Utility Crossing /
A-4 2.0 Hardwoods / Forest Production / Forest Channelization /
Field Beavers

A-3
2.1 Scattered
Hardwoods / Forested
Utility Easement / Forest Channelization /

Field Wetland Beavers
Isolated Isolated

A-2
1.6
Hardwoods /
Hardwoods / Hay Production / Channelization /

Field
Field Agriculture Beavers
Lower A - Rich Fork
Scattered Forested Utility Crossing / Old
A-1 2.0 Hardwoods / Wetland / Field Agriculture / Forest Road Crossing /
Field Channelization
Upper and Lower B - Primar UT of Rich Fork
B-1 2 Field Field Hay Production Utility Crossing /
Channelization
C - Secondary UT of Rich Fork
Cleared Cleared
Easement / Easement / Utility Easement / Flow Diversion to
C-1 1 Hardwood Hardwood Hardwood Forest Man-made Ditch /

Forest
Forest Channelization
D - Tri butary of Secondary UT of Rich Fork
D-1 3.0 Field Field Hay Production Channelization
J - Pond Tributary
Isolated Shrubs Isolated Shrubs Upstream
J-1 1.9 / Field / Field Hay Production Impoundment and
Channelization
16
Determination of the bankfull elevation is vital to generating meaningful geomorphic values. Field
indicators for bankfull were strong for the reference reaches; however, due to down cutting and bed
and bank instability, the restoration candidates had weaker bankfull indicators. To verify bankfull
elevations, the bankfull area values for the project reaches and reference reaches were checked
against the North Carolina Piedmont Rural regional curves (Harman, Jennings et al. 1999). The
results indicate a general agreement between the three sets (site, references, and regional curve) thus
providing a measure of validation.
3.6 Vegetation
Four major areas of land cover were observed within the project area: piedmont alluvial forest;
piedmont bottomland forest (Schafale and Weakley 1990); utility easements; and open fields.
The piedmont alluvial forest community is situated along the floodplain of the Rich Fork and some
of its larger- tributaries. The alluvial forest is dominated by River Birch (Betula nigra), Sycamore
(Platanus occidentalis), Black Willow (Salix nigra), Box Elder (Ater negunclo), Black Walnut
(Juglans nigra), Sweetgum (Liquidambar styraciflua), Red Maple (Ater rubrum), Muscle Wood
(Carpinus caroliniana), and Tag Alder (Alnus serrulata). The understory includes Chinese Privet
(Ligustrum sinense), Multiflora Rose (Rosa multiflora), Japanese Honeysuckle (Lonicera japonica),
and Chinese Bentgrass (Microstegium virmineum).
Piedmont bottomland forest was dominated by Yellow Poplar (Liriodendron tulipifera), Sycamore
(Platanus occidentalis), American Elm (Ulmus americana), Green Ash (Fraximrs pennsylvanica),
Red Maple (Acer rubrum), Sugar Maple (Aces saccharum), and Sweetgum (Liquidambar
styraciflua). The understory included Spice Bush (Lindera benzoin), Tag Alder (Alnus serrulata),
Arrowood Viburnum spp., and Poison Ivy (Toxicondenron radicans.)
Utility easement areas are predominantly Fescue (Festuca spp.), Little Bluestem (Schizachyrium
scopanum), Broomsedge (Andropogon virginicus), Rush (Juncus spp.), along with blackberry
(Rebus argutus), Goldenrod (Solidago spp.), and Sumac (Rhus spp.). Some areas contained scattered
saplings of Sweetgum (Liquidambar styraciflua), Box Elder (Acer negundo), and Shortleaf Pine
(Pinus echinata)
The fields were dominated with Fescue (Festuca spp.) and a variety of other herbs including Wild
Onion (Allium canadense) and Henbit (Lamium ainplexicaule). These areas appeared to be
maintained by mowing. Some areas had been utilized for agriculture with Tobacco (Nicotiana spp.)
stalks evident in the fields. There was little woody vegetation growing in these areas.
4.0 Reference Streams
4.1 Watershed Characterization
Three reference reaches within the same watershed of the project reaches were identified. Figure 6
shows the locations of the reference reaches. The reference reaches lie within the same
hydrophysiographic region as the project reaches. The Off-site reference, On-site Upper reference,
17
• and On-site Lower reference streams have drainage areas of 1.1 square miles, 0.2 square miles, and
0.05 square miles respectively.
2 Channel Classification
The Off-site Reference lies within a steeper valley and has a "B" stream type morphology. On-site
Upper and On-site Lower are classified as "E" and "C" type channels respectively. The individual
watersheds remain relatively undisturbed and show no indications of channel modification. All
morphological data is located in Restoration Table IV.
4.3 Discharge
•
The peak flows for the 2-, 10-, 25-, and 100-year storms were modeled for the given drainage areas.
These flows were calculated using the North Carolina rural flood-frequency equations for the Blue
Ridge/Piedmont hydrologic region (Robert R. Mason, Fuste et al. 2002). The peak flows calculated
are summarized in the following table.
Table 7: Reference Stream Peak Discharees
Bankfull
Reference Area
Discharge 2yr Q 10yr Q 25yr Q 100yr Q
Reach (ac.)
(cfs) (cfs) (cfs) (cfs) (cfs)
Off-site 704 97 144 356 506 791
On-site Upper 128 29 44 115 169 272

On-site Lower
32
11
Not Valid* t
VNoalid* Not
Valid* Not Valid*
'Discharge values could not be calculated because the drainage area was below the minimum threshold.
4.4 Channel Morphology
Restoration Table IV shows a complete channel morphology table showing pattern, dimension, and
profile for all restoration and reference reaches.
4.5 Channel Stability Assessment
The reference reach channels appeared stable with channel measurements indicating stable
dimension, pattern, and profile. Reach E and Reach G each exhibited very stable bed and banks with
established vegetative buffers. (See Appendix 4 for photos.) Reach B also showed stable conditions
with the presence of bedrock to help stabilize the bedform of the channel. Restoration Table VI
provides results of a bank erosion assessment for the reference reaches.
4.6 Bankfull Verification
is
The reference reach bankfull values were verified as described in Section 3.5.
18
vegerauoii
The vegetation communities for the reference reaches were similar to the on-site piedmont alluvial
forest and bottomland communities (described in Section 3.6). Reference site photos are provided in
Appendix 4.
5.0 Project Site Wetlands
5.1 Jurisdictional Wetlands
Jurisdictional wetlands were identified and delineated using methodologies prescribed by the United
States Corps of Engineers (United States Army Corps of Engineers 1987). The wetland systems
were classified based upon the United States Fish and Wildlife Service Classification of Wetlands
and Deepwater Habitats of the United States (Cowardin, Carter et al. 1979). The wetland boundaries
were mapped to submeter accuracy using a Global Positioning System (GPS). Figure 5 shows the
wetland locations and the paragraphs below provide a brief description of each wetland. Appendix 2
provides Army Corps of Engineers Wetland Delineation Forms completed for each wetland.
Thirteen wetlands were delineated within the project study area. The wetlands were located in the
active floodplain, along the top of the slope, or along the adjacent side slopes to the floodplain. The
hydrology of the wetlands varied depending on landscape position. Areas within the active
floodplain received flow from flooding events of Rich Fork and its tributaries and seepage from
• groundwater discharge. Wetlands outside of the active floodplain were dominated by groundwater
seepage and sheet flow from adjacent slopes.
Vegetation (shown in Table 8) at the site varied based on disturbance history. Seven of the wetlands
were forested, four were herbaceous, and two were a mix of herbaceous forested and scrub-shrub-
herbaceous.
Wetland A-8 is located on the west side of reach A-4. The soil was saturated within 12 inches of the
soil surface because beavers have impounded a drainage ditch along the property line. Additional
water flows into the wetland as a result of flooding events on Rich Fork.
Wetland A-7 is located on the east side of reach A-4. The wetland receives over-bank flows from
Rich Fork, but also has groundwater seepage. Depressed areas contained 1 to 3 inches of water. The
timber in this area has been cut within the last 10 years.
Wetland A-6 is located on the east side of reach A-3. The wetland receives over-bank flows from
Rich Fork. Relic channels and evidence of past ditching also were observed within the wetland area.
The ditch features were shallow, possibly filled in over time by sediment deposition during floods. It
could not be confirmed that the ditch features ever had functioned to drain the wetlands and the ditch
features did not appear to significantly drain the wetlands at the time of the field investigation. This
wetland will serve as a reference for restoration and enhancement activities.
Wetland A-5 is located in the pasture. The wetland topography has been altered to facilitate
drainage. The field was crowned with water between the crowns during the site visit. The wetland
appears to be a part of wetland A-6 but has been altered and disconnected by land disturbance
activities.
19
• Wetland A-4 is located in the floodplain of Rich Fork and nuns parallel to the sewer easement. The
area appears to contain a relic channel of Rich Fork prior to channelization.
Wetland A-3 is located in the floodplain of Rich Fork.
Wetland A-2 and Wetland A-1 are located on the active floodplain of Rich Fork. Ponded water 2 to
6 inches deep was located in the depressions.
Wetland B-1 is located in the floodplain of Rich Fork in the pasture.
Wetland B-2 is located in the floodplain of Rich Fork at the toe of the slope. A portion of the
wetland is located in the pasture and the other portion was forested. The soils were hydric with
evidence of ponding. The area currently is maintained as pasture.
Wetland B-3 and wetland D-1 are similar. Both are receiving groundwater discharge and are
located in the pasture. The soil was saturated to the surface.
•
U
20
IZ
plo!!l uod0 -pay!sse!,) )ON JN :ialeMgsaid
papooI d (puapuu.Iauq m,ijslsaad luaOiauag aui asnled of I Wed `..IaleMgsaid papoOld (puajliuuauq snunpl00ll anerl pe0.1? I gn.ujS yn.IaS ouulsnled Of I SSd'ialemgsaad papoold 1(11uapluuajul snonplaaN anew pe010 pajsa.IOd auulsnled Of IOdd i
x x x fAI uos!od suealpei uoiuapuoaixO.
x ieuq uaaa0 Ads xepwS
auln Ssorl ejeloa.ideo eiuou8!y
x x oIjonsK3uo}I asouedef eaulodef euaoiuorl
sally,
x x x sse.9juag asaulqD wnaUlwre tuluRajsOamW
x gsm ljoS snsnjja snaunf
x s x x anosog Ads eanlsa,I
x aSpaS dds xaieD
x UOIUO PI!M asuapeuea mnipy
x osoaeiouqtn)N e.iopglnweSO-d
x x lanud aMIT) asuauls wn.gsnOrl
x lnulazef{ eueauawe snIKuo0
x x poom8o0 dwemS riziuls snwo.)
x x gsnq uojjn?j sgeluaplaao sngjuelegda0
x poomatosnw euewgoaea snuldae0
x x x aaple del elelnuos snuly
Aaolsaapufl
x x wed ueal.IaLuV eueauawe snwlfl
x x x MoplM slaelfI Z.WIUXIIeS
x K a.IOLUeaXS SIIeIU3pl300 SnUeleld
x x x x ieldod MopaA xlad!dgnj uo.lpuapoulrl
x x x x x x x lum3jQ3N1S enOlae.tXjs]egUII3p!nbl'I
x x qsy 1100.10 ea!uvj%IXsuuod snmxeiA
x x x ga.np ianl-l ati?lu epilog
x x x oldeWpalj wnigni.Iaoy
x Iaplg xoQ opunSau.Iaay
A( 0116
2mu?

uommoj
amu? a?!Iua!as
Z*0 Z'O L'0 I'0 Z' I b'0 L'l 0'£ 8'1 Z'0 5'O S'0 a > aaa?

ON
ON
Of Odd
ON
Of IOdd
Of IOdd
Of IOdd
ON Of I W:, Id
Of I SSd
Of lQld
Of i Odd
Of IOdd
Of lOdd
l uo!IeaII!ssEl? u!parJMO?
086'5£ 086'5, I86'S£ 1865£ 8865£ L86'9£ b865£ Z86'S£ Z68'5£ I86'S£ 6L6'9£ 8L6'9£ apnj! uo-I
LfO'08 OSO'0X ISO'08 Z50'08 £50'08- £50'08- £50'08- tS0'08- 55a os 950'08- 95008- 850'08- apnl!Iu-1
1-Q £-u Z-9 I-9 8-V L-V 9-V S-V 6-V £-V Z-V IN QI puulaaM
•
9
0
uofaeaaBaA puepaM BuhslxJ :8 alqul
Figure 1a Project Site Vicinity Map
Figure lb Project Site Location
Figure 2 Project Site Watershed Map
Figure 3 Project Site NRCS Soil Survey Map (1994)
Figure 4 Project Site Hydrologic Features Map with Gauge
Locations
Figure 5 Project Site Wetland Delineation Map with Location of
Reference Wetland, Soils Sample Sites, and
Groundwater Monitoring Gauges.
Figure 6 Reference Site Vicinity Map
Figure 7 Reference Site Watershed Map
Figure 8 Reference Site NRCS Soil Survey Map (1994)
Figure 9 Project Site FEMA Firm Map
Figure 10 Reference Site Vegetative Communities Map
W.hSI-bN- l E F RQR6-.-
€.wi
re or
o
0 50 100 ' cF!N' 0 10 20
MilesMiles
t
4
1
2966
cs
2927
0
ct Area J
E• ? rris- ve ,aQa• Gr?nttham-Dr
?6I
o >
6e
1 Mar
68 a
i Genter_Dr/'? y

ket.

?,ru, V
$
, ou detd
e P??
" S

rQ

ar A a

? 0? ocr ? Fouis -Avr.
0
0.5 1
y

(T

?

omasvi o

"
\a s crInuynw---o
e SSA
168
Pr,o r l

Miles
o rluwltll
kl,asly- /
?
IF ??
c ?s

Title Project Site Vicinity Map
Prepared For:
`'
Valley Fields Farm Stream and Wetland Restoration
rA Project Davidson County, North Carolina
Stelll
t SY Date Project Number Figure
! (I ,
1 11 it ( 111
.111
( 12/16/05 011795020 lit

'
V
ston-Salem Kerners llle Guilford
lit avele _. M..

?.
23
I T,
1982
1983 52 `
}
?
nnv
last?N
-? Go Midway High Poin West h Poii st
i r+ ,
'1' Rs iGh
v
,

' ' '' LN11
-. l
_
? ? ? iw • / h - ,
I
7
- J _ r
Miller Ai s
[ rjl" r 1892
? _ . , : p .'?r _;;;?? , J : ;A/orYhgate ? •• ? 9 ! I
,'... f?
)
-
- 1:f7,!
?
?
?
r
i ,?;
' r 1,•
„
{ GIQGo?I
'/ j'?I ? rK
?
?
I
?
'
i
•
?
S
?
l ?
f
?
,
?,
-

'I
t

t
(D
t
,
+
,C
pa ?
-
'

y
Cpi
?
p?
t
-?j ,
a: , v?r r ry, -` a F , T s a eW
AV
-rq
tove
?`
e
'
I
s
rl {w
o
r•,M fP ., 1 i Sunvi)W Av
,,,
+ ,
esto?
-
s t
'
? T ?
r
r
r
e .
x ,
4
f r.'
Peachtree
MOM t Dr -
f
' y. ,
r i ;'
V, y
1
w UYVIG Dr

fbr
i
';i do r t ?' ,• illlford Ct
+
r , o4lip
Dr I,
-k' f A l i
:N
?` R
^A
?
idye,
to,

A. t
1
M
?,
w1,Drd. r ' j {oM.4, %ead f
i `? ;' i 1914 ?, t°t
^
•

4
r
_
;l 49 ,r y J ;, y! 4 we 6,
4
G
Qr
d
"
?
k i
?: ,• ?r Ft W i. ..v ; I ,? rJ I ,t i(.

' I R Rd ii .
IMA

-VV L x111 on vp.
( { 9 ", i ti
}
-
? ?
n
.
,
'
+
•
I
I ,
t y ?A-i lYM , 1.
? "'' `r
J ' I ?L? 0 1,00'0 2,000
t?'T ???t I ` 7 Xt"
S'
Lt, : s t r , Feet
Title Project Site Location/USGS Quad Map (High Point West, North Carolina 1987)
Prepared For:
`'
Project Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina

t? ?yy
??teljl Date Project Number Figure
,
11 1, l t nel if
, 12/16/05 011795020 lb
rKU,.unrn
r
J

! • „ i VAS
Oil ! TN3 f
BRO
GVF
LER
f

s
1

1

Project Are
Thalwag
col
Project Wa
e?

Title Project Site Watershed Map
Prepared For:
`' Valley Fields Farm Stream and Wetland Restoration
Project Davidson County, North Carolina
titeIli Date Project Number Figure
';I I I I I1{?t' I1lC] 12/16/05 011795020 2
VM>:Y?M
N
W+S
s
PnD'v�
PnE p
Pur; EnB ° PnD, , I'nB
M,
)
" PnF
` PnD PnB IIIIE PnD
�xs f —
B ' •
•
'nE ^'
PnE PnD
PnB
PnB 00, PnD
B w�
PnE
PnD l � I-
PnD S1B / C PnD 1'
PnE �\ PuD
PnD j �r '
u D
�pnB�.
P;nD J o
.� JnE *' PnB P
PnD /
PnD PnD Ch y PnE
.o
EnB
" SFA ` J F
PnE EnD
PnB
I N��'.PnD �., EnD
EnD
PnB /
PnD
PnD �P.nD
PnB
PnD PnD PnD"
r +
PnE
p
1 EnB
.'�. PnD
-egend
Project Area
Davidson SSURGO Soil.-
.a
� r
F�Ro
_i1 ChPnD Y�

rIIN
0 50 100
CW
Miles
Lr
I.
n
g�
�6
�
V
�l
l
l'Jpper Ons itl 1191 `
o Reference Reach
R 3 oinAcFQs LfI
C->
(N N
Maq
1757 1758 �'
V/ 1896
Title Reference Site Vicinity Map
Prepared For:
Ir I" Valley Fields Farm Stream and Wetland Restoration
Project Davidson County, North Carolina
loostem Date Project Number
ti,lll�l C'111C11t 12/16/05 011795020
PROD*"
re oro L
109
EL HILL
0 10 20
Hiss inti
to
Reach
r I
• -�'�-
1 1,000 2,000 11/
Feet
Figure
6

ROA ROANOKE rns
TAR TAR NEUSE NEUSE MLICO Site
N—EU _ � . tuu �r i;��+ inA
WAT WATAUOA .NEU
CPF CAPE FEAR -
FRA MENCH Bp,;rr 0400 '103
CTB OATLE TE — '03
t s ✓•''�^'.
L7N LITTLE TENNESSEE MIK
F3RD BROAD lDN
HIW IHIWASSEE
LBR ILUMBER \ �„
SAV SAVANNAH _ _
K
WOK WHIT 'A`
tet.
� $ a ^rte ♦ � � 1'�1,�,• , O' Y�x� I��A.'+�n- .rs. s A�•. �;, i�" ••� ,
FY F
6R -
r
.n
i5q.
a ,tr^,>k 1� it #gh• i
4
�? r� tri'" "�1 "� '�'"r i�," '�' Tn 'rF'� •– i• "tw •, "
t
D�i�.,�....� n���L •�ni;ye�r3t .4tisk_i t..c. ���7t ,�uFr�:M.'�: Y ::Ba'^}'„.
Legend N
Project Area W V F.
S
Thalwag
Project Watershed
Reference Reach Watershed
o ;ow 0.nas
Title I Reference Site Watershed Map
Prepared For:
Valley Fields Farm Stream and Wetland Restoration
Project Davidson County, North Carolina
WIII Date Project Number Figure
VIII loll lenient 12/16/05 011795020 7
MonkwM

? 414
r J- - {• 1 j7•.^ , ??. t:,l` y ?rf ?Jyr° I'ti.?'{I 1 c.- J!'r? ?r' 1 a± •'r '"Ra< _ i+ a .,?' 7? 7?}f k ?y
d+!„ ..? 7? Y ! n? ?•1(L?1
rol
i 9 %l?qa
Id 7? 3 ?` A n- i
!y,??p ?. J ? S 9
1 r r al Y',? r
a r ,-.? •? M r.
"At
Ilk IT -w
T"T
Title Reference Site NRCS Soil Survey Map (1994)
Prepared For.
?' Valley Fields Farm Stream and Wetland Restoration
Project Davidson County, North Carolina
lll Date Project Number Figt
R
Ote
'dl CII1C11,
lailbios 011795020 a
P1 M •AM
Davidson County
Unincorporated Areas
370307
ZONE X
ZONE
x
(G? Ir
WIVR _?_
x
L:NE
:xvne ? ? r
AE LONE ... (' ??..
17
1 441 i, - L? l,-
ZONE u s
' City of
rrr High Point I
pf 1 ?- fir'
ly '''I I ZONE t
YY?f t x
r •, City of
r?'I -f--III I?brr: i '' I
t Nigh Point
J; wne x r
q 11
rUB ( I I I I ZONE
x ZONE Al
x At ZONI-0M1 t:: 20NE x
L -•''??? ? \??. i? -? M1s r?. ? - , Vii.
ZONE
x
7
" ?
....
,l .
V
1 .
y'
? F1A
Ar///
aJ
r?
?I I
1 ? % RI C11

r r .
?

J k"HIC
ITIM.TAR} IO,
x
.
ZONE
'
ZONE x
i j

RICH
FORK

_, ' I ??11M1

r 1

jIl fl
YI
C ? ,r I ? rl? ? Ir
FLOOD
WITHIN
INFORM)
INSURAN
PRINTED
THE CIT'
Title Project Site FEMA FIRM Map - Community Panel Number 37057CO131 D effective September 7, 2000
Prepared For.
Valley Fields Farm Stream and Wetland Restoration
Project Davidson County, North Carolina
L?OOSstenl Date Project Number Figure
?'rll loll 011('1 l1 12/16/05 011795020 9
rpr.pnrn
-W.0
ID
CD
?
(? o r fD
tD O CL

-,-
(71

r t,•.. \ 0 1 .' .'-,.4 ! alrT" '?. a `' : ,w t ,? r- ei t a Q. Q,
CD C-0
b M§ y ?[ dr CD SD
#
.
Cn ID (

C7 < p

zy ,

f 1?
# 1 1. _ ?t
?. ? Tl ??? J ?r :' F•. lM

I
"
•?••
C fD ii=i:, ^?p, / ?
{... b taw I - ?

y

S
:. TI
cf)

A
Y. .

r4'Lt

? • ?. ? lj?rj.
?v tF ^FR f ?J(' I ?. ' A
V ty"S'MMtltrd"A. ,lt A:. ? 1 I , a ?31. ? , '_k ! t A

a
lb,

I y,i a a3 y1 F?
', :. •yy'?' IF y •, ta'liµlKi 4 ,(>.a _
4y,.l, .in l;M'
H' : 't-' 'iy?
?
l
a 1 SR f . ?
? % y
'
y,
r d t r& Q
':I i
f?.
r Y
/ 6 ?
/'
i
?
t / !
?g%
y
?
,
'S
,
?
•a
Y;.

yr ;.7?• t _ - ? ?
b :4 ,t? ?f:?}.. A - Q. ^t' .,. ?I.! ? ):+I In t `a `,? ? t ?:
t ..'??ty?., ?g; Ikrl. 't{7'1?;+„ r. ,-: .F RP -? ? 1 +r ??"? /,? Q+n'iyk A? X' ^y •f ? hx,:A > *?i . (
"T rL
f r,
I
'f ?t Y
1
?
?
1 k i
,
,I
Rp?aF?i'
y ?, i2
U)
1i'? ?i ??eeYY ?1"'lt,
?i-f {' t'S.i 4 `k 1 yhy? ``,:,W? - I.l.tl t:af _CI? a? - I
,
.,,t
'}
i A
1s?JJ
'
?•S; ? I
?
f
`
S
?
?
,
n
,
:
n.:,
y
?
•,!
?• C I+Rw: 1?, ,
_R.
k' •aea._. __ _ rlt:y:
,.?t? ? %i.( ?? ?? _11.7.??
ir4. ?
y
.A. M,
L +?+ _
P W? h: F?v a ? ? 1 p 1
?
N
'? {? i ?. ?w p f t o

.
I
'
?"'
?
?
y

4 `,,
t ?
? ?,?? t ? ? ?1?:; I
k h ± ??•
;a? '" r ? Z ? fi?
I X;kfly?>Y. _ ^„?
',! N F :? ?4 ,?'
i?
N41- l
?
" .4tf
W Inc

? -Jl
ff
?
T
?_ T.{r y • >.? ?'?;-?. ?,?... ?: 5? NYC a?"?$'t -# m
2i/.y?, ? t ? S 1. +•??I
' ? ?•' S?! 111 M1h lUl ja: ! / > W d lS

'py- t ?1V4 : f 9
, ? ` Ny? `` ; ,
H irrlfll(f!{
' ?Y?.
(III
.•.I ,jj
??;?? °f?' T

v Jr ? ? * > •c•y::in ? ? 'gyp? 'a'... ?,,, `4py ??,? '?L'? «,?! ??` ? ^' ? YY?
`y.t"'£.,'r'
CD? r? 3RD °?
C-D
'? r "_' s d ,?,tu F
21.
'77
C., 17 i t t+ /tea n t yo
WNW
S y
.? - sr .w 4t 1
a
r '
i,. .. . - ',?f ?- w ,ir?K • "t" F 1K- 4- 1 -tip
. ..
91
°. M
"h
1 e
41 t
3r! ?? {rr
14
, ? 1 fir. } 11? •.?'a `A of ?? ? gg
It I-
RichlFork f`
71 - ? 1.
r
,
u
a {-
r
IJ
o C
z wcn CD
0
? .•?? ?? w,?., ., III ? ?v, ?'? q
0 (D
A ? 't f
CL <
-n cD
o- 0
! //y z - `.'. - . 3 t
>C" D?
C(nD
N
,
t a'. ,tr •.X+ v c _ -oc„``
,dt ?? ,,,,.? .,?„?,, .? .dr. a '-.v . ti? • ? q<,.,? ,?.- - Any ?
rs ??H the ff-Rd---- _---_= ,c "" ,tuu, ' ?" ?i,...?'_ ., g •,? ' .t,,
.
t '-.k,-"! -r _? y . R .ark .e c• t ?.;c
p
01" lbn?suiE'? :,'°
r 2 j
r.-
HeathQ
J - ..
afe•POint
r g
dH
'
b
lD•
d ?
`ate
o ?
n ?
o O.
? 'rl
o?
T-
C-D
n?
0 0.
N ?
D1 K
cn ?
0.
a`„ Z
N
CIO)
a ?
H
?? '?.•.k{' ? .t s a «+'' ?, ? ? fit` '"?3?" ?f a. ai'?x ''?' ?,,;?. ?
Urr-
C"D
.. (77? y - yn 3 `T RS4., f 'SYT pZ.g,? 70M_,.a? ~
S "- ??«Grs. t
:7 . er
r A,
Pi k
'cl
. 1 ?. P ??Aft
,? „?• ?'? ,,a?0 Yes '? .r . A ? ,? ey7o?i y?A
?r
,
A:
.. .. ,3 f J?K ?!! I `'?.x% b +t?•E. {; - ? Cam.' ? ,?_ itt
f" r
h.
<_Y. }y .. . ., .r `' , + ',,... •? i!•,Fl ,i'?''' ,Cy... _ may.`
14
eft. ?A F'?•. ?? '??ky _.:l .. P,«f',! « "?..f?.
l
i?w
gam, ?
•.? ,? ? - ,. ?,.. Deny, nk'X - wa4` +3 •??
S
ji,
IN,
Rich Ci,-oi
v,•
z c.
.
. n
.. .,?- ... t ?, CTS •A ? f }- ,:. r ,1
,
s `?-
If 'o
n
•
r '' ? ? ; ? ? x nz na
.
a
,
77
'1 ?„! •? -_r .# ?' o It - w -2. ? ? -. 'jt?

'?
.
Y IIE?
? ,15?
- ?
1
J U ?
F

I ,le•r',oint..
r?
?yy-r y? ?+vy ,f ? ? 4 4•
"'?' t' iF bNy
?iy • .. ,+YJ' .: w ..? v Via. - 1?.#d?l` 9 .
a
Iryk ? { ? ^ ,Yl ?; ? ?f. ?R : +1YY? I'0.„dgNK. -
4

.
_
y
4 /t

`
F • t
iiiw to ? x y.P h1 - _ :.
1 a ich hol
a; 41 -

Le
end
g
NCDOT Conservatio n E°asemenF `? ? ? +f•,". +F

r'\ s Treeline ?
'
<
ti
Bedrock
M

andBar
U
J
• s 4

.++f ?!} 8
i , r h,

1 `! ?. ?,.
-
ProfileLocations

Cross Sections fn = j,
Pool ,. ???'' E 500
-? ' x
9 .
Riffle 1
m T
90%
halwacl
v
Utilities 3:
v
-•----? Electric: i_i°r?s l 1 r t,
l
Gas Lines t
'
-•----• Overhead Peeve+' r? m;s . ??; r , ?<<
,.,
Culverts ` tr

Sanitary Sewer
Utility Easements

?
?

?
"
"
y
' R r

`? ? r r
1200 r
i 7 k 'tsi ?l!'.
a
J ry
q-
t
?y'~

4
3es i.
/?J
j
?
•
/^
7
f P<-'i ?1.T4 ,
it , f
f
f ¢
? ..
? 3? ? n - i
/
a 1
cY

Site Existing Conditions - Rich Fork Reach A-4
Title
Prepared For
rlI; Project Valley Fields Farm Stream and Wetland Restoration
ej Davidson County, North Carolina
'COsvstcI I1 Date Project Number Sheet
12/16/05 01 1795020 1 B

g ij(
v. F 4 ? g Y k? n I
wE?: x i i ,,,lll f tt •?
ff FF R
Legend
NCDOT Conservation Easement
Treeline
® Bedrock
SandBar
Thalwag
Profilel-ocations
Cross Sections
-° Pool
Riffle
Utilities
• --- Electric Lines
Gas Lines
-•---y Overhead Power
Culverts
Sanitary Sewer
Utility Easements
N
W E 0 75 150
I __A
Feet
S
'a rt r ;tich Fork
??rl` Reach A
Y 1 h ? 4
NN+
2n,. r ;a

t ?.
l ?. 27? '-R
F E
D e

2200

0

f
v
i
i

"1+1,
it?w t .37, l-?1
:r C? ti i>
Title Project Site Existing Conditions - Rich Fork Reach A-2
Prepared For
ElIshlb- 1 Project Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina

gsptenl Date Project Number Sheet
,l l ! 1 i (' 111: 12/16/05 011795020 ID
t
4
4

Legend E .: 10°, o °
a a NCDOT Conservation Easement -?
A
Treeline i
L
Bedrock x
t'?• ? ?` r?' ° ? K ::- - .300
' t:r
?+
#: SandBar a
r
400
F
w %ofty Thalwag
? ProfileLocations r {; R

Cross Section
Pool 6Q0
s
` 7or

Riffle ??
.? R.• n f? ;q- 1p'? I
? r
?
1
Utilities
-• -- °

Electric Lines
900
'
r=Ts
looo
Gas Lines
----- - Overhead Power
-ry
a 3B 11
*r,
Culverts e `
00
Sanitary Sewer e`
Utility Easements ,:

r 0 125 4,
o O0 4
250 ro
e
;
t
s
Feet
1700` . a t ? x _
'} s
'r1 ^•F5 6 } '.; ? eta" ?? =± i y :? -
if to Rich Fork
19 110
aq,
- .,k 1900 -=v,? _ .?

2000 _p +s a 3
.21
? •? 2200
O ? ??
ti ., r i` w ''•' =. ?_ Yom,. ,

v `.:, , s? = tea. =
23
00
?
ti ° 2100 t r {: i

1§0 25 ?J

Title Project Site Existing Conditions - Primary UT to Rich Fork Reaches B and J
Prepared For:
L
Project
Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina
'_a?'nS?fS?t,?, I Date Project Number Sheet
12/16/05 011795020 IF

4
77T,

/`
E qy
J
,?

?
9y,? RP

Ri
h F
k

."
Legend or
U T to
c
s
X44• ?
Ruch n-i ,.
.. ••
`
s NCDOT Conservation Easement ?` ..v•
Treeline
Bedrock '°o
V
, ,
SandBar
. goo
b
q
mo
Thalwag
dg%eftP ?
o ? 4 ?
:" 44,
...
Profilel-ocations
Cross Sections
Pool
Riffle
Utilities
"

-•---? Electric Lines <
r
t
' Y.
Gas Lines
----- - Overhead Power
Culverts
`j
Sanitary Sewer ` <? . .• > ?? ,
. ,. q Y.
Utility Easements 4 i<< `` ?,,a4= f y`

Title Proicct Site I xistin, Conditions T7-ibutar} to .=ri nti r, lT to Rich Fork Reach D
Prepared For
Y
Project
Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina
LkY)wstelI I Date Project Number Sheet
12/16/05 011795020 I H

Sheet 2
Designed Channel Alignment
See Restoration Plan
0 Sheet
Longitudinal Profile-'
See Restoration Plan

0 Sheet
Designed Vegetative Communities Map
See Restoration Plan

f/jJ ? ? f ? r •j -
WOA

r
U.
'0.^ ?
`
•
fi
' ?
.
fi 'A-
'O
R
??
r
`
F
?+` v_ r
4
'
W
; ..
Sf+?? FYI _ ..
-
{

Any, / t . 4P
of ;
-/
`
'
?? ..
,/ ~•'..??
?
? ?
y
5
:
Spa /'
?

Photo 1: Increase in turbidity in Rich Fork (larger channel on the right) after rainfall. Clearer water flowing in from tributary channel
on the left that lies within less disturbed watershed.
4

J
•y+"
'?? \
if $f
'!'
'
?
?
T'
? ,
?
^^'+aAY't"Y ?
t
. _
?? ,?_ t ?
-a
µwr
?
A
td
J
.7
,? 5 \t \l
l ?t
fy?
,'f
v
[
` E ` '' -
z+
S
.de-
1
g
'
gyp'' i ?
.
( Ef`%?
E4 t-.s
?t aly,??yr??6 S 'k ^k +.r] t ?, +"?y't. 4 : C 2 5
` 4.. f.>`t ? &RruM1? §q '?' r + w` 5
NAY 'L^T ? 5 ?` irk k
?v wt - y`,..
a

a t '?

f'C ` wF 'ib
i:.A
Photo 2: Increase in turbidity in Primary UT to Rich Fork after rainfall.
Title Project Site Photographs
Prepared For,

r
Project
Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina
cowstel 11 Date Project Number Appendix
12/15/05 01 1795020 l
4
4
T-.\pn\011795020 VFF Design\Planning Document\Appendices\Apdx 1 Project Site Photos. doc Prepared by Jason Diaz r_zn wimp i.a irc
S•yi??,y? s° {tt t y $

.
y
F 5
i

r
CL .sM? ? 9
•
r t
? ? { of
u a it `
,,rgg

41
r l E• _..i..i__ ., .
Photo 3: Reach A-4 looking upstream. Notice the severely eroded bank and lack of buffer.
Y Dy' '•. t r f i

top %W

; A- ?Ttt,
l x`

,
.;:dkr
i
_ z d z

? v t
. ?t ?•,'? ? ? d N rt ,,
'
t?
4
'S`'' ,,j t re r 1

A Y
'-. i1.t' t c.b'i yM° /, yJ
a lrtvtyY ilk. ! ... ?? ,
Il
?, ?d °?'S? R•.
p
A
,,?.
y
g
Photo 4: Reach A-4 looking upstream. Rip-rap petroleum pipeline crossing and beaver dam.
Title Project Site Photographs
Prepared For
Project Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina

Cosystelll Date Project Number Appendix
12/15/05 011795020 1

0
T\pn\O11795020 VFF Design\Planning Document\Appendices\Apdc 1 Project Site Photos. doc Prepared by Jason Diaz CC" =

'

'
. ?.

74
ITO
aJY4I#.P a x _ 9 r ,?

F r
_
r
?,J} r* (` 't 'ICS kl'??',d

r 7 4a vb :ad/Y??
7
"Y
?'
?
'
? ;,.
i.-YC
y
,
3a '?Vy3f :;+-a'
?q' .Craw-TR?v9.
".`,Y.?? „pK N
6i:4' ?,jµ h{ !?
Y
tl
Photo 5: Reach A-3 looking downstream. Main channel (right) and relic feature (left).
t
i
r
"

'z
eV
'

?
a , Jt ? r P ? F r#
?
t ,
}

ti

y 5
r 5
4 c ?i : ,u ?SyWxc ? r
r
21
a
? s

art' „ W '4 ?' f e t ? Y? ` r E ?
,.

Photo 6: Reach A-2 looking upstream. Entrenched channel with limited buffer.
Title Project Site Photographs
Prepared For
Project Valley Fields Far Stream and Wetland Restoration
Davidson County, North Carolina
`-cosv telI1 Date Project Number Appendix
12/15/05 01 1795020 1
4
4
4
T:\pn\011795020 VFF Design\Planning Document\Appendices\Apdx 1 Project Site Photos.doc Prepared by Jason Diaz Cull ,1a`r`r=.f
io?C:
tea,... ..

y? F St! ?

7
12 :
} -
b? ?'° - r ?? t?m*1

.
" y a; -
,
? ?.",,
mot ?
•
1
ti.-d , ? u..
?, ,?"
? `
. ffi"• ? err

Photo 7: Reach A-1 looking upstream. Notice the severely eroded bank.

? r
+ r r
p i.

l
c
b
• b q ?{
10*1'..
,
tax `l:. cis i
` .. ?, A
ms

K ."R

? - ^7111-y ~
? °
( s
I
F f
W,.
M
NE
Photo 8: Reach A-1 looking upstream. Entrenched channel with steep eroding banks (typical).
Title Project Site Photographs
Prepared For
~
Project Valley Fields Farm Stream and Wetl
Davidson County, North Carolina and Restoration

h',{nS??'j)7
'1 Date Project Number Appendix
12/15/05 011795020 1
0
0
T:\pn\011795020 VFF Design\Planning Document\AppendiccMpdx I Project Site Photos.doc Prepared by Jason Diaz [M" .tlNexata.I.

d
S_ .qlk:
Mlrw
... ? i ? _ fit, ? -.}+1?+:^ '? .y. •,..
tsyyt,??°rAa;?-""Y:J+,.

S WN
l
MY l L? 2?}F.?w
J;

r
?
2
Y
.3? y??2 <,'! }?
yd1 ? d Y?2
iTf -® _ y 5 q?"
?'k \ .tS
'. ?•"W?.?"iL+`1

Photo 9: Reach B looking upstream. Notice the unstable banks and lack of buffer.
.
n t
J.

rv
4

! I'S`. v„ ?1!"PFi` Y Sl. 1p,5 vt..k 9 r i, s4., l _-+V
wi?i '?
1
,
3 .)
Photo 10: Reach B looking upstream. Sediment filled culverts at Shadow Valley Road.
Title Project Site Photographs
Prepared For:
V Project Valley Fields Farm Stream and Wetland Restoration
Count
North Carolina
D
id
y,
av
son
i' Date Project Number Appendix
12/15/05 011795020 1
4
4
4
T.\pn\011795020 VFF Design\Planning Document\P.ppendices\Apdx 1 Project Site Photos. doc Prepared by Jason Diaz [Mn .=i=.
r/ ?)?? ?/, •c1?, '. 1 Sri

?
V! ?- '>' 'P A
'? k I ?? 7 f
t/t \ `?.?f'? r?. 9E?E•..4: 1 'S'S ?t4
'
'
?fL'Y .?' 4'?
? },
Sn
,.lrrd •6 :u?st S?i S,'
\?
C
'
_
, )
?
k i 1 ?'? ? i ,? rk. _ ? _;,. ?ill ,-,? T"a? ? ? ?.:? t.

t
K Y
I R
'
?• ?..
. ryt ?{p /
? t?t ..
F, t i '_
? 4 ,..A
Y{ Y'c y,x s, is •1. t? 4, -.^?2 +7 IP i 77° 1
9
yR .'W177,311
9 { T ham, :?•. w{b)? .a ¢ Z.
M
SdC„ ft _' Jiav^. 3:1; .J> lb''K PWY',9 Y Y 7? ? k?a?.
?
k y' r?T?•??'?µ?
i?ff;sp / Y;y$ s-A,. d.. 1Y?
7J
-?
d
ty
0.`?s'r g ?t t?,L .?3 +?_??,`I
'? y ,?,?? ? '?aJ'sx-. -:. .?wt?,?'. - d:, ;i',r?j*i ,?
+

Photo 11: Reach C looking upstream at braided system.
3N }}

x *tr ?t
? rZ
.l
X? f r P 't?
.

4
A rg 11+, 3 "? Vi?a. ? 99]]
ter" ?".? '[ r a 1 b t
:1
i
b iP? a 4v P
f
s l
{'y `! ,
,
$
? a • it
L^?
f$
1 `
t9
y
ha L, P s',? < --
"KI

t

aK- .
lw?

tot

Photo 12: Diversion of reach C looking upstream at piped crossing at the petroleum easement.
Title Project Site Photographs
Prepared For
Project Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina

3 `COSySCll I Date Project Number Appendix
12/15/05 011795020 1
0
0
T'.\pn\O11795020 V FF Design\Planning Document\AppendiceMp& I Project Site Photos. doe Prepared by Jason Diaz [0n mr m ea..
4
4
4
,tta

1 \ Y !

' •
1
?FZ:. ;.::
v t 1 ,
^-?dMF _: - A 'C ! fit' 1. 1
'? ? M1 q SLA:

'raw
_
3
? t
Ia
z _ -
1 4a
i
R ,
b.

k F y.
'
?
z.ew 3. Y f {

,Y f#L. ; f e' . 1

Photo 13: Reach C looking upstream at channel bracketed by utility easements.
rf .1 A tT a ? n, ' t
t S
y` \3ZT > 4i 9 F 1 Ya [ \t {` 1 ?"'` ...1ks'
1 ? 11?' !!F? !!APII iill ?? (? ? 4'?
m
t

g
t
t ' '? a

e.

} t r

14

-- ? .?°'? a t <-W. '::. {• ',r-y,
, ._ - ?
c ? 1 -: ..sue': Q
.
a?
? ?. - '? x w? ? ? r?gyt '7't!"eis ? ? . ? ? ?,?_." 1..P:1/? S',g ?'/ ,. ?' , :?_ a ?,?

? rtr
?'
'*?'
?r„
y,
.4w,'
.
S?
'?! t ray
•
'
?
- ? J
?
=? ? ,'.
? ?
:
`?
sr
?
?.,r'
-a ?
Photo 14: Looking upstream of Reach C at adjacent sanitary sewer easement.
Title Project Site Photographs
Prepared For
Project Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina
I',Cowstell I Date Project Number Appendix
12/15/05 011795020 1
T:\pn\011795020 VFF Design\Planning Document\Appendices\Apdx 1 Project Site Photos.doc Prepared by Jason Diaz
r- z n 11*
? sarxo,;eus.irc.
1

IF
t ! It t3°' fr
1 f 1 '`i
s?`
i
f

d
9; ? ',b 3 l i t ?l,f ?l fez .J_r ?fpt1 1

r k ? ?
A

1
1 c ;41
^.
,? "'
? $y
.d
ry
? . AR
?
?
* k
r) ' i M1,
,
?
y'r
1dY ?
C
? 1\ l'?
4 i
Y ? gyp" ?
?S 't 4 ?yf! p ?41,1 ?f ?lk b ... 3
+
4r
tAl
-?. } d"Y 1 - 'py?-k

Photo 15: Reach D looking downstream at eroding bank.
a Z
r
_
k
Da
' r4

rF'
b y

is 4
A 4r,

s

8 +a53???X Ai "?:

Photo 16: Looking upstream at Reach J-1 at cleared riparian buffer,
Title Project Site Photographs
Prepared For.
Project
Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina

', OsvstclI I Date Project Number Appendix
12/15/05 011795020 1
0
0

T:\pn\Ol 1795020 VFF Design\Planning Document\Appendices\Apdx I Project Site Photos doc Prepared by Jason Diaz e=n = ?1.

Te
x 4
iX 9
_

{
d
`
» A
! p
.
m
ho, S - n•
£ >.-w ? .?:
a. ; F

?.yd-yl G
F. 1 i t w 4 L ? h Y Y §.: rA. Y C
(+? ..
_
t
x
?
$-? s of 1.
T
r

`•
.
-..,,`
3i 7LY
y
`
ffi4
.y
ick

Photo 17: Wetland area A-2.

r k 7
IV, 7 '
?? +? L''? 1 e 7
f( ? p ]7
1
+?y ILS1 R . ! - ? S y _ 1

lao
71,
' t _ ¢ r q sa y 1.
ct 8T z .fir {L T+, q i.
k s+.+ri
k
H
N t
)
!'
A

f ..y*. Jq L -- J t .? -'
t????G, ? • a ?,_t.y?d? ?VV?? °?-a:,?G A l wS? ?IY ?3f ?1.-pt. ? ~ '. N, ?.? CM L
r ? - ?f,
+
S

1 ?J t ?. F$t` t
?' - +'rl:.,

Photo 18: Wetland area A-5.
Title Project Site Photographs
Prepared For.
Project
Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina
"COSYst ll I Date Project Number Appendix
12/15/05 011795020 1

4
4
1':\pn\Ol 1795020 V FF Design\Planning Docuntent\Appendices\Apdx 1 Project Site Photos doc Prepared by Jason Diaz a=n = 11.
pt??1 ?? \ 4 1 ,C {
3 ctf
!fir ! 1 t t ` { r}l kwl
*. ¢+,•.
((((? 'y r(
?
?
?t
t
i
. ;?' .r
+
S ??'
c r
i• c
t 1
t
y
?
t
'"C
.h ., t? ? ? • kt r ?t
t? 1. <.? 1> :>' 7 f j., 4t r1. - 7 1 3xM 1 $ `'. ?+'f# ( '_
C \tr (Lip)' 4
rK I
'
t ?P ;i 1. { 1. -7 ?4 1.:
1 t l X4,` F Sd`
jy ,fy,? 1 •. I $ 111
lC Y {
t ? r
1 ?

t ? ! +V +t r ? K1; r _S
jpLy' ,. r

't'/4 t' tfti-?? 6 x t s g4 97 ham.` 4 ;i

.... ,Yi .. i..?s.'? _ 4. ?... _
Photo 19: Wetland area A-7.
?'??`1? T.' {?. 1 Y jai, `, ? ? r f.l fi t 1 ? ? ?
u ? tF1 kllC ? f99f A?? ls;? ,, ,^r?? r ?rt:i 3. 1+
'Y r?),-r111FS !Y t
2 rr alb { (
?
F4?1'/
? l
•
y
r ,
r
i ,u F ?T d z
p
E ?i ;.
?# 641?u9Al + 1r al 1 ; t k
t
(f Y 1
r
?
s
? r
'i , 1-?
? S
?114 N r
f ?
? ; ??3n ;' k r ?a ? f
I.
{{ y l a s EE }'f ..
/
??{1¢tfar rc '??????' Ri?'lf ?E _ 1•
1
-AJ
I

r'?i t{ 3 t x t M .t ,, r {ip,:r i 1 :1 1
{ All

ie,
??
t Y .,,
3 2? .E:
fi 1 'A
'
?
. ?
.
? ' ?
t ,?t {i 1 l? 1 wz:
tY' k: '='^`4" ? •?S'r ,? ;?
'F ? >!i ?i { r`"^ r? ? {a rF.,? ? .;.?{tr'7x. ?_h?,ta.g3y.?y L ,::
5 ? J ?vF'lri? Ifa d? Y ?;!' >
J

F ?? t g ;:
. a-:, , i -ra
? ? `' ?° '?` -M, *• 'a -i• r''it '? dl
n Mm t ; a
1 y
,?
6c?
s
Photo 20: Wetland area B-2.
Title Project Site Photographs
Prepared For
Project
Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina

YnSYStCll1 Date Project Number Appendix
12/15/0 011795020 1
r
0
0
T.\pn\011795020 VFF DesignTiwining Document\Appendices\Apdx 1 Project Site Photos.doc Prepared by Jason Diaz lemon p'?"1a'
? wr?.na irc
4
4
4

t :e ?1 1 ? ? t

` i } 4 3°P

' • )k? R 7..Ib?- Y>#?.?.? Pw*h?} h50M! l'WY.? ,.h1t' `^" K^" - <. ::.
r
?}+'!•'a"`sq'vrgeb? F8 ?.3?y+'!}" i?yr4'"'_ ^C' ??
?E'0'°I°
. .f?-
,
a
3a....d
ad sk s R' * .. - r>'++' tl•Y•?,r,'X;.? s ,l-,:r ra4: y _ o !`
.. S'r' v? 4? "?'?,w14µfe"if'?.1':f?°'1'3'id ?6'• i^+ .. ? _...

'' ' ' IRC?4•.
.d "i`a^`'??° S4•`s?&}"7 '°;`7' .rf yii.'. > 1 .. ?1t .r.' '.A
i? V' "41

? G7 4"4A?? ? 36SA1 ?tCa? !`?' f f ? t` .
ins ? ? <• w, s
Photo 21: Wetland area B-3.

}
tv? V1

w. hiN?
P?j1AYd'-r'.y
?}f? ?ip? :
•?!' p
1 ? ?
G t
.
,,
.
.'lte
". "Oithg
M h
3 } S
'L.9.v'^R'M1Y. ?l}9 ,•'u 9'Y `•yt' f ` t._

esq. ? i?r k •. p -_'F`?

-''.a'G }• ;? ..f ...yam ';} 3 ,{ 1,-, -
4, t
r lbd x '.A
A y,
::?
r ,a ^e
? •. ? Y '"
?
Y?
`
'
er

?
i q +
t r??
/ yy,
d-p?.
?
4`r<
,p
N k S2 - ? f
f 71
14*? , V, A41
Photo 22: Wetland area D-1.
Title Project Site Photographs
Prepared For'.
Project
Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina
Date
12/15/05 Project Number
011795020 Appendix
1

T:\pn\011795020 VFF Design\Planning Document\Appendices\Apdx 1 Project Site Photos.doc Prepared by Jason Diaz
CcI1 =.
Appendix
F�
k"

DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
•
Project / Site: Valle Fields Farm A-1 Date: 3/11/03
A licant/Owner: NCDOT Coun : Davidson
Investigator Kimle -Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Yes Community ID:
Is the site significantly disturbed (Atypical Situation)? No Transect ID:
Is the area a potential Problem Area?
if needed, explain on reverse) No
I Plot ID:
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidibar styraciflua Canopy FAC+ 9.
2. Liriodendron tulipifera Canopy FACU 10.
3. U rnus americana Canopy FACW 11.
4. Toxicondenron radicans Vine FAC 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are O BL, FACW, or FAC (excluding FAC-
Remarks:

HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
x No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit. in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks Located on the active flood lain of Rich Fork. Ponded water 2 to 6 inches de in the depressions

SOILS
Map Unit Name Chewacla Drainage Class: Somewhat poorly drained
Series and Phase :
Taxonomy Fluvaquentic Dystrudepts Confirm Mapped No
-(Subgroup): Type?
Profile Description

Depth
(inches)

Horizon Matrix

Colors
unsell Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 yr 2/1 N/A N/A
10-24 10 yr 3/1 N/A N/A
'
24-36 10 yr 3/1 N/A N/A
36-40 10 yr 4/1 N/A N/A

H dric Soil Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks

WF.TT.ANn nF.TIRRMTNATTON
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks

•
•
u
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
•
Project / Site: Valle Fields Farm (A-2) Date: 3/11/03
A licant/Owner: NCDOT Coun : Davidson
Investigator Kimle -Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ID:
Is the site significantly disturbed (Atypical Situation)? Transect ID:
Is the area a potential Problem Area?
(if needed, explain on reverse)- Plot ID:
'
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liriodendron tulipifera Canopy FACU 9.
2. Liquidiambar styraciflua Canopy FAC+ 10.
3. Ulmus americana Canopy FACW 11.
4. Toxicondenron radicans Vine FAC 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are O BL, FACW, or FAC. (excluding FAC-
Remarks: Located on the active flood lain of Rich Fork. Ponded water 2 to 6 inches deep in the depressions

HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
x No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondar Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks

0
SOILS
Map Unit Name Chewacla Drainage Class: Somewhat poorly drained
Series and Phase :
Taxonomy Fluvaquentic Dystrudepts Confirm Mapped No
-(Subgroup): Type?
Profile Descri tion

Depth
(inches)
Horizon Matrix
Colors
Muors Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 '2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks

WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks

•
?J
0
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
r ?
U
Project / Site: Valle Fields Farm A-3) Date: 3/11/03
A licant/Owner: NCDOT Coun : Davidson
Investigator Kimle -Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ID:
Is the site significantly disturbed (Atypical Situation)? Transect ID:
Is the area a potential Problem Area?
if needed, explain on reverse
Plot ID:
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Fraxinus pennsylvanica Canopy FACW 91
2. Liquidambar styraciflua Canopy FAC+ 10.
3. Salix nigra Canopy OBL 11.
4. Cephalanthus occidentalis Understory OBL 12.
5. Juncus effuses Ground FACW 13.
6. Microstegium vimineum Ground FAC+ 14.
7. 15.
8. 16.
Percent of Dominant.S ecies that are O BL, FACW, or FAC (excluding FAC-
Remarks:

HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks

?J
SOILS
Map Unit Name Chewacla Drainage Class: Somewhat poorly drained
Series and Phase :
Taxonomy Fluvaquentic Dystrudepts Confirm Mapped No
-(Subgroup): Type?
Profile Descri tion

Depth
(inches)

Horizon Matrix

Colors
Munsell Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy.Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks

WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks

•
•
40
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
Project / Site: Valle Fields Farm A-4) Date: 3/11/03
A licant/Owner: NCDOT Count : Davidson
Investigator Kimle -Hom and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ED:
Is the site significantly disturbed (Atypical Situation)? Transect ID:
Is the area a potential Problem Area?
if needed, explain on reverse Plot ID..
VEGETATION
r ?
?J
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer negundo Canopy FACW 9,
2. Fraxinus pennsylvanica Canopy FACW 10.
3. Liquidambar styraciflua Canopy FAC+ 11.
4. Salix nigra Canopy OBL 12.
5. Alnus serrulata Understory FACW 13.
6. Cephalanthus occidenatlis Understory OBL 14.
7. Cornus foemina Understory FAC 15.
8. 16.
Percent of Dominant Species that are O BL, FACW, or FAC (excluding FAC-
Remarks:

HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
x No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks

SOILS
Map Unit Name Chewacla Drainage Class: Somewhat poorly drained
Series and Phase :
Taxonomy Fluvaquentic Dystrudepts Confirm Mapped No
(Subgroup): Type?
Profile Description

Depth
(inches)
Horizon Matrix
Colors
Munsell Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks

WFTT.ANT) DF,TERMTNATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks

•
•
0
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
•
Project / Site: Valle Fields Farm A-5) Date: 3/11/03
A licant/Owner: NCDOT Count : Davidson
Investigator Kimle -Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ID:
Is the site significantly disturbed (Atypical Situation)? Transect ID:
Is the area a potential Problem Area?

if needed, explain on reverse
Plot ID:
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. 9.
2. 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are O BL, FACW, or FAC (excluding FAC-
Remarks• Pasture

HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
x No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks Area has been crowned. Formerly hydrologically connected to adjacent system but not
disconnected due land disturbance activities.

0
SOILS
Map Unit Name Chewacla Drainage Class: Somewhat poorly drained
Series and Phase :
Taxonomy Fluvaquentic Dystrudepts m Mapped
on No
-(Subgroup): e
T
Profile Description

Depth
(inches)
Horizon Matrix
Colors
uors Moist
Mottle Colors
(Munsell Moist)
Mottle
11
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 2/1 N/A N/A

J

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy.Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks

WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks

•
0
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
•
Project / Site: Valley Fields Farm A-6 Date: 3/11/03
A licant/Owner: NCDOT Count : Davidson
Investi ator Kimley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ID
Is the site significantly disturbed (Atypical Situation)? Transect ID
Is the area a potential Problem Area? (if needed, explain on
reverse Plot ID
VEGETATION
Dominant Plant Species Stratum . Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Canopy FAC 9.
2. Betula nigra Canopy FACW 10.
3. Plantus occidentalis Canopy FACW- 11.
4. Carpinus.caroliniana Understory FAC 12.
5. Carex spp. Ground FAC 13.
6. Bignonia capreolata Vines FAC 14.
7. Toxicodendronradicans Vines FAC. 15.
8. 16.
Percent of Dominant S ecies that are O BL, FACW, or FAC (excluding FAC-
Remarks
HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks
r?
L J
SOILS
Map Unit Name
Series and Phase Chewacla Drainage Class Somewhat poorly drained
Taxonomy Fluvaquentic Dystrudepts ConfmMapped No
-(Subgroup) Type?
Profile Description

Depth
(inches)

Horizon Matrix

Colors
Munsell Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks

0
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
•
Project / Site: Valle Fields Farm A-7 Date: 3/11/03
A licant/Owner: NCDOT Coun : Davidson
Investigator Kimle -Hom and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community 11)
Is the site significantly disturbed (Atypical Situation)? Transect ID
Is the area a potential Problem Area? (if needed, explain on
reverse Plot ID
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Canopy FAC 9.
2. Betula nigra Canopy FACW 10.
3. Liquidambar styraciflua Canopy FAC+ 11.
4. Alnus serrulata Understory- FACW 12.
5. Comus foemina Understory FAC 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are O BL, FACW, or FAC (excluding FAC-
Remarks
HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks Receives overbank flows and groundwater seepage
0
SOILS
Map Unit Name Chewacla Drainage Class Somewhat poorlydrained
Series and Phase
Taxonomy Fluvaquentic Dystrudepis Confirm Mapped No
-(Subgroup) Type?
Profile Description

Depth
(inches)
Horizon Matrix
Colors
uors Moist
Mottle Colors
(Mansell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy$oils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
is
•
0
DATA FORM
ROUTINE WETLAND DETERMINATION
. (1987 COE Wetlands Determination Manual)
0
Project / Site: Valle Fields Farm A-8) Date: 3/11/03
A licant/Owner: NCDOT Coun : Davidson
Investigator Kimle -Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ID
Is the site significantly disturbed (Atypical Situation)? Transect ID
Is the area a potential Problem Area? (if needed, explain on
reverse)
I Plot ID
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Betula nigra Canopy FACW 9, Allium canadense Ground ' FACU
2. Liquidambar styraciflua Canopy FAC+ 10. Lonicera japonica Vine
3. Liriodendron tulipifera Canopy FACU 11. Microstegium vinnneum Ground FAC+
4. Plantus occidentalis Canopy FACW- 12.
5. Salix nigra Canopy OBL 13.
6. Alnus serrulata Understory FACW 14.
7. Corylus americana Understory UPL 15,
$. Ligustrum sinense Understory FAC 16.
Percent of Dominant Species that are O BL, FACW, or FAC (excluding FAC-
Remarks
HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other X Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks Beavers have impounded adjacent drainage ditch. Adjacent rivers frequently over flows into area
0
SOILS
Map Unit Name
Series and Phase Chewacla Drainage Class Somewhat poorly drained
Taxonomy Fluvaquentic Dystrudepts ConfmMapped No
-(Subgroup) Type?
Profile Descri tion

Depth
(inches)
Horizon Matrix
Colors
uors Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy.Soils
Sulfdic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
•
•
0
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
•
Project / Site: Valle Fields Farm B-1 Date: 3/11/03
A licant/Owner: NCDOT Coun : Davidson
Investigator Kimle -Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ID
Is the site significantly disturbed (Atypical Situation)? Transect ID
Is the area a potential Problem Area? (if needed, explain on
reverse)
I Plot ID
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Festuca spp. Ground 9.
2. 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are O BL, FACW, or FAC (excluding FAC-
Remarks Located in pasture
HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12" .
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Draina a Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in.
-
++ FAC-Neutral Test
Other (Explain in Remarks
Remarks
--F-
0
SOILS
Map Unit Name Chewacla Drainage Class Somewhat poorly drained
Series and Phase
Taxonomy Fluvaquentic Dystrudepts Confirm Mapped No
-(Subgroup) Type?
Profile Description

Depth
(inches)
Horizon Matrix
Colors
Muors Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 yr 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
U
•
r
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
•
Project / Site: Valle Fields Farm B-2) Date: 3/11/03
A licant/Owner: NCDOT Count : Davidson
Investigator Kimle -Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ID
Is the site significantly disturbed (Atypical Situation)? Transect ID
Is the area a potential Problem Area? (if needed, explain on
reverse Plot ID
VEGETATION
Dominant Plant Species Stratum Indicator . Dominant Plant Species Stratum Indicator
1. Acer rubrum Canopy FAC _ 9.
2. Liquidambar styraciflua Canopy FAC+ 10.
3. Liriodendron tulipifera Canopy FACU 11.
4. Rosa multiflora Understory NI 12.
5. Festuca spp. Ground - 13.
6. Smilax spp. Vine FAC 14.
7. 15.
8. 16.
Percent of Dominant S ecies that are O BL; FACW, or FAC (excluding FAC-
Remarks Partly located in field
HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
x No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment De osits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Surve Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks Located in flood lain at toe of slope. Evidence of ponding.
0
SOILS
Map Unit Name
Series and Phase Chewacla Drainage Class Somewhat poorly drained
Taxonomy Fluvaquentic Dystrudepts ConfmMapped No
-(Subgroup) Type?
Profile Description

Depth
(inches)
Horizon Matrix
Colors ors
n Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks
•
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
0
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
•
Project / Site: Valle Fields Farm (B-3 Date: 3/11/03
A licant/Owner: NCDOT Count : Davidson
Investigator Kimle -Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ID
Is the site significantly disturbed (Atypical Situation)? Transect ID
Is the area a potential Problem Area? (if needed, explain on
reverse) Plot ID
I
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Festuca spp. Ground - 9.
2. 10.
3. 11.
4. 12.
5: 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are O BL, FACW, or FAC (excluding FAC-
Remarks Located in pasture
HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary- Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks Receives groundwater discharge
0
SOILS
Map Unit Name Chewacla Drainage Class Somewhat poorly drained
Series and Phase
Taxonomy Fluvaquentic Dystrudepts Confirm Mapped No
-(Subgroup) Type?
Profile Description

Depth
(inches)

Horizon Matrix

Colors
Munsell Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy.Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
•
•
0
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
is
Project / Site: Valle Fields Farm (D-1 Date: 3/11/03
A licant/Owner: NCDOT Coun : Davidson
Investigator Kin-ley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community II)
Is the site significantly disturbed A ical Situation)? Transect ID
Is the area a potential Problem Area? (if needed, explain on
reverse) Plot ID
I
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Festuca spp. Ground -- 9.
2. 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant species that are O BL, FACW, or FAC (excluding FAC-
Remarks Located in pasture
HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators
Aerial Photographs Inundated,
Other Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment Deposits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks Receives groundwater discharge
0
SOILS
Map Unit Name
Series and Phase Chewacla Drainage Class Somewhat poorly drained
Taxonomy Fluvaquentic Dystrudepts ConfimMapped No
-(Subgroup) Type?
Profile Description

Depth
(inches)

Horizon Matrix

Colors
(Munsell Moist
Mottle Colors
(Munsell Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 yr 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
•
•
0
NCDWO Stream Classification Form
Project Name: Valley Fields Farm C-1 River Basin: Yakin County: Davidson Evaluator: Andy Kiley
DWQ Project Number: Nearest Named Stream: Rich Fork Latitude: Signature:
Date: March 2003 USGS QUAD: High Point West Longitude: Location/Directions: West of Hwy 311
. *PLEASE NOTE: Ifevaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a mod fu'd natural stream-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geomo holo Absent Weak Moderate Stron
1) Is There A Riffle-Pool Secuence? 0 1 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? 0 1 U 3
MITE .• If Bed z Bank Caused By Ditchinz And WITHOUT Sinuosity Then Score=0*)
s k 2°d Order Or Greater Channel (As Indicated
On Tom Map And/Or In Field) Present? Yes=3 No--O
PRIMARY GEOMORPHOLOGYINDICA TOR POINTS: 13
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 2® 3
PRIMARYHYDROLOGYINDICATOR POINTS: 2

Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 1.5
SECONDARY GEOMORPHOLOGYINDICA TOR POINTS. 3.5
H. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0 .5 U 1.5
Last Known Rain? (*NOTE. If Ditch Indicated In #9 Above Skip This Step And #S Below*)
5) Is There Water In Channel During Dry 0 .5 1 1.5
Conditions Or In Growin Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)7 Yes=1.5 No=O
SECONDARYHYDROLOGYINDICATOR POINTS: 5.5
•
TOTAL POINTS (Primary + Secondary)= 32.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
PRIMARYBIOLOGYINDICATOR POINTS. 4
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence OfAll Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARY BIOLOGYINDICA TOR POINTS: 4.5
NCDWQ Stream Classification Form
Project Name: Valley Fields Farm F-1 River Basin: Yakin County: Davidson
DWQ Project Number: Nearest Named Stream: Rich Fork Latitude:
Date: March 2003
USGS QUAD: High Point West Longitude:
Evaluator: Andy Kiley
Signature:
Location/Directions: West of Hwy 311
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
• Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geornorpholopry Absent Weak Moderate Stron
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? 0 1 2
ONOTE: If Bed & Bank Caused By Ditchinr And WITHOUT Sinuosity Then Score =0*)
10) Is A 2°" Order Or Greater Channel (As Indicated
On TO oo ]% And/O In Field) Present? Yes=3 No=O
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 22
H. Hydroloey Absent Weak Moderate Strone
1) Is There A Groundwater
Flow/Discharge Present? 0 1 2
PRIMARYHYDROLOGYINDICATOR POINTS: 3
?J
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 n
SECONDARY GEOMORPHOLOGYINDICA TOR POINTS: 4.5
H. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed?
1.5
U1
.5
0
2) Is Sediment On Plants (Or Debris) Present? F1 .5 1 1.5
3) Are Wrack Lines Present? 0 n 1 1.5
4) Is Water In Channel And >48 Hrs. Since 0 .5
Last Known Rain? ('NOTE. If Ditch Indicated In #9 Above Skip This Step And #5 Beloe) 1 1©
5) Is There Water In Channel During Dry
Conditions Or In Growing Season)? 0 .5 1 1.5
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No=O
SECONDARYHYDROLOGYINOICATOR POINTS: 6
•
TOTAL POINTS (Primary + Secondary= 50 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
PRIMARYBIOLOGYINDICA TOR POINTS. 9
7) Is Filamentous Algae Present? 0 n 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence OfAll Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARYBIOLOGYINDICATOR POINTS. 5.5
NCDWO Stream Classification Form
Project Name: Valley Fields Farm H-1 River Basin: Yakin County: Davidson
DWQ Project Number: Nearest Named Stream: Rich Fork Latitude:
Date: March 2003
USGS QUAD: High Point West Longitude:
Evaluator: Andy Kiley
Signature:
Location/Directions: West of Hwy 311
*PLEASE NOTE: Ifevaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
• Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream--this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geomor holo Absent Weak Moderate Stron
1) Is There A Riffle-Pool Seauence? 0 1 2 3
2) Is The USDA Texture In Streambed
•
5) Is There An Active (Or Relic)
Floodolain Present? 0 1 2
6) Is The Channel Braided? 0 n 2 3
7 Are Recent Alluvial De osits Present? 0 1 2 3
8) Is There A Bankfull Bench Present? 0 1 2 3
9) Is A Continuous Bed & Bank Present? 0 1 2
(*NOTE:
& Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
ik
10) Is A 2" Order Or Greater Channel (As Indicated
On Tono Map And/Or In Field) Present? Yes=3 No=O
PRIMARY GEOMORPHOLOGYINDICA TOR POINTS: 23
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 2
PRIMARYHYDROLOGYINDICATOR POINTS. 3
iii. istolo Aos en t weaK lvioaerate Ntron
1 Are Fibrous Roots Present In Streambed? 3 2 1 0
2 Are Rooted Plants Present In Streambed? 3 2 1 0
3 Is Peri h on Present? 0 1 2 3
4 Are Bivalves Present? 0 1 2 3
PRIMARYBIOLOGYINDICA TOR POINTS. 6
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 n
SECONDARY GEOMORPHOLOGYINDICATOR POINTS. 4.5
H. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since
• 6 Are Iron Oxidizing Bacteria/Fun s Present? 0 .5 1 1.5
7) Is Filamentous Algae Present? 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE. If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARYBIOLOGYINDICA TOR POINTS. 2.5
TOTAL POINTS (Primary + Secondarv)° 46.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
Last Known Rain? (*WTE: If Ditch Indicated In W Above Skin This Step And O Below)
5) Is There Water In Channel During Dry 0 .5 Ol 1.5
Conditions Or In Growing Season)?
6) Are Hyddc Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No=O
SECONDARYHYDROLOGYINDICATOR POINTS. 7.5
NCDWQ Stream Classification Form
Project Name: Valley Fields Farm I-1 River Basin: Yakin County: Davidson
DWQ Project Number: Nearest Named Stream: Rich Fork Latitude:
Date: March 2003
USGS QUAD: High Point West Longitude:
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
• Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geornorpholopry Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed
E
5) Is There An Active (Or Relic)
Evaluator: Andy Kiley
Signature:
Location/Directions: West of Hwy 311
9) Is A Continuous Bed & Bank Present? 0 LU 2 3
/'NOTE: If Bed & Bank Caused By Ditchinr And WITHOUT Sinuosity Then Score=0w)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Tooo Man And/Or In Field) Present? Yes=3 FN-;Z-01
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 8
II. Hydrolo¢y Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 ®1 2 3
PRIMARYHYDROLOGYINDICATOR POINTS. 1
iii. niolo Ansent Weax )vtoae rate btron
1) Are Fibrous Roots Present In Streambed? 3 2 1 0
2) Are Rooted Plants Present In Streambed? 3 2 1 0
3 Is Peri h on Present? on 1 2 3
4) Are Bivalves Present? 0 1 2 3
PRIMARYBIOLOGYINDICATOR POINTS.
Secondary Field Indicators: (Circle One Number Per Line)
•
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 n
SECONDARY GEOMORPHOLOGYINDICATOR POINTS. 3.5
II._Hydrolopy Absent Weak Moderate Strone
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0 U 1 1.5
5) Is There Water In Channel During Dry 0 U 1 1.5
Conditions Or In Growing Season ?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No=O
SECONDARYHYDROLOGYINDICA TOR POINTS: 4.5
TOTAL POINTS (Primary +Secondarv)= 26 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(• NOTE: If Total Absence OfAll Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skin This Steo UNLESS SAV Present").
SECONDARYBIOLOGYINDICA TOR POINTS. 1
NCDWQ Stream Classification Form
Project Name: Valley Fields Farm J River Basin: Yakin County: Davidson Evaluator: Andy Kiley
DWQ Project Number: Nearest Named Stream: Rich Fork Latitude: Signature:
•

f1
u
Date: March 2003 USGS QUAD: High Point West Longitude: Location/Directions: West of Hwy 311
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomo holo Absent Weak Moderate Stron
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain?
0
1
2
3) Are Natural Levees Present? N] 1 2 3
4) Is The Channel Sinuous? 0 1 2
5) Is There An Active (Or Relic)
Floodnlain Present?
0
1
®2
3
6) Is The Channel Braided? 10 1 2 3
7) Are Recent Alluvial Deposits Present? 0 n 2 3
8) Is There A Bankfull Bench Present? 0 1 El 3
9) Is A Continuous Bed & Bank Present?
2 If Bed & Bank Caused By Ditchine And WITHOU 0 1
T Sinuosity Then Score=0*) 2

) IS A 2°" Order Or Greater Channel (As Indicated
9
On Tono Man And/Or In Field) Present? Yes=3

No=O
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 17
II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 2 El
PRIMARYHYDROLOGYINDICA TOR POINTS. 3
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS: 3.5
H. Hydroloey Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since
Last Known Rain? (*NOTE. If Ditch Indicated In #9 Above Skin This Step And #S Below*)
5) Is There Water In Channel During Dry 0 .5 ?1 1.5
Conditions Or In Growin Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No=O
SECONDARYHYDROLOGYINDICA TOR POINTS. 7
4 Are Crayfish Present? 0 .5 1 1.5
5) Are Macrobenthos Present? 0 .5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun s Present? 0 .5 1 1.5
7) Is Filamentous Algae Present? on .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence OfAll Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARYBIOLOGYINDICA TOR POINTS. 2.5
TOTAL POINTS (Primary +Secondary)=?(If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
PRIMARYBIOLOGYINDICA TOR POINTS: 4
NCDWQ Stream Classification Form
Project Name: Valley Fields Farm L-1 River Basin: Yakin County: Davidson
DWQ Project Number: Nearest Named Stream: Rich Fork Latitude:
Date: March 2003
USGS QUAD: High Point West Longitude:
Evaluator: Andy Kiley
Signature:
Location/Directions: West of Hwy 311
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomo holo Absent Weak Moderate Stron
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed
5) Is There An Active (Or Relic)
H. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 El 3
PRIMARYHYDROLOGYINDICA TOR POINTS. 2
• v/ t1rC r 1VdIV" rrGJGRI:
PRIMA RYBIOLOGYINDICATOR POINTS.
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 n
SECONDARY GEOMORPHOLOGYINDICA TOR POINTS. 4.5
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since
Last Known Rain? (*NOTE. If Ditch Indicated In #9 Above Skin This Step And #S Below*
5) Is There Water ht Channel During Dry 0 .5 F11 1.5
Conditions Or In Growing Season)?
6 )-Are Hydric Soils _Present _In Sides Of Channel (Or In Headcut)? Yes=1.5 No=0
SECONDARYHYDROLOGYINDICA TOR POINTS: 7.5
•
TOTAL POINTS (Primary +Seeondary)= 41.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE., If Bed & Bank Caused By Ditchine And !f ITHOUT Sinuosity Then Score=o*)
10) Is A 2°d Order Or Greater Channel (As Indicated
On Togo May And/Or In Field) Present? Yes=3
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 19
6) Are Iron Oxidizing Bacteria/Fungus Present? IA .5 1 1.5
7) Is Filamentous Algae Present? 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Slip This Step UNLESS SAVPresent*).
SECONDARYBIOLOGY INDICATOR POINTS: 2.5
NCDWQ Stream Classification Form
Project Name: Valley Fields Farm M-1 River Basin: Yakin County: Davidson Evaluator: Andy Kiley
DWQ Project Number: Nearest Named Stream: Rich Fork Latitude: Signature:
Date: March 2003 USGS QUAD: High Point West Longitude: Location/Directions: West of Hwy 311
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary.
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream--this
.
rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
I. Geomorpholopry Absent Weak Moderate Strong
1) Is There A Riffle-Pool Sequence? 0 1 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 0 1 2 n
3) Are Natural Levees Present? 0 FLI 2 3
4) Is The Channel Sinuous? 0 1 3
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? 0 1 U 3
("NOTE: IjBed & Bank Caused By Ditchinr And WITHOUT Sinuosity Then Score=0!,)
10) Is A 2° Order Or Greater Channel (As Indicated FN-;70-1
On Tono Mao And/Or In Field) Present? Yes=3 PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 16

II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 2
PRIMARYHYDROLOGYINDICA TOR POINTS. 3
•
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 n
SECONDARY GEOMORPHOLOGYINDICA TOR POINTS: 4
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0 .5 111 1.5
Last Known Rain?-(*NOTE: IfDitch Indicated In #9 Above Skin This Sten And #5 Below*
5) Is There Water In Channel During Dry 0 Q 1 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No=O
SECONDARYHYDROLOGYINDICA TOR POINTS: 6
•
TOTAL POINTS (Primary + Secondary= 39 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
PRIMARYBIOLOGYINDICATOR POINTS. 5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Step UNLESS SAV Present*).
SECONDARYBIOLOGYINDICA TOR POINTS. 5
4
4
4 i?

Y
?^l
t •?F
?5t k Yet
'_? ! \
,
,
Y {_
{
i

yNOW
s ?# yew l' t'
-
. r
'?
^
?^
?
,
?.
. ??
? '
F`?i ? ?i ,\ ?? .may
,
..w??
4?I
?

4
\ `?j ?y
•
yc• `i_ yr, ''gp?l`F _ ._ t .i off,'. ": ??`
Za,
5
,{:+
Ir.

r
41

Photo 1: Looking downstream at Off-site Reference reach.
a
r
t

fi kj
t' 1 a
g
ra? ? 9W1 r of f ? ? a v ` t` ;edc ? /rr ?j
. b F
. E
#T ?. . ?
? ?
f
f ?
,
{?
„ k f t ?
t 1' M
r
,? ?
'.i
i
.. F a
C ,
4"I . ?' ???fff 5k
1
?? t
x

44.
Z ?4

5 i ? 7

Photo 2: Looking downstream at On-site Lower Reference reach.
Title Reference Site Photographs
Prepared For
^r?_
Project Valley Fields Farm Stream and Wetland Restoration
Davidson County, North Carolina
,CnSyS?1T I Date Project Number Appendix
12/15/05 011795 020 4
T\pn\O11795020 VFF Design\Planning Document\Ref photos.doc Prepared by Jason Diaz CC" 1°"?'t"'"
aa?1rc

4 rn?.r.? \ ! : f? ktyt 1 f

a ! {
r?

3 y -;max 4. - - •r ` .?' '-p` a.
iRN
't
3 or i
f
y,?y

w

r
{r r
{

Photo 3: Looking downstream at On-site Upper Reference reach.

• J
:1:
?
? a
•
:
?S•
'?
:
il ? ?, ?
t
.7 # .?.
r??
t ?

1'? r H S 1*S I e E ? 1

J { 4 _?
pr ?J

!4 Y. W` i b .r Y x??TJ ys Y J 8`M•.y ¢,.Zv a 7? ?. ?y-
i y.l 1 4r d^ vK i et .} b ?2`?,+} 't y f' y +?1
h ??
,
•..
?T ? "'?c.tli
!
'
Y
{
{
.: 0?m;;'. r
• }?`e',refR; 3
49 x *"?`. 'f +. f•
A
J AY ?
,
,% 'Mf usl??}?J, ?yQQf?,.'. ?5a+ $. f 1' ? ? SC. EK?• 1 7-0?Y t????af? r??J
?
'
'
`
r
+??. vd,M`',
,a+a1d^ y}'
e
',? 7?f• •'g?
<ns-l; r 'c9rc'a1 3??
L,J
F
°
i
`` 11 ,.(? S" a?r
• . ?'"i"J _ t `1 ,? `
;
y Y`
?
'
?
k 7 J6 Y J
Rl
,'
I E
1
fa 9 'f` R Pry .. ` 4 ,?3 td?r-.?4+P ?'r>Pt A< '
?0
Photo 4: Reference wetland area A-6.
Title Reference Site Photographs
Prepared For:
Valley Fields Farm Stream and Wetland Restoration
Project
Davidson County, North Carolina
ITOSYSM11 Date Project Number Appendix
12/15/05 011795020 4
0
0
i
TipnM 1795020 VFF DesignTlanning DocumenARef photos. doc Prepared by Jason Diaz [CF1 m= ux
DATA FORM
ROUTINE WETLAND DETERMINATION
• (1987 COE Wetlands Determination Manual)
•
Project / Site: Valle Fields Farm (A-6 Date: 3/11/03
A licant/Owner: NCDOT Count : Davidson
Investigator Kin-ley-Horn and Associates, Inc. State: North Carolina
Do Normal Circumstances exist on the site? Community ED
Is the site significantly disturbed (Atypical Situation)? Transect ID
Is the area a potential Problem Area? (if needed, explain on
reverse) Plot ID
I
VEGETATION
Dominant Plant Species Stratum . Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Canopy FAC 9.
2. Betula nigra Canopy FACW 10.
3. Plantus occidentalis Canopy FACW- 11.
4. Carpinus. carol iniana Understory FAC 12.
5. Carex spp. Ground FAC 13.
6. Bignonia capreolata Vines FAC 14.
7. Toxicodendron radicans Vines FAC 15.
8. 16.
Percent of Dominant S ecies that are O BL, FACW, or FAC (excluding FAC-
Remarks
HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, take, or Tide Gauge Primary Indicators
Aerial Photographs Inundated
Other Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations Sediment D posits
Drainage Pattern in Wetlands
Depth of Surface Water in. Secondary Indicators
Oxidized Roots Channels in Upper 1211
Depth to Free Water in Pit in. Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil in. FAC-Neutral Test
Other (Explain in Remarks
Remarks
0
gOTT.q
Map Unit Name Chewacla Drainage Class Somewhat poorly drained
Series and Phase
Taxonomy Fluvaquentic Dystrudepts Confirm Mapped No
(Subgroup) Type?
Profile Description

Depth
(inches)

Horizon Matrix

Colors
Muns-11 Moist
Mottle Colors
(Munseli Moist)
Mottle
Abundance/Contrast
Texture, Concretions,
Structure, etc.
0-10 10 2/1 N/A N/A

H dric So il Indicators
Histosol Concretions
Histic Epipedon High Organics Concent in Surface Layer in Sandy.Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gley or Low-Chroma Colors Other (Explain in Remarks)
Remarks
WF.TT.ANTI n1RTF.RMTNATT0N
Hydrophytic Vegetation Present? Is the Sampling Point within a Wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Remarks
u
1?1

0
NCDWQ Stream Classification Form
Project Name: Valley Fields Farm E-1 River Basin: Yakin County: Davidson Evaluator: Andy Kiley
DWQ Project Number: Nearest Named Stream: Rich Fork Latitude: Signature:
Date: March 2003 USGS QUAD: High Point West Longitude: Location/Directions: West of Hwy 311
* PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made d itch, then use of this form is not necessary.
Also, if in the best professional judgement of the evaluator, the feature is a man-made ditch and not a moddited natural stream-this
*
•
rating system should not be used
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorpholopry Absent Weak Moderate Stron
1) Is There A Riffle-Pool Seauence? 0 1 2 3
2) Is The USDA Texture In Streambed
Different From Surroundin Terrain? 0 1 2 3
3 Are Natural Levees Present? 0 1 2 3
4 Is The Channel Sinuous? 0 1 2 3
5) Is There An Active (Or Relic)
•
H. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 2 51
PRIMARYHYDROLOGYINDICATOR POINTS: 3
Ill. 191o10 Abs en t wear inouerate matron
1 Are Fibrous Roots Present In Streambed? 3 2 1 0
2 Are Rooted Plants Present In Streambed? 3 2 1 0
3 Is Peri h on Present? 0 1 2 3
4 Are Bivalves Present? 701 1 2 3
PRIMARYBIOLOGYINDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
1) Is There A Head Cut Present In Channel? 0 .5 1 1.5
2) Is There A Grade Control Point In Channel? 0 .5 1 1.5
3) Does Topography Indicate A
Natural Drainage Way? 0
.5
1
n
SECONDARY GEOMORPHOLOGYINDICA TOR POINTS. 3.5
H. Hydrology Absent Weak
Moderate
Strong
1) Is This Year's (Or Last's) Leaflitter
Present In Streambed? 1.5
1
.5
0
2) Is Sediment On Plants (Or Debris) Present? 0 .5 1 1.5
3) Are Wrack Lines Present? 0 .5 I-L] 1.5
4) Is Water In Channel And >48 Hrs. Since 0 .5
Last Known Rain? (!NOTE: YDitch indicated in #9 Above Skin This Step And #5 BeloMA) 1 1®
5) Is There Water In Channel During Dry 0
Conditions Or In Growin Season)? .5 1 1.5
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No=O
SECONDARYHYDROLOGYINDICATOR POINTS. 7
III. BioloEV Absent
Weak
Moderate
Strone
)) Are Fish Present? 0 .5 1 1.5_
2) Are Amphibians Present? 0 .5 1 1.5
3 Are A uaticTurtles Present? 0 .5 F11 1.5
4) Are Crayfish Present? 0 .5 1 1.5
5) Are Macrobenthos Present? 0 .5 1 1.5
• 6 Are Iron Oxidizing Bacteria/Fun s Present? 0 .5 1 1.5
7) Is Filamentous Algae Present? 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skip This Step UNLESSSAVPresent*).
SECONDAR Y BIOLOG Y INDICA TOR POINTS: 4.5
TOTAL POINTS (Pritnarv + Seeondarv)= 51 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(!NOTE: If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2" Order Or Greater Channel (As Indicated
On Tono Man And/Or In Field) Present? Yes=3 No=O
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 27
NCDWO Stream Classification Form
Project Name: Valley Fields Farm G-1 River Basin: Yakin County: Davidson Evaluator: Andy Kiley
DWQ Project Number: Nearest Named Stream: Rich Fork Latitude: Signature:
Date: March 2003 USGS QUAD: High Point West Longitude: Location/Directions: West of Hwy 311
*PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best
professional judgement of the evaluator, the feature is a man-made ditch and not a modified natural stream-this rating system should not be used*
Primary Field Indicators: (Circle One Number Per Line)
1. Geomorphology Absent Weak Moderate Strone
1) Is There A Riffle-Pool Sequence? 0 1 2 n
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain?
0
1
2
3) Are Natural Levees Present? 0 1 n 3
4) Is The Channel Sinuous? 0 1 2 n
5) Is There An Active (Or Relic)
Floodvlain Present?
0
1
2
n
6) Is The Channel Braided? F1 1 2 3
7) Are Recent Alluvial Deposits Present? 0 n 2 3
8 Is There A Bankfull Bench Present? 0 1 2 3
9) Is A Continuous Bed & Bank Present?
('NOTE: If Bed & Bank Caused By Ditching And WITHOU 0
T &uosity Then S 1
core=0') 2 3
10) Is A 2°d Order Or Greater Channel (As Indicated
On Tovo May And/Or In Field) Present? Yes=3
No=0
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 24
lI. Hydrology Absent Weak
Moderate
Strong
1) Is There A Groundwater
Flow/Discharge Present?
0
1
2
n
PRIMARYHYDROLOGYINDICATOR POINTS: 3
111. Biolo Abs en t Weak Moderate Strom
1 Are Fibrous Roots Present In Streambed? 3 2 1 0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri h on Present? N 1 2 3
4 Are Bivalves Present? E O 1 2 3
PRIMARY BIOLOGYINDICA TOR POINTS. 6
•
•
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Way? 0 .5 1 n
SECONDARY GEOMORPHOLOGYINDICATOR POINTS. 4.5
II. Hydrology Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
4) Is Water In Channel And >48 Hrs. Since 0 .5 1 1U5
Last Known Rain? ('NOTE. If Ditch Indicated In #9 Above Skip This Step And #S Beloim
5) Is There Water In Channel During Dry 0 .5 1 1.5
Conditions Or In Growing Season)?
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut)? Yes=1.5 No=O
SECONDARYHYDROLOGYINDICATOR POINTS: 6
is
TOTAL POINTS (Pritaarv + Secondary)= 42.5(If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
6 Are Iron Oxidizing Bacteria/Fun s Present? 0 .5 1 1.5
7) Is Filamentous Algae Present? 0 .5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(' NOTE: If Total Absence Of All Plants In Streambed 2 1 .75 .5 0 0
As Noted Above Skio This Step UNLESS SAV Present').
SECONDARYBIOLOGYINDICA TOR POINTS: 2
• Water Level (ft)
rn 0') W rn rn rn rn rn rn
O N w ? Cn m v co
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
5-May-05
12-May-05
18-May-05
24-May-05
30-May-05
6-Jun-05
12-Jun-05
18-Jun-05
24-Jun-05
1-Jul-05
7-Jul-05
13-Jul-05
• 19-Jul-05
26-Jul-05
m
CD 1-Aug-05
7-Aug-05
13-Aug-05
20-Aug-05
26-Aug-05
1-Sep-05
7-Sep-05
14-Sep-05
20-Sep-05
26-Sep-05
2-Oct-05
9-Oct-05
15-Oct-05
21-Oct-05
0-
x ' (3l W N O
v
m
O
0
c
c
n?
0
(D
C7
O
m
0
0

rn
CD
W
0
0
3
0
n
v
0
•
ED.
v

CD
fD
CL
Cl)
0 -n
m
^3
CD
m
CCD
CCD O
cc
CD
v
rt
G)
0
m
tU
0
N
z
N
0
N
3
a
co
W
D
70
CD
m
Q
X
v
Water Level (ft)
?
O O N W
.I 0)
Ui a) 0) a)
O v co

O O O O O O O O
O O
5-M
05 ---
ay- -- - -
12-May-05 - -- -- - -- - -- - -- -- - --
t
18-May-05 - - - -
---
--

24-Ma
-05 •
y - -- - - - - .
30-May-05 - - - -- --
-- - --- -- ---

6-Jun-05 - - r __ -- _

12-Jun-05
--
- l'
- 00
m
-
-
- •
?.-_ _
( 7
18-Jun-05 - -- ---

24-Jun-05 - - -- : - ---

1-Jul-05 -
0 0

7-Jul-05
- -
-- o
?'
-
--
cn --
13-Jul-05
00

19-Jul-05
-
-- - r
--
-
--
--
-
-
-

0 26-Jul-05 - - - -- - --- - - - - - - -

CD 1-Aug-05
--
-
-
I CD
o
-
-

7-Aug-05 - - - - - ---- -- -- - - --

13
A
05
-
- •--
-
ug- - - - - - - --- -- - - - - - -- ----
20-Au
-05 - - - -- - - --- - ' -
g - - - - - - -
26-Aug-05

1-Sep-05 - - - - - - - - - - -
- --- - -
7-Sep-05

14-Sep-05 - - - - - - - --- -
20-Se
-05
p
26-Sep-05 - --- - - -- - - - -- - -
2-Oct-05 I- -- - - - - -- - - - - - ---
9-Oct-05 - - - - p - - - - - -- - -

15-O
t
05
c
- - - - -- - - - - - -- - - -- --- --

21-Oct-05 -._ _-_ - = - - -- - - - - -- -
Ui p W N O
m
0
n
c
N
n
CD
II i
C)
O
m
m
w
0-
0
CD
I
T
m
CD
W
0
0
3
o_
C7
:Q
•
v
ED
•
C
CD
-n
cD
cn
T
0 ?•
m
o
0
c?
CD
v
c?
0
CD
v
co
O
N
0
,P
m
W
•
E

Q.
X'
Ul
O
O
5-May-05 -
12-May-05
18-May-05
24-May-05
30-May-05
6-Jun-05
12-Jun-05
18-Jun-05
24-Jun-05
1-Jul-05
7-Jul-05
13-Jul-05
19-Jul-05
v 26-Jul-05
rt
CD 1-Aug-05
7-Aug-05
13-Aug-05
20-Aug-05
26-Aug-05
1-Sep-05
7-Sep-05
14-Sep-05
20-Sep-05
26-Sep-05
2-Oct-05
9-Oct-05
15-Oct-05
21-Oct-05
Water Level (ft)
U W rn rn m rn m
00 O O N W cn
O O O O O O O O
O O O O O O O O
_P co N - O
co
0
0
3
0
c?
m

w
CD
_n
5D'
O.
N
-n
0
m
,p O
3
O
c?
CD
v
rt
G)
0
U)
(D
N
co
0
Q
N
0
m
a
m
l
w
Water Level (ft)
Ul 0)
90 0 0 iv w ? cn
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
5-May-05 I--
0
12-May-05
18-May-05 -- -- -- - -- -- - • -
24-May-05 •-
30-May-05 -- - - -
6-Jun-05 - - - - - -- - ---
12-Jun-05 - - - - - - --- - ---- - •.._-.
0
18-Jun-05 - ---- --
•
24-Jun-05 -- - - --
1-Jul-05 - - -- -- -- -
7-Jul-05 - - - ----- -.
13-Jul-05 O0
o
19-Jul-05 - - - - !- - -- - --- -- - - -
0 26-Jul-05 - - - - -- - -
w co
CD 1-Aug-05 - -- ----. - - -- o .... ---- ----- ----. - _••-•?
r v -
cn
7-Aug-05 - -
13-Aug-05 - -- - - - -- - - - - - - - ----
20-Aug-05 -- - - - - -- -- - ----- --
26-Aug-05 - -
1-Sep-05 - - - - -- - - - - - - - -
7-Sep-05 -- - - ---
14-Sep-05 - - - -
20-Sep-05 -- --- ---- - - -
26-Sep-05 - - -- - - - - - - - - ---- -
2-Oct-05
9-Oct-05 - - - - - o - - - s----
o -
15-Oct-05 - - - ---- - -
-0 --
0
21-Oct-05 - - --
--? --- -- -i -.
fl Cn P W N
X p
' -'
V
0
m
m
G)
0
c
cn
0 E
m CD
c -n
I ?•
O CL
m cn
m ?
v 3
0
a
0 rn rn P
O
Q O
o
0 ?.
co
CD
m 0
m ?
<
0
0
3
o_
n
w
G)
s
v ?
v
N
co
m
C
CD
w
STATE CLIMATE OFFICE OF NORTH CAROLINA
• NC CRONOS Database
Data retrieval from KEXX - Davidson County Airport for past 181 day(s)
137 records for this period of record (76.1 % data available; 43 missing records)
0 5/26/2005 7/10/2005 8/24/2005
Date/Time (EST) Hourly Precipitation (in) Date/Time (EST) Hourly Precipitation (in) Date/Time (EST) Hourly Precipitation (in)
4/29/2005 0.04 6/13/2005 7/28/2005 0.1
4/30/2005 0.03 6/14/2005 7/29/2005 0.43
5/1/2005 0.27 6/15/2005 7/30/2005
5/2/2005 6/16/2005 7/31/2005 0.54
5/3/2005 6/17/2005 8/1/2005
5/4/2005 6/18/2005 8/2/2005
5/5/2005 0.1 6/19/2005 0.47 8/3/2005
5/6/2005 0.12 6/20/2005 8/4/2005
5/7/2005 6/21/2005 8/5/2005
5/8/2005 6/22/2005 8/6/2005
5/9/2005 6/23/2005 8/7/2005
5/10/2005 0.03 6/24/2005 8/8/2005 0.03
5/11/2005 6/25/2005 8/9/2005 0.21
5/12/2005 6/26/2005 0.15 8/10/2005
5/13/2005 6/27/2005 0.46 8/11/2005
5/14/2005 0.01 6/28/2005 0.11 8/12/2005
5/15/2005 0.14 6/29/2005 8/13/2005
5/16/2005 6/30/2005 8/14/2005
5/17/2005 7/1/2005 8/1512005
5/18/2005 7/2/2005 8/16/2005 0.04
5/19/2005 7/3/2005 0.21 8/17/2005
5/20/2005 0.38 7/4/2005 0.28 8/18/2005 0.42
5/21/2005 7/5/2005 0.15 8/19/2005
5/22/2005 0.27 7/6/2005 8/20/2005
5/23/2005 0.03 7/7/2005 0.84 8/21/2005
5/24/2005 7/8/2005 8/22/2005
5/25/2005 7/9/2005 8123/2005

5/27/2005 7/11/2005 10/7/2005 0.42
5/28/2005 7/12/2005 10/8/2005 0.53
5/29/2005 7/13/2005 0.04 10/9/2005
5/30/2005 7/14/2005 0.06 10/10/2005 0.3
5/31/2005 7/15/2005 10/11/2005 0.31
6/1/2005 0.22 7/16/2005 10/12/2005 0.01
6/2/2005 0.67 7/17/2005 10/13/2005
6/3/2005 0.04 7/18/2005 10/14/2005
6/4/2005 7/19/2005 10/15/2005
6/5/2005 7/20/2005 10/16/2005
6/6/2005 7/21/2005 10/17/2005
617/2005 0.12 7/22/2005 10/18/2005
6/8/2005 7/23/2005 10/19/2005
6/9/2005 0.47 7/24/2005 10/20/2005
6/10/2005 0.06 7/25/2005 10/21/2005 0.06
6/11/2005 7/26/2005 10/22/2005
6/12/2005 7/27/2005 10/23/2005
10/24/2005
10/25/2005
0
Monitoring Gage Location CE1 CE3 CE4 CE6
Gage Type Piezometer Piezometer Piezometer PiezometAIW
Monitoring Gage ID N426FOF7 N426F195 N426F222 N426F9
Elev. To of Casing (ft) ail elevations MSL 767.3 766.37 765.13 764.3
Elev. Ground Surface 763.84 763.27 763.11 760.84
COE Wetland Det. Hydrology 762.84 762.27 762.11 759.84
Depth to Bottom of Well (from top of casing) (ft) 761.3 760.37 759.13 758.3
Elev. Bottom of Casing " 761.3 760.37 759.13 758.3
Growing Season - (Mafch 28 - N ovember 3)
Date Time Date ID Rainfall
dd-mm-yy hh:rtnmss (inches)
05-May-2005 18:00:00 38477.75 0.1 765.36 763.72 760.22 759.44
06-May-2005 00:00:00 38478.00 765.36 763.69 760.30 759.63
06-May-2005 06:00:00 38478.25 765.45 763.81 760.37 759.79
06-May-2005 12:00:00 38478.50 765.36 763.78 760.43 759.92
06-May-2005 18:00:00 38478.75 0.12 765.40 763.83 760.48 760.07
07-May-2005 00:00:00 38479.00 765.31 763.77 760.53 760.18
07-May-2005 06:00:00 38479.25 765.27 763.74 760.57 760.27
07-May-2005 12:00:00 38479.50 765.25 763.70 760.61 760.33
07-May-2005 18:00:00 38479.75 765.34 763.74 760.65 760.39
08-May-2005 00:00:00 38480.00 765.27 763.66 760.69 760.39
08-May-2005 06:00:00 38480.25 765.23 763.61 760.72 760.37
08-May-2005 12:00:00 38480. 50 765.14 763.54 760.74 760.31
08-May-2005 18:00:00 38480.75 765.21 763.54 760.76 760.27
09-May-2005 00:00:00 38481.00 765.09 763.40 760.78 760.21
09-May-2005 06:00:00 38481.25 765.03 763.36 760.79 760.14
09-May-2005 12:00:00 38481. 50 764.97 763.34 760.80 760.0
09-May-2005 18:00:00 38481.75 765.05 763.27 760.81 760.00-
1 O-Ma -2005 00:00:00 38482.00 764.99 763.19 760.81 .
759.93
10-May-2005 06:00:00 38482.25 764.94 763.16 760.82 759.87
10-May-2005 12:00:00 38482.50 764.89 763.14 760.82 759.80
10-Ma -2005 18:00:00 38482.75 0.03 764.94 763.04 760.82 759.75
11-May-2005 00:00:00 38483.00 764.84 762.97 760.82 759.69
11-May-2005 06:00:00 38483.25 764.80 763.00 760.82 759.64
11-May-2005 12:00:00 38483. 50 764.71 762.97 760.81 759.58
11-Ma -2005 18:00:00 38483.75 764.75 762.73 760.81 759.55
12-Ma -2005 00:00:00 38484.00 764.66 762.73 760.81 759.51
12-May-2005 06:00:00 38484.25 764.62 762.77 760.80 759.48
12-May-2005 12:00:00 38484.50 764.55 762.77 760.79 759.44
12-May-2005 18:00:00 38484.75 764.57 762.57 760.78 759.41
13-May-2005 00:00:00 38485.00 764.43 763.69 760.77 759.37
13-May-2005 06:00:00 38485.25 764.38 763.67 760.76 759.35
13-May-2005 12:00:00 38485.50 764.31 763.64 760.75 759.34
13-May-2005 18:00:00 38485.75 764.39 763.59 760.74 759.37
14-May-2005 00:00:00 38486.00 764.37 763.56 760.73 759.42
14-May-2005 06:00:00 38486.25 764.44 763.55 760.73 759.47
14-May-2005 12:00:00 38486.50 764.48 763.53 760.74 759.51
14-May-2005 18:00:00 38486.75 0.01 764.60 763.39 760.75 759.57
15-May-2005 00:00:00 38487.00 764.57 763.38 760.75 759.61
15-May-2005 06:00:00 38487.25 764.57 763.47 760.76 759.64
15-May-2005 12:00:00 38487.50 764.53 763.54 760.76 759.65
15-May-2005 18:00:00 38487.75 0.14 764.60 763.50 760.77 759.67
16-May-2005 00:00:00 38488.00 764.51 763.47 760.77 759.66
•
•
•
29-May-2005 12:00:00 38501.50 762.85 762.69 760.45 758.87
29;May-2005 18:00:00 38501.75 762.89 762.53 760.44 758.86
30-May-2005 00:00:00 38502.00 762.83 762.56 760.43 758.85
30-May-2005 06:00:00 38502.25 762.76 762.58 760.42 758.83
30-May-2005 12:00:00 38502.50 762.73 762.56 760.41 758.81
30-May-2005 18:00:00 38502.75 762.77 762.35 760.41 758.81
31-Ma -2005 00:00:00 38503.00 762.68 762.35 760.40 758.79
31-May-2005 06:00:00 38503.25 762.64 762.38 760.39 758.77
31-May-2005 12:00:00 38503.50 762.51 762.35 760.38 .758.75
31-May-2005 18:00:00 38503.75 762.53 762.23 760.37 758.73
01-Jun-2005 00:00:00 38504.00 762.43 762.25 760.36 758.70
01-Jun-2005 06:00:00 38504.25 762.38 762.27 760.35 758.68
01-Jun-2005 12:00:00 38504.50 762.29 762.30 760.34 758.65
01-Jun-2005 18:00:00 38504.75 0.22 762.31 762.43 760.33 758.65
02-Jun-2005 00:00:00 38505.00 762.29 763.03 760.32 758.64
02-Jun-2005 06:00:00 38505.25 762.48 763.64 760.32 758.67
02-Jun-2005 12:00:00 38505.50 762.98 763.73 760.31 758.96
02-Jun-2005 18:00:00 38505.75 0.67 763.32 763.71 760.31 759.08
03-Jun-2005 00:00:00 38506.00 763.38 763.72 760.30 761.18
03-Jun-2005 06:00:00 38506.25 763.45 763.70 760.30 761.18
03-Jun-2005 12:00:00 38506.50 764.09 763.73 760.30 761.26
03-Jun-2005 18:00:00 38506.75 0.04 764.32 763.71 760.29 761.12
04-Jun-2005 00:00:00 38507.00 764.33 763.69 760.29 761.15
04-Jun-2005 06:00:00 38507.25 764.33 763.68 760.29 761.16
04-Jun-2005 12:00:00 38507.50 764.31 763.66 760.29 761.15
04-Jun-2005 18:00:00 38507.75 764.19 763.55 760.29 761.14.
05-Jun-2005 00:00:00 38508.00 764.16 763.51 760.29 761.15
05-Jun-2005 06:00:00 38508.25 764.16 763.49 760.30 761.11
05-Jun-2005 12:00:00 38508.50 764.12 763.46 760.30 761.11
05-Jun-2005 18:00:00 38508.75 764.00 763.30 760.31 761.01
06-Jun-2005 00:00:00 38509.00 763.98 763.28 760.31 760.88
06-Jun-2005 06:00:00 38509.25 763.97 763.28 760.32 760.78
06-Jun-2005 12:00:00 38509.50 763.92 763.25 760.32 760.69
06-Jun-2005 18:00:00 38509.75 763.78 763.02 760.33 760.55
07-Jun-2005 00:00:00 38510.00 763.74 763.03 760.33 760.51
07-Jun-2005 06:00:00 38510.25 763.73 763.07 760.34 760.44
07-Jun-2005 12:00:00 38510.50 763.66 763.03 760.34 760.38
07-Jun-2005 18:00:00 38510.75 0.12 763.65 763.23 760.34 760.33
08-Jun-2005 00:00:00 38511.00 764.28 763.73 760.34 760.32
08-Jun-2005 06:00:00 3851 T25 764.40 763.70 760.35 760.57
08-Jun-2005 12:00:00 3851 T50 764.40 763.68 760.35 760.69
08-Jun-2005 18:00:00 38511.75 764.30 763.58 760.35 760.71
09-Jun-2005 00:00:00 38512.00 764.26 763.54 760.35 760.71
09-Jun-2005 06:00:00 38512.25 764.25 763.51 760.35 760.67
09-Jun-2005 12:00:00 38512.50 76420 763.46 760.36 760.62
09-Jun-2005 18:00:00 38512.75 0.47 765.17 763.81 760.52 760.92
10-Jun-2005 00:00:00 38513.00 764.50 763.73 760.53 762.08
10-Jun-2005 06:00:00 38513.25 764.47 763.73 761.03 761.32
10-Jun-2005 12:00:00 38513.50 764.44 763.72 761.49 761.38
10-Jun-2005 18:00:00 38513.75 0.06 764.47 763.69 761.80 761.32
11-Jun-2005 00:00:00 38514.00 764.46 763.69 762.07 761.29
11-Jun-2005 06:00:00' 38514.25 764.46 763.69 762.30 761.25
11-Jun-2005 12:00:00 38514.50 764.42 763.67 762.43 761.22
25:Jun-2005 00:00:00 38528.00 761.80 761.85 760.66 758.91
25-Jun-2005 06:00:00 38528.25 761.81 761.87 760.64 758.88
25-Jun-2005 12:00:00 38528.50 761.80 761.87 760.62 758.85
25-Jun-2005 18:00:00 38528.75 761.72 761.81 760.61 758.83
26-Jun-2005 00:00:00 38529.00 761.67 761.81 760.58 758.81
26=Jun-2005 06:00:00 38529.25 761.68 761.82 760.56 758.79
26-Jun-2005 12:00:00 38529.50 0.15 761.66 761.82 760.54 758.77
26-Jun-2005 18:00:00 38529.75 761.61 761.76 760.52 758.75
27-Jun-2005 00:00:00 38530.00 761.56 761.75 760.50 758.72
27-Jun-2005 06:00:00 38530.25 761.56 761.76 760.48 758.70
27-Jun-2005 12:00:00 38530.50 761.55 761.75 760.46 758.67
27-Jun-2005 18:00:00 38530.75 0.46 761.55 761.71 760.45 758.65
28-Jun-2005 00:00:00 38531.00 761.49 761.75 760.43 .758.63
28-Jun-2005 06:00:00 38531.25 761.54 762.43 760.41 758.81
28-Jun-2005 12:00:00 38531.50 761.55 762.38 760.39 758.74
28-Jun-2005 18:00:00 38531.75 0.11 761.60 762.46 760.38 758.71
29-Jun-2005 00:00:00 38532.00 761.62 762.45 760.37 758.69
29-Jun-2005 06:00:00 38532.25 761.66 762.43 760.35 758.67
29-Jun-2005 12:00:00 38532.50 761.69 762.39 760.34 758.66
29-Jun-2005 18:00:00 38532.75 761.68 762.30 760.33 758.65
30-Jun-2005 00:00:00 38533.00 761.67 762.27 760.32 758.64
30-Jun-2005 06:00:00 38533.25 761.71 762.25 760.31 758.63
30-Jun-2005 12:00:00 38533.50 761.71 762.22 760.30 758.62
30-Jun-2005 18:00:00 38533.75 761.72 762.09 760.30 758.61
01-Jul-2005 00:00:00 38534.00 761.69 762.05 760.29 758.61
01-Jul-2005 06:00:00 38534.25 761.74 762.05 760.28 758.60
01-Jul-2005 12:00:00 38534.50 761.71 762.02 760.27 758.5
01-Jul-2005 18:00:00 38534.75 761.76 761.88 760.27 758.59
02-Jul-2005 00:00:00 38535.00 761.71 761.85 760.26 758.58
02-Jul-2005 06:00:00 38535.25 761.72 761.85 760.25 758.57
02-Jul-2005 12:00:00 38535.50 761.66 761.83 760.24 758.55
02-Jul-2005 18:00:00 38535.75 761.67 761.74 760.22 758.54
03-Jul-2005 00:00:00 38536.00 761.58 761.74 760.21 758.52
03-Jul-2005 06:00:00 38536.25 761.55 761.73 760.19 758.50
03-Jul-2005 12:00:00 38536.50 761.45 761.71 760.18 758.47
03-Jul-2005 18:00:00 38536.75 0.21 761.49 761.70 760.16 758.45
04-Jul-2005 00:00:00 38537.00 761.41 761.72 760.15 758.42
04-Jul-2005 06:00:00 38537.25 761.41 762.42 760.13 758.57
04-Jul-2005 12:00:00 38537.50 761.36 762.34 760.12 758.50
04-Jul-2005 18:00:00 38537.75 0.28 761.43 762.96 760.11 758.47
05-Jul-2005 00:00:00 38538.00 761.41 762.98 760.09 758.45
05-Jul-2005 06:00:00 38538.25 761.48 762.92 760.08 758.42
05-Jul-2005 12:00:00 38538.50 761.47 762.83 760.07 758.41
05-Jul-2005 18:00:00 38538.75 0.15 761.58 762.61 760.07 758.40
06-Jul-2005 00:00:00 38539.00 761.53 763.09 760.06 758.39
06-Jul-2005 06:00:00 38539.25 761.56 763.04 760.05 758.38
06-Jul-2005 12:00:00 38539.50 761.51 762.95 760.04 758.37
06-Jul-2005 18:00:00 38539.75 761.53 762.75 760.03 758.36
07-Jul-2005 00:00:00 38540.00 761.50 762.66 760.02 758.34
07-Jul-2005 06:00:00 38540.25 761.52 762.62 760.01 758.33
07-Jul-2005 12:00:00 38540.50 761.49 762.56 760.00 758.32
07-Jul-2005 18:00:00 38540.75 0.84 761.61 763.19 760.00 758.3
08-Jul-2005 00:00:00 38541.00 761.59 763.67 760.00 760.82
•
•

21-Jul-2005 12:00:00 38554.50 763.13 762.49 760.30 759.92
21-Jul-2005 18:00:00 38554.75 762.95 762.29 760.29 759.89
22-Jul-2005 00:00:00 38555.00 762.89 762.25 760.29 759.86
22-Jul-2005 06:00:00 38555.25 762.90 762.26 760.29 759.83
22-Jul-2005 12:00:00 38555.50 762.82 762.24 760.29 759.80
22-Jul-2005 18:00:00 38555.75 762.61 762.08 760.28 759.77
23-Jul-2005 00:00:00 38556.00 762.57 762.05 760.28 759.73
23-Jul-2005 06:00:00 38556.25 762.57 762.06 760.27 759.69
23-Jul-2005 12:00:00 38556.50 762.50 762.05 760.26 759.65
23-Jul-2005 18:00:00 38556.75 762.36 761.94 760.25 759.61
24-Jul-2005 00:00:00 38557.00 762.32 761.91 760.24 759.57
24-Jul-2005 06:00:00 38557.25 762.31 761.91 760.23 759.53
24-Jul-2005 12:00:00 38557.50 762.27 761.90 760.22 759.49
24-Jul-2005 18:00:00 38557.75 762.17 761.81 760.21 759.45
25-Jul-2005 00:00:00 38558.00 762.15 761.81 760.20 759.41
25-Jul-2005 06:00:00 38558.25 762.16 761.81 760.19 759.38
25-Jul-2005 12:00:00 38558.50 762.12 761.80 760.18 759.34
25-Jul-2005 18:00:00 38558.75 762.00 761.71 760.17 759.31
26-Jul-2005 00:00:00 38559.00 761.95 761.70 760.16 759.28
26-Jul-2005 06:00:00 38559.25 761.95 761.70 760.15 759.25
26-Jul-2005 12:00:00 38559.50 761.90 761.69 760.14 759.21
26-Jul-2005 18:00:00 38559.75 761.78 761.63 760.13 759.17
27-Jul-2005 00:00:00 38560.00 761.74 761.62 760.13 759.13
27-Jul-2005 06:00:00 38560.25 761.75 761.62 760.12 759.07
27-Jul-2005 12:00:00 38560.50 761.71 761.62 760.11 759.00
27-Jul-2005 18:00:00 38560.75 761.66 761.57 760.10 758.97
28-Jul-2005 00:00:00 38561.00 761.58 761.56 760.09 758.92
28-Jul-2005 06:00:00 38561.25 761.56 761.58 760.08 758.88
28-Jul-2005 12:00:00 38561.50 761.51 761.57 760.06 758.84
28-Jul-2005 18:00:00 38561.75 0.1 761.55 761.53 760.05 758.80
29-Jul-2005 00:00:00 38562.00 761.46 762.80 760.04 759.23
29-Jul-2005 06:00:00 38562.25 761.47 763.00 760.03 759.14
29-Jul-2005 12:00:00 38562.50 761.50 763.12 760.02 758.98
29-Jul-2005 18:00:00 38562.75 0.43 761.91 763.69 760.01 759.47
30-Jul-2005 00:00:00 38563.00 762.60 763.65 759.99 759.65
30-Jul-2005 06:00:00 38563.25 762.86 763.61 759.99 759.98
30-Jul-2005 12:00:00 38563.50 762.91 763.55 759.98 760.08
30-Jul-2005 18:00:00 38563.75 762.90 763.56 759.97 760.14
31-Jul-2005 00:00:00 38564.00 762.94 763.56 759.96 760.23
31-Jul-2005 06:00:00 38564.25 763.11 763.69 759.95 760.33
31-Jul-2005 12:00:00 38564.50 763.23 763.68 759.94 760.41
31-Jul-2005 18:00:00 38564.75 0.54 764.45 763.72 760.13 760.70
01-Aug-2005 00:00:00 38565.00 764.44 763.69 760.13 760.71
01-Aug-2005 06:00:00 38565.25 764.43 763.67 760.24 760.71
01-Aug-2005 12:00:00 38565.50 764.41 763.65 760.49 760.64
01-Aug-2005 18:00:00 38565.75 764.35 763.57 760.59 760.64
02-Aug-2005 00:00:00 38566.00 764.34 763.51 760.61 760.58
02-Aug-2005 06:00:00 38566.25 764.34 763.47 760.60 760.60
02-Aug-2005 12:00:00 38566.50 764.30 763.43 760.53 760.60
02-Aug-2005 18:00:00 38566.75 764.19 763.30 760.57 760.61
03-Aug-2005 00:00:00 38567.00 764.17 763.27 760.62 760.56
03-Aug-2005 06:00:00 38567.25 764.17 763.26 760.66 760.46
03-Aug-2005 12:00:00 138567.50 1 1 764.11 763.23 760.69 760.38
17-Aug-2005 00:00:00 38581.00 761.87 761.77 760.25 759.00
17-Aug-2005 06:00:00 38581.25 761.94 761.80 760.24 758.97
17-Aug-2005 12:00:00 38581.50 761.90 761.79 760.23 758.9
17-Aug-2005 18:00:00 38581.75 761.94 761.78 760.21 758.93
18-Aug-2005 00:00:00 38582.00 761.89 761.77 760.20 758.91
18-Aug-2005 06:00:00 38582.25 761.92 761.76 760.18 758.89
18-Aug-2005 12:00:00 38582.50 761.88 761.75 760.17 758.86
18-Aug-2005 18:00:00 38582.75 0.42 761.97 761.82 760.15 758.84
19-Aug-2005 00:00:00 38583.00 761.93 761.83 760.14 758.83
19-Aug-2005 06:00:00 38583.25 761.97 761.84 760.13 758.81
19-Aug-2005 12:00:00 38583.50 761.93 761.83 760.11 758.79
19-Aug-2005 18:00:00 38583.75 761.99 761.81 760.10 758.78
20-Aug-2005 00:00:00 38584.00 761.96 761.80 760.09 758.77
20-Aug-2005 06:00:00 38584.25 761.96 761.79 760.08 758.75
20-Aug-2005 12:00:00 38584.50 761.93 761.77 760.06 758.73
20-Aug-2005 18:00:00 38584.75 762.01 761.73 760.06 758.72
21-Au -2005 00:00:00 38585.00 761.99 761.72 760.04 758.71
21-Au -2005 06:00:00 38585.25 762.04 761.72 760.03 758.70
21-Au -2005 12:00:00 38585.50 762.01 761.70 760.02 758.69
21-Au -2005 18:00:00 38585.75 762.08 761.66 760.01 758.68
22-Aug-2005 00:00:00 38586.00 762.08 761.65 760.00 758.67
22-Aug-2005 06:00:00 38586.25 762.09 761.64 759.99 758.65
22-Aug-2005 12:00:00 38586.50 762.05 761.62 759.98 758.64
22-Aug-2005 18:00:00 38586.75 762.15 761.59 759.97 758.63
23-Aug-2005 00:00:00 38587.00 762.13 761.58 759.95 758.62
23-Aug-2005 06:00:00 38587.25 762.15 761.57 759.94 758.61
23-Aug-2005 12:00:00 38587.50 762.08 761.56 759.92 758.5
23-Aug-2005 18:00:00 38587.75 762.14 761.54 759.90 758.58
24-Aug-2005 00:00:00 38588.00 762.08 761.52 759.89 758.56
24-Aug-2005 06:00:00 38588.25 762.07 761.51 759.87 758.54
24-Aug-2005 12:00:00 38588.50 761.98 761.50 759.85 758.52
24-Aug-2005 18:00:00 38588.75 762.00 761.48 759.83 758.50
25-Aug-2005 00:00:00 38589.00 761.89 761.46 759.82 758.48
25-Aug-2005 06:00:00 38589.25 761.85 761.45 759.80 758.45
25-Aug-2005 12:00:00 38589.50 761.80 761.45 759.78 758.42
25-Aug-2005 18:00:00 38589.75 761.88 761.43 759.77 758.40
26-Aug-2005 00:00:00 38590.00 761.83 761.42 759.75 758.38
26-Aug-2005 06:00:00 38590.25 761.85 761.41 759.74 758.37
26-Aug-2005 12:00:00 38590.50 761.87 761.41 759.73 758.36
26-Aug-2005 18:00:00 38590.75 761.93 761.39 759.73 758.35
27-Aug-2005 00:00:00 38591.00 761.93 761.38 759.72 758.34
27-Aug-2005 06:00:00 38591.25 761.95 761.38 759.71 758.34
27-Aug-2005 12:00:00 38591.50 761.88 761.37 759.70 758.32
27-Aug-2005 18:00:00 38591.75 761.93 761.35 759.70 758.32
28-Aug-2005 00:00:00 38592.00 761.86 761.34 759.69 758.32
28-Aug-2005 06:00:00 38592.25 761.85 761.34 759.68 758.32
28-Aug-2005 12:00:00 38592.50 761.75 761.33 759.67 758.31
28-Aug-2005 18:00:00 38592.75 761.79 761.31 759.66 758.30
29-Aug-2005 00:00:00 38593.00 761.71 761.29 759.66 758.30
29-Aug-2005 06:00:00 38593.25 761.70 761.28 759.65 758.29
29-Aug-2005 12:00:00 38593.50 761.63 761.27 759.64 758.29
29-Aug-2005 18:00:00 38593.75 761.69 761.25 759.63 758.211

30-Aug-2005
00:00:00
38594.00
761.66
761.24
759.62 ?
758.28
•
•
•
12-Sep-2005 12:00:00 38607.50 761.29 760.66 759.13 758.29
12-Sep-2005' 18:00:00 38607.75 761.29 760.66 759.13 .758.29
13-Sep-2005 00:00:00 38608.00 761.29 760.64 759.12 758.29
13-Sep-2005 06:00:00 38608.25 761.29 760.64 759.11 758.29
13-Sep-2005 12:00:00 38608.50 761.29 760.63 759.11 758.29
13-Sep-2005 18:00:00 38608.75 761.29 760.62 759.10 758.29
14-Sep-2005 00:00:00 38609.00 761.29 760.61 759.09 758.29
14-Sep-2005 06:00:00 38609.25 761.29 760.61 759.09 758.29
14-Sep-2005 12:00:00 38609.50 761.29 760.60 759.08 758.29
14-Sep-2005 18:00:00 38609.75 761.29 760.60 759.08 758.29
15-Sep-2005 00:00:00 38610.00 761.29 760.58 759.07 758.29
15-Sep-2005 06:00:00 38610.25 761.29 760.58 759.06 758.29
15-Sep-2005 12:00:00 38610.50 761.29 760.57 759.05 758.29
15-Sep-2005 18:00:00 38610.75 761.29 760.56 759.05 758.29
16-Sep-2005 00:00:00 38611.00 761.29 760.55 759.03 758.29
16-Sep-2005 06:00:00 38611.25 761.29 760.54 759.03 758.29
16-Sep-2005 12:00:00 38611.50 761.29 760.53 759.02 758.29
16-Sep-2005 18:00:00 38611.75 761.29 760.52 759.01 758.29
17-Sep-2005 00:00:00 38612.00 761.29 760.51 759.01 758.29
17-Sep-2005 06:00:00 38612.25 761.29 760.51 759.01 758.29
17-Sep-2005 12:00:00 38612.50 761.29 760.50 759.02 758.29
17-Sep-2005 18:00:00 38612.75 761.29 760.50 759.05 758.29
18-Sep-2005 00:00:00 38613.00 761.29 760.48 759.12 758.29
18-Sep-2005 06:00:00 38613.25 761.29 760.47 759.12 758.29
18-Sep-2005 12:00:00 38613.50 761.29 760.46 759.12 758.29
18-Sep-2005 18:00:00 38613.75 761.29 760.46 759.12 758.29
19-Sep-2005 00:00:00 38614.00 761.29 760.44 759.12 758.29
19-Sep-2005 06:00:00 38614.25 761.29 760.43 759.12 758.29
19-Sep-2005 12:00:00 38614.50 761.29 760.43 759.12 758.29
19-Sep-2005 18:00:00 38614.75 761.29 760.42 759.12 758.29
20-Sep-2005 00:00:00 38615.00 761.29 760.41 759.12 758.30
20-Sep-2005 06:00:00 38615.25 761.29 760.40 759.12 758.29
20-Sep-2005 12:00:00 38615.50 761.29 760.39 759.12 758.29
20-Sep-2005 18:00:00 38615.75 761.29 760.40 759.12 758.29
21-Sep-2005 00:00:00 38616.00 761.29 760.56 759.12 758.29
21-Sep-2005 06:00:00 38616.25 761.29 760.60 759.12 758.29
21-Se -2005 12:00:00 38616.50 761.29 760.61 759.12 758.30
21-Sep-2005 18:00:00 38616.75 761.29 760.61 759.12 758.30
22-Sep-2005 00:00:00 38617.00 761.29 760.60 759.12 758.29
22-Sep-2005 06:00:00 38617.25 761.29 760.60 759.12 758.29
22-Sep-2005 12:00:00 38617.50 761.29 760.58 759.12 758.29
22-Sep-2005 18:00:00 38617.75 761.29 760.59 759.12 758.29
23-Sep-2005 00:00:00 38618.00 761.29 760.57 759.12 758.29
23-Sep-2005 06:00:00 38618.25 761.29 760.56 759.12 758.30
23-Sep-2005 12:00:00 38618.50 761.29 760.55 759.12 758.29
23-Sep-2005 18:00:00 38618.75 761.29 760.54 759.12 758.30
24-Sep-2005 00:00:00 38619.00 761.29 760.52 759.12 758.29
24-Sep-2005 06:00:00 38619.25 761.29 760.50 759.12 758.29
24-Sep-2005 12:00:00 38619.50 761.29 760.48 759.12 758.29
24-Sep-2005 18:00:00 38619.75 761.29 760.47 759.12 758.29
25-Sep-2005 00:00:00 38620.00 761.29 760.45 759.12 758.29
25-Sep-2005 06:00:00 38620.25 761.29 760.44 759.12 758.29
25-Sep-2005 12:00:00 38620.50 761.29 760.43 759.12 758.29
09-Oct-2005 00:00:00 38634.00 761.29 763.52 759.12 760.30
09-Oct-2005 06:00:00 38634.25 761.29 763.38 759.12 .760.23AJO
09-Oct-2005 12:00:00 38634.50 761.29 763.24 759.12 760.18
09-Oct-2005 18:00:00 38634.75 761.29 763.13 759.12 760.18
10-Oct-2005 00:00:00 38635.00 761.29 763.03 759.12 760.16
10-Oct-2005 06:00:00 38635.25 761.29 762.96 759.12 760.24
10-Oct-2005 12:00:00 38635.50 761.29 762.88 759.12 760.31
10-Oct-2005 18:00:00 38635.75 0.3 761.29 763.46 759.12 760.41
11-Oct-2005 00:00:00 38636.00 761.29 763.66 759.12 760.47
11-Oct-2005 06:00:00 38636.25 761.29 763.60 759.12 760.54
11-Oct-2005 12:00:00 38636.50 761.29 763.69 759.12 760.54
11-Oct-2005 18:00:00 38636.75 0.31 761.29 763.64 759.12 760.60
12-Oct-2005 00:00:00 38637.00 761.29 763.57 759.12 760.61
12-Oct-2005 06:00:00 38637.25 761.29 763.50 759.12 760.62
12-Oct-2005 12:00:00 38637.50 761.29 763.43 759.12 760.56
12-Oct-2005 18:00:00 38637.75 0.01 761.29 763.35 759.12 760.53
13-Oct-2005 00:00:00 38638.00 761.29 763.29 759.12 760.53
13-Oct-2005 06:00:00 38638.25 761.29 763.24 759.12 760.54
13-Oct-2005 12:00:00 38638.50 761.29 763.17 759.12 760.46
13-Oct-2005 18:00:00 38638.75 761.29 763.09 759.12 760.46
14-Oct-2005 00:00:00 38639.00 761.29 763.02 759.12 760.57
14-Oct-2005 06:00:00 38639.25 761.29 762.98 759.12 760.59
14-Oct-2005 12:00:00 38639.50 761.29 762.93 759.12 760.40
14-Oct-2005 18:00:00 38639.75 761.29 762.84 759.12 760.41
15-Oct-2005 00:00:00 38640.00 761.29 762.78 759.12 760.45
15-Oct-2005 06:00:00 38640.25 761.29 762.75 759.12 760.38
15-Oct-2005 12:00:00 38640.50 761.29 762.71 759.12 760.0
15-Oct-2005 18:00:00 38640.75 761.29 762.64 759.12 760.02
16-Oct-2005 00:00:00 38641.00 761.29 762.56 759.12 760.12
16-Oct-2005 06:00:00 38641.25 761.29 762.49 759.12 760.13
16-Oct-2005 12:00:00 38641.50 761.29 762.43 759.12 759.81
16-Oct-2005 18:00:00 38641.75 761.29 762.38 759.12 759.96
17-Oct-2005 00:00:00 38642.00 761.29 762.31 759.12 760.14
17-Oct-2005 06:00:00 38642.25 761.29 762.28 759.12 760.13
17-Oct-2005 12:00:00 38642.50 761.29 762.25 759.12 759.84
17-Oct-2005 18:00:00 38642.75 761.29 762.21 759.12 759.84
18-Oct-2005 00:00:00 38643.00 761.29 762.17 759.12 759.98
18-Oct-2005 06:00:00 38643.25 761.29 762.14 759.12 759.95
18-Oct-2005 12:00:00 38643.50 761.29 762.11 759.12 759.62
18-Oct-2005 18:00:00 38643.75 761.29 762.07 759.12 759.63
19-Oct-2005 00:00:00 38644.00 761.29 762.02 759.12 759.75
19-Oct-2005 06:00:00 38644.25 761.29 761.99 759.12 759.76
19-Oct-2005 12:00:00 38644.50 761.29 761.96 759.12 759.46
19-Oct-2005 18:00:00 38644.75 761.29 761.94 759.12 759.46
20-Oct-2005 00:00:00 38645.00 761.29 761.91 759.12 759.58
20-Oct-2005 06:00:00 38645.25 761.29 761.89 759.12 759.59
20-Oct-2005 12:00:00 38645.50 761.29 761.87 759.12 759.28
20-Oct-2005 18:00:00 38645.75 761.29 761.85 759.12 759.30
21-Oct-2005 00:00:00 38646.00 761.29 761.82 759.12 759.37
21-Oct-2005 06:00:00 38646.25 761.29 761.80 759.12 759.33
21-Oct-2005 12:00:00 38646.50 0.06 761.29 761.78 759.12 759.25

?J
a
-o
v
m
z
v
x
•
0

•
HEC-RAS Plan: RC-ExistR River: Rich Fork Creek Reach: Reach-1
Shear Total
W PowerTctal
Reaches River Sta Profile: " 0 Total Min Ch EC;?N.S. Elev VekTotal'
(cfs) (ft) (ft) (ft/s) ; (lb/sq,ft) Lbfft`S)
Reach-1 86348 00 )1, Natural 1790.00 775.70 784.03 0.72 0.02 0.02
Reach-1 86348 Bankfull 206.00 775.70 779.00 4.27 0.48 2.03
Reach-1 86348 5 Yr- 1 532.00 775.70 780.47 1.13 0.06 0.06
Reach-1 86348 790.00
10 Yr 775.70 781.04 1.07 0.06 0.06
Reach-1 _
86348 50,Yr 1420.00 775.70 782.27 1.02 0.05 0.05

Reach-1 86198 ' . 100 Yr Natural 1790.00 775.40 783.44 5.67 1.88 10.64
Reach-1 86198 Bankfull 206.00 775.40 778.75 2.13 0.34 0.72
532.00
Reach- I 186198 5 Yr`' 775.40 780.05 3.61 0.89 3.21
_
Reach-l 86198 10 Yr 790.00 775.40 780.46 4.79 1.53 7.33
Reach 1 86198- 50 Yr ; 1420.00 775.40 781.33 6.90 3.11 21.45
Reach-1 86188.5 Bridge
I

Reach-1 86179 100 Yr Natural 1790.00 775.40 781.32 8.73 4.98 43.51
Reach-1 86179 Bankfull 206.00 775.40 778.75 2.14 0.34 0.73
Reach-1 86179 5 Yr 532.00 775.40 780.03 3.64 0.90 3.29
Reach-1 86179 10 Yr 790.00 775.40 780.39 4.88 1.59 7.78
Reach-1 86179 50 Yr 1420.00 775.40 781.06 7.40 3.60 26.60

Reach-1 86029
Reach-1- 86029- 100Yr Natural
Bankfull 1790.00
206.00 775.10
775.10 779.97
777.17 3.48
7.50 0.56
1.68 1.95
12.59
Reach -1 ? 66029 5 Yr 532.00 775.10 779.23 2.52 0.17 0.42
Reach 1, °6029 10,(r 790.00 775.10 779.45 2.71 0.25 0.69
Reach-1 86029 50 Yr 1420.00 775.10 779.81 3.20 0.45 1.44
1
Reach-1 84823 100 Yr Natural 1790.00 764.28 771.75 2.18 0.12 0.27
Reach-1 84823 ' Bankfull' 206.00 764.28 768.09 3.78 0.68 2.58
Reach-1 84823 5 Yr 532.00 764.28 769.90 4.22 0.29 1.24
Reach-1 84823 10 Yr' 790.00 764.28 770.52 2.68 0.17 0.44
Reach-1 84823 50'Yr 1420.00 764.28 771.38 2.22 0.12 0.27
1
Reach-1 84563 ' 100 Yr Natural 1790.00 763.28 771.30 1.82 0.26 0.47
Reach-1 84563. Bankfull 206.00 763.28 767.59 2.09 0.19 0.39
Reach-1 84563 5 Yr, 532.00 763.28 769.38 2.01 0.11 0.23
Reach-1 34563 10 Yr 790.00 763.28 770.00 1.74 0.13 0.23
Reach-1 84563 50 Yr 1420.00 763.28 770.91 1.75 0.22 0.38

Reach-1 84363 100 Yr Natural, 1790.00 763.28 770.58 2.76 0.54 1.49
Reach-1 184,363 Bankfull 206.00 763.28 766.96 3.53 0.55 1.94
Reach-1 84363 5 Yr 532.00 763.28 768.59 3.35 0.34 1.14
Reach-1 84363 10!Yr 790.00 763.28 769.20 2.90 0.36 1.04
Reach-1 84363 50 Yr. 1420.00 763.28 770.18 2.69 0.48 1.28

Reach-1 84163 ' 100 Yr Natural 1790.00 762.28 769.40 3.36 0.68 2.30
Reach-1 84163 ' Bankfull 206.00 762.28 766.20 3.30 0.53 1.74
Reach-1 84163 5 Yr 532.00 762.28 767.72 3.31 0.30 0.99
Reach-1 84163 _
10'Yr 790.00 762.28 768.26 3.12 0.36 1.13
Reach-1 84163 50 Y r 1420.00 762.28 769.04 3.27 0.58 1.89
_
1
Reach-1 83963 100 YrNatural 1790.00 762.28 768.72 2.29 0.40 0.93
Reach-1 83963-' Bankfull 206.00 762.28 765.33 3.34 0.51 1.71
Reach-1 83963 5 Yr 532.00 762.28 766.53 4.55 0.46 2.07
HEC-RAS Plan: RC-ExistR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach. River Sta Profile Q Total Min Ch El W.S. Elev Vel Total Shear Total Power Total
'-
?- (cfs) (ft) (ft) (ft/s) (Ib7sq ft) (6/ft s)
Reach-1 83963 10 Yr 790.00 762.28 767.18 3.14 0.37 1.16
.Reach-!'--, 83963 50 Yr 1420.00 762.28 768.27 2.35 0.38 0.89

Reach 1 83763 1100 Yr Natural 1790.00 761.28 768.17 2.64 0.37 0.97
Reach-l. 83763 ? Bankfull 206.00 761.28 763.70 4.32 0.97 4.18
Reach-1 =..- 83763.` 8 Yr 532.00 761.28 765.78 2.71 0.28 0.77
Reach-1"- 83763 10,Yr 790.00 761.28 766.57 2.52 0.29 0.73
Reach-1 837,63 50 Yr 1420.00 761.28 767.72 2.54 0.32 0.80

Reach-1 83563 100-Yr Natural 1790.00 758.28 767.62 2.70 0.33 0.89
Reach-l 83563 Bankfull 206.00 758.28 763.18 2.49 0.28 0.70
Reach-1 83563 5 Yr 532.00 758.28 765.32 2.59 0.20 0.52
Reach-1 83563 10 Yr 790.00 758.28 766.08 2.56 0.21 0.54
Reach-1 83563 50 Yr. 1420.00 758.28 767.18 2.60 0.29 0.75

Reach-1 33363 tural
100 Yr Na 1790.00 758.28 767.24 2.54 0.26 0.65
Reach-1 _
83363 Bankfull 206.00 758.28 762.97 1.74 0.12 0.22
Reach-1 83363 5 Yr 532.00 758.28 765.14 1.92 0.13 0.25
Reach-1 83363 10 Yr 790.00 758.28 765.86 2.14 0.16 0.34
Reach-l 83363 j50,Yr 1420.00 758.28 766.85 2.39 0.20 0.48

Reach-1 83163 100 Yr Natural 1790.00 758.28 766.51 2.91 0.45 1.31
Reach-1 - 83163 bank-full 206.00 758.28 762.67 2.65 0.32 0.85
Reach-1 83163 5 Yr 532.00 758.28 764.68 3.75 0.27 1.02
Reach-1 83163 10 Yr 790.00 758.28 765.21 3.59 0.22 0.78
Reach-l 83163 '- 50 Yr 1420.00 758.28 766.10 3.01 0.37 1.11

Reach-1 82868 100,YrNatural 1990.00 757.28 765.55 2.13 0.48 1.02
Reach-1 82868. " "- Bankfull 231.00 757.28 761.81 3.63 0.62 2.25
Reach-1 • 82868 " " 15 Yr 591.00 757.28 764.04 1.64 0.15 0.24
Reach=1 82868 10 Yr 870.00 757.28 764.54 1.62 0.21 0.34
Reach=l `-y 82868 50 Yr 1560.00 757.28 765.20 1.97 0.38 0.75

Reach-1 82763. 100 Yr Natural 1990.00 757.28 764.83 2.76 0.65 1.80
Reach-1 , 82763.. Bankfull 231.00 757.28 761.47 3.37 0.53 1.80
Reach-1 . 82763 5 Yr , 591.00 757.28 763.74 2.02 0.14 0.28
Reach-1 82763 1 O Yr 870.00 757.28 764.22 1.84 0.20 0.37
Reach-l 82763 50 Yr 1560.00 757.28 764.55 2.57 0.50 1.28

Reach-1 82563 100 Yr Natural 1990.00 756.28 764.06 2.83 0.29 0.82
Reach-1 82563 Bankfull 231.00 756.28 760.29 4.94 1.20 5.91
Reach-1 ` 82563 _ 5W 591.00 756.28 762.42 6.07 0.95 5.75
Reach-1 82563 ` 10 Yr 870.00 756.28 763.26 3.17 0.18 0.56
Reach-1 ' 82563 50 Yr 1560.00 756.28 763.97 2.39 0.20 0.49

Reach71 82363 100 Yr Natural 1990.00 755.28 763.59 2.37 0.18 0.44
Reach-1 82363 Bankfull 231.00 755.28 759.33 3.47 0.59 2.03
Reac14-1 82363' - 5 Yr 591.00 755.28 761.61 4.38 0.65 2.87
Reach-1 82363 10IYr 870.00 755.28 762.01 5.60 0.25 1.38
Reach-1 82363 50 Yr 1560.00 755.28 762.72 4.01 0.35 1.39

Reach-1 82163 100 Yr Natural 1990.00 754.28 763.52 1.50 0.06 0.09
Reach-1 82163 Bankfull 231.00 754.28 758.66 3.22 0.49 1.58
0
•
is
•
•
•
HFC-RAS Plan- RC-ExistR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta Profile - Q.TotaF ' P.1in,Ch El- W.S. Elev? V4 t6tal Shear Total ' ' .'Power Total I'
(cfs)

-
G (ft) (ft) (ft/s) (Ib/ ft) (Ih/ft_s)
82163 5 Yr 591.00
Reach-1 754.28 761.25 2.30 0.09 0.21
Reach-1 82163 I10 Yr 870.00 754.28 761.99 1.60 0.06 0.10
32 3 50 Yr 1560.00
Reach-1 754.28 762.77 1.69 0.08 0.13
_
Reach-1 1 81963 100 Yr Natural 1990.00 753.28 763.43 1.46 0.07 0.10
Reach-1 81963 Bankfull 231.00 753.28 757.94 3.71 0.64 2.37
Reach-1 81963 5 Yr: 591.00 753.28 760.41 4.98 0.93 4.64
Reach-1 81963 10 Yr 870.00 753.28 761.02 5.71 0.16 0.89
Reach-1 81963 50 Yr 1560.00 753.28 762.58 1.76 0.10 0.18

Reach-1 81763 100 Yr Natural 2120.00 753.28 763.37 1.21 0.05 0.06
Reach 1 _ 31763 Bankfull 242.00 753.28 757.79 1.84 0.15 0.27
Reach-1 81763? 5'Yr 619.00 753.28 760.34 1.94 0.06 0.12
Reach-1 81763 10Yr 930.00 753.28 761.12 1.72 0.05 0.09
Reach-1 81763 50 Yr 1600.00 753.28 762.50 1.27 0.05 0.06

Reach-1 81566 100 Yr Natural 2120.00 752.28 763.34 1.05 0.03 0.03
Reach-1 - 81566 Bankfull 242.00 752.28 757.67 1.77 0.14 0.24
Reach-1 81566 5 Yr, 619.00 752.28 760.20 1.93 0.04 0.08
Reach-1 81566 10 Yr 930.00 752.28 761.01 1.37 0.04 0.06
Reach-1 81566
_ I 50 Yr 1600.00 752.28 762.45 1.07 0.03 0.04

each-1 , ' 81366 100''Yr Natural
Reach-f,'
2120.00
752.28
763.30
1.24
0.04
0.05
Reach-1 81366 Bankfull 242.00 752.28 757.51 1.98 0.17 0.33
Reach-1 81366 Y 619.00 752.28 760.06 1.81 0.05 0.09
Reach-1 81366 10 Yr 930.00 752.28 760.92 1.45 0.04 0.06
Reach-1 7,1.6. 50 Yr 1600.00 752.28 762.40 1.24 0.04 0.05
Reach 7,1 81166 100 Yr Natural 2120.00 752.28 763.16 1.80 0.15 0.26
Reach-1 81166 - Bankfull 242.00 752.28 757.40 1.66 0.12 0.19
Reach-1 81166 5 Yr 619.00 752.28 759.92 1.77 0.07 0.13
Reach-1 81166 10 Yr 930.00 752.28 760.74 1.79 0.11 0.20
Reach-1 81166 50 Yr 1600.00 752.28 762.24 1.77 0.14 0.25

Reach-1 80933 100 Yr Natural 2750.00 751.28 763.04 1.59 0.14 0.22
Reach-1 80933 ` Bankfull 335.00 751.28 757.14 2.68 0.30 0.80
Reach-1 80933 - 5 Yr 840.00 751.28 759.53 2.39 0.14 0.33
Reach-1 80933 10 Yr 1210.00 751.28 760.42 1.89 0.16 0.30
Reach-1 80933 50 Yr 2150.00 751.28 762.07 1.66 0.15 0.25

Reach-1 80766 100 Yr Natural 2750.00 751.28 762.98 1.50 0.08 0.12
Reach-1 80766 - Bankfull 335.00 751.28 757.00 2.25 0.21 0.47
Reach-1 80766 5 Yr 840.00 751.28 759.33 2.49 0.10 0.26
Reach-1 80766 10 Yr 1210.00 751.28 760.27 1.91 0.09 0.18
Reach-1 80766 50 Yr 2150.00 751.28 761.99 1.58 0.09 0.14

Reach-1 80566 100 YrNatural 2750.00 751.28 762.92 1.47 0.07 0.10
Reach-1 80566 - Bankfull 335.00 751.28 756.77 2.57 0.28 0.71
Reach-1 80566 5 Yr 840.00 751.28 759.17 1.82 0.08 0.15
Reach-1 60566 10 Yr 1210.00 751.28 760.17 1.53 0.08 0.12
Reach-1 80566 50 Yr 2150.00 751.28 761.92 1.49 0.07 0.11

Reach-1 80366 100 Yr Natural 2750.00 751.28 762.78 1.82 0.19 0.35
HEC-RAS Plan: RC-ExistR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River StaaT - Profile': Q Total Min Ch EI W.S. Elev Vel Total Shear 'Total? Power Total
(cfs) (ft) (ft) _ (ft/s) (lb 4i ft) - (lb/ft s)
Reach-1 80366 Bankfull 335.00 751.28 756.52 2.66 0.30 0.80
Reach-1 80366 5 Yr 840.00 751.28 758.80 2.63 0.17 0.43
Reach-1 " - 80366, 10 Yr 1210.00 751.28 759.87 2.10 0.18 0.38
Reach-1 80366 ' 5,0 Yr " , 2150.00 751.28 761.74 1.87 0.20 0.37

Reach-1 80188 100rYr Natural 2820.00 750.28 762.71 1.44 0.13 0.19
Reach-1 80188 Bankfull 338.00 750.28 756.35 2.26 0.19 0.42
Reach-1 20188 5 Yr 847.00 750.28 758.70 1.47 0.09 0.14
Reach-1
Reach 1 180188
30188," ' 10 Yr
S0 Yr 1260.00
2220.00 750.28
750.28 759.78
761.65 1.40
1.43 0.11
0.13 0.15
0.19

Reach-1 19966 100'YrNatural 2820.00 749.28 762.62 1.31 0.12 0.16
Reach-1 79966 Bankfull" 338.00 749.28 756.19 2.05 0.17 0.35
Reach-1 79966 5 Yr 847.00 749.28 758.47 1.92 0.09 0.17
Reach-1 79966 10 Yr 1260.00 749.28 759.57 1.54 0.11 0.17
Reach-1 79966 5.0Yr 2220.00 749.28 761.53 1.35 0.12 0.17

Reach-1 79766 100 Yr Natural 2820.00 750.28 762.55 1.27 0.12 0.15
Reach-1 79766 Bankfull 338.00 750.28 756.00 2.29 0.16 0.36
Reach-1 79766 5. Yr 847.00 750.28 758.30 1.45 0.11 0.17
Reach-1 " 79766 1.O.Yr. 1260.00 750.28 759.45 1.29 0.13 0.16
Reach-1 79766 SO Yr 2220.00 750.28 761.45 1.27 0.12 0.16

Reach-1 79566. 100Yr Natural 2820.00 750.28 762.45 2.12 0.08 0.17
Reach-1 79566 Bankfull 338.00 750.28 755.83 2.19 0.16 0.36
Reach-1 79566 5 Yr 847.00 750.28 758.11 2.46 0.11 0.28
Reach-1 79566- 10 Yr 1260.00 750.28 759.29 2.29 0.10 0.24
Reach-1 79566 50 Yr 2220.00 750.28 761.33 2.18 0.09 0.20

Reach-l., 79423 1'OO,Yr Natural`"'. 2820.00 749.28 762.25 2.57 0.33 0.86
Rea6h-1 79423" Bankfull 338.00 749.28 755.72 2.10 0.17 0.35
Reach-1 79423 Yr- 1 847.00 749.28 757.92 2.53 0.18 0.47
Reach-l 79423. < 1O Yr 1260.00 749.28 759.07 2.49 0.24 0.61
Reach""-1 79423 50 Yr 2220.00 749.28 761.10 2.56 0.32 0.83

Rea6h-1 79366 100`l'r Natural 2820.00 749.28 762.22 2.39 0.25 0.61
Reach-1 79366 Bankfull 338.00 749.28 755.69 1.85 0.11 0.20
Reach-1 79366 5 Yr." 847.00 749.28 757.89 2.10 0.13 0.27
Reach-1 79366 10 Yr 1260.00 749.28 759.04 2.15 0.18 0.38
Reach-1 79366 50Yr 2220.00 749.28 761.08 2.33 0.24 0.56

Reach-1 79223 100 Yr Natural 2820.00 748.28 762.13 2.08 0.22 0.45
Reach-1 79223 Bankfull 338.00 748.28 755.65 1.52 0.07 0.10
Reach-1 - 79223 5 Yr 847.00 748.28 757.82 1.79 0.09 0.16
Reach-1 79223 10 Yr 1260.00 748.28 758.96 1.87 0.12 0.23
Reach-1 79223 50 Yr 2220.00 748.28 760.99 2.02 0.19 0.39

Reach-1 79181 100 Yr Natural - 2820.00 747.28 761.84 4.26 0.65 2.79
Reach-1 79181 Bankfull 338.00 747.28 755.64 1.34 0.06 0.08
Reach-1 79181 5 Yr 847.00 747.28 757.80 2.14 0.17 0.36
Reach-1 79181 1,6 Yr 1260.00 747.28 758.90 2.69 0.27 0.72
Reach-1 79181 50 Yr 2220.00 747.28 760.79 3.75 0.51 1.92

•
•
0
•
•
•
HEC-RAS Plan: RC-ExistR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta Profile Total
P Min Ch EI W.S. Elev Vel Total Shear Total Power Total
(cfs) (ft) (ft) (ft(s) (lb/sq ft) (lb/ft s)
Reach-1 79134.5 Culvert
I
Reach-1 179088 100 Yr Natural 2820.00 749.28 760.66 4.73 0.71 3.34
1
Reach 88 Bankfull 338.00
9 749.28 755.61 1.22 0.06 0.07
Reach-1 X9088 5Yr' 847.00 749.28 757.67 2.08 0.15 0.31
Reach-1 79088 10.Yr 1260.00 749.28 758.63 2.69 0.24 0.66
Reach-1 79088 5O Yr " 2220.00 749.28 760.04 3.99 0.51 2.04

Reach-1 79048 100 Yr Natural 2820.00 748.28 760.59 3.88 0.55 2.13
Reach-1 79048 Bankfull 338.00 748.28 755.58 1.46 0.06 0.09
Reach-1 79048 -` 5Yr, 847.00 748.28 757.61 2.11 0.18 0.38
Reach-1 79048 " 10 Yr, 1260.00 748.28 758.57 2.58 0.27 0.69
Reach-1 79048'- 50 Yr 2220.00 748.28 759.96 3.44 0.44 1.51

Reach-1 78968 100 Yr Natural 2900.00 750.20 760.12 4.46 1.10 4.89
Reach-1 78968 Bankfull 342.00 750.20 755.37 3.29 0.53 1.73
Reach-1 78968 5Yr' 858.00 750.20 757.22 3.88 0.55 2.12
Reach-1 78968 16Yr. 1290.00 750.20 758.09 4.00 0.68 2.71
Reach-1 78968 50 Yr 2280.00 750.20 759.47 4.27 0.95 4.06

Reach-1 78658 100 Yr Natural
I
2900.00 749.40 758.96 3.52 0.83 2.92
Reach-1 78658 Bankfull 342.00 749.40 754.54 2.74 0.25 0.69
Reach-1 78658 5 Yr 858.00 749.40 756.32 2.62 0.36 0.93
Reach-1 78658 10 Yr 1290.00 749.40 757.14 2.80 0.46 1.29
Reach-1 78658 50Yr 2280.00 749.40 758.40 3.24 0.68 2.21

Reach-1 78143 100 Yr Natural 2900.00 748.30 756.65 3.46 0.91 3.16
Reach-1 78143 Bankfull 342.00 748.30 752.95 2.92 0.35 1.03
Reach-1 78143 5.Yr, 858.00 748.30 754.14 3.54 0.56 1.98
Reach-1 78143 10 Yr 1290.00 748.30 754.84 3.46 0.71 2.46
Reach-1 78143 " 50 Yr 2280.00 748.30 756.05 3.44 0.88 3.03

Reach-1 77090, 100 Yr Natural 2900.00 746.20 754.91 1.88 0.25 0.47
Reach-1 77090: Bankfull 342.00 746.20 751.20 1.05 0.07 0.08
Reach-1 77090 - 5 Yr 858.00 746.20 752.44 1.23 0.12 0.14
Reach-1 77090. .` 10 Yr 1290.00 746.20 753.09 1.42 0.15 0.22
Reach-1 77090 50 Yr, 2280.00 746.20 754.28 1.73 0.22 0.37

Reach-1 75445 1100,Yr Natural 3050.00 742.80 752.70 2.61 0.44 1.16
Reach-1- . 175445 Bankful1' 368.00 742.80 748.70 2.18 0.15 0.33
Reach-1 754,45 5Yr 917.00 742.80 749.84 2.37 0.30 0.71
Reach-1 75445 10 Yr r 1370.00 742.80 750.65 2.32 0.34 0.78
Reach-1 75445 50 Yr 2400.00 742.80 752.02 2.48 0.40 0.99

Reach-1 74715 100'Yr Natural 3050.00 741.40 751.77 1.94 0.28 0.55
Reach-1 ' 74715 Bankfull 368.00 741.40 746.33 2.65 0.32 0.84
Reach-1 74715 5 Yr 917.00 741.40 748.59 1.51 0.18 0.28
Reach-1 74715 10 Yr 1370.00 741.40 749.65 1.54 0.18 0.28
Reach-1 74715 50 Yr 2400.00 741.40 751.10 1.78 0.24 0.44

Reach-1 74662 100 Yr Natural 3050.00 741.30 751.72 1.99 0.22 0.44
Reach-1 74662 Bankfull 368.00 741.30 746.41 1.20 0.08 0.09
Reach-1 74662 5 Yr 917.00 741.30 748.59 1.14 0.07 0.08
HEC-RAS Plan: RC-ExistR River: Rich Fork Creek Reach: Reach-1 (Continued)

Reach
Rivet Sta -
Profrle -
Q Total Min Ch El W.S. Elev Vel Total Shear,Total T
Power Total
(Ib/sq ft
(
(
1s? (lb/ft s)
1
Reach1 -- 74662 10 Yr 1370.0 741.30 749.63 1.32 0.10 1 0.13
Reach-1 74662 50 Yr 2400.00 741.30 751.06 1.75 0.17 0.30

Reach-1 74628.5 Bridge

Reach-1 74595-,. 100 Natural 3050.00 740.90 751.51 2.02 0.22 0.45
Reach-1 74595 Bankfull ; 368.00 740.90 746.39 1.12 0.06 0.07
Reach-1 74595 5 Yr 917.00 740.90 748.44 1.15 0.07 0.07
Reach-1 74595. 10Yr 1370.00 740.90 749.42 1.36 0.10 0.13
Reach =1 74595 50'Yr 2400.00 740.90 750.84 1.79 0.17 0.31

1 Reach-1 - 1 74545 100 Yr Natural 3050.00 740.70 751.47 2.14 0.34 0.74
Reach-1. 74545' Bannkfull 368.00 740.70 746.28 1.75 0.16 0.28
Reach-1 74545 5,Yr 917.00 740.70 748.39 1.44 0.17 0.24
Reach-1 74545 10 Yr, 1370.00 740.70 749.37 1.58 0.20 0.32
Reach-1 74545 50 Yr 2400.00 740.70 750.80 1.94 0.29 0.56

Reach-1 74410 100Yr Natural 3050.00 740.40 750.99 3.44 0.75 2.58
Reach-1 74410 Bankfull 368.00 740.40 745.78 3.67 0.63 2.32
Reach-1 74410 5 Yr. 917.00 740.40 747.94 2.97 0.43 1.27
Reach-1 74410 10Yr 1370.00 740.40 748.94 2.94 0.47 1.40
Reach-1 74410,--, : 50 Yr 2400.00 740.40 750.34 3.23 0.64 2.07

Beach-1 73390 100:Yr Natural 3050.00 737.00 747.80 3.18 0.68 2.16
Reach-1 73390 " 13ankfull 368.00 737.00 742.39 3.11 0.40 1.25
Reach-1 73390 5 Yr 917.00 737.00 744.33 3.64 0.59 2.13
Reach-1 73390 -
10 Yr 1370.00 737.00 745.27 3.63 0.57 2.09
Reach-1 73390 50 Yr 2400.00 737.00 746.94 3.26 0.65 2.12

Reach-1 73090 100Yr Natural 3050.00 735.90 747.26 2.46 0.47 1.17
Reach-1 73090 Bankfull 368.00 735.90 741.48 3.28 0.49 1.61
Reach-1 73090 5 Yr 917.00 735.90 743.60 2.19 0.29 0.64
Reach-1 73090:,, 10 Yr, 1370.00 735.90 744.62 2.19 0.35 0.76
Reach-1 73090 50 Yr 2400.00 735.90 746.37 2.35 0.43 1.02

Reach-1' 71024 100 Yr Natural 3180.00 730.90 742.75 4.33 0.80 3.45
Reac6-1 71024'-. : Bankfull 398.00 730.90 736.34 3.07 0.43 1.33
Reach-1 .: 71024 5:Yr 988.00 730.90 738.75 3.55 0.50 1.76
Reach-1 71024: 10 Yr 1420.00 730.90 739.82 3.81 0.60 2.27
Reach-1 71024 ' 50 Yr 2500.00 730.90 741.78 4.18 0.73 3.05

Reach-1 70499. 100 Yr Natural 3180.00 729.80 740.44 5.91 1.50 8.87
Reach-1 70499 Bankfull 398.00 729.80 735.12 3.17 0.50 1.59
Reach-1 70499 5 Yr 988.00 729.80 737.21 4.06 0.65 2.65
Reach-1 70499 10 Yr. 1420.00 729.80 737.94 4.76 0.92 4.40
Reach-1 70499 50 Yr. . 2500.00 729.80 739.52 5.68 1.39 7.90

Reach-1- 70364 100Yr Natural. 3180.00 729.50 740.38 3.32 0.63 2.10
Reach71 70364 Bankfull 398.00 729.50 734.79 3.19 0.51 1.64
Reach-1 70364.` 5Yr 988.00 729.50 736.89 2.90 0.35 1.01
Reach-1 70364 ' 10'Yr 1420.00 729.50 737.63 3.10 0.48 1.48
Reach-1 70364 50Yr 2500.00 729.50 739.37 3.28 0.61 2.01

•
r?
u
•
•
•
HEC-RAS Plan: RC-ExistR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta Profile Q Total Min Ch EI W.S. Elev Vel,Total Shear Total, I Power.Total
(cfs) (ft) (ft) (ft/s) (Ib/sq ft) (lb/ft s)
Reach-1 70307 100Yr Natural 3180.00 727.40 740.35 3.00 0.23 0.68
Reach-1 70307 Bankfull 398.00 727.40 734.78 2.20 0.15 0.33
Reach-1" 70307 5 Yr 988.00 727.40 736.86 3.12 0.28 0.86
Reach-1 70307_ 10Yr 1420.00 727.40 737.55 3.85 0.41 1.56
Reach-1 70307 50 Yr 2500.00 727.40 739.11 5.05 0.64 3.23

Reach-1 70293.5 Bridge
__
Re Re F70280 100 Yr Natural _ 3180.00 729.40 738.94 4.64 0.62 2.88
Reach-1 70280 Bank
ful
I 398.00 729.40 734.67 2.93 0.28 0.83
Reach-1 _
_
70280 5 Yr 988.00 729.40 736.72 3.81 0.43 1.63
Reach-1 70280 10 Yr 1420.00 729.40 737.35 4.66 0.62 2.89
Reach-1 70280 50 Yr 2500.00 729.40 738.46 4.16 0.50 2.10

Reach-1 70140 100 Yr Natural 3180.00 729.50 737.86 5.24 0.65 3.38
Reach-1 70140 Bankfull 398.00 729.50 734.39 3.53 0.29 1.01
Reach-T 70140 5 Yr 988.00 729.50 736.25 3.90 0.18 0.71
Reach-1 70140 _
10 Yr 1420.00 729.50 736.77 4.04 0.26 1.04
Reach-1 70140 50 Yr 2500.00 729.50 737.58 4.65 0.47 2.20

Reach-1 66040 100 Yr Natural - 3320.00 720.70 729.62 2.76 0.31 0.85
Reach-1 66040 Bankfull 427.00 720.70 725.46 4.08 0.14 0.58
Reach-1 6,6040 5W 1050.00 720.70 726.74 2.65 0.26 0.70
Reach-1 66040 10 Yr 1500.00 720.70 727.42 2.61 0.29 0.76
Reach-1 66040 50 Yr 2620.00 720.70 728.79 2.74 0.32 0.86

Reach-1 62340 100 Yr Natural 3490.00 712.50 720.95 7.45 1.03 7.64
Reach-1 62340 Bankfull 442.00 712.50 715.93 3.82 0.33 1.26
Reach-1 62340 5 Yr 1090.00 712.50 718.09 4.65 0.39 1.81
Reach-1 62340 10-Yr 1580.00 712.50 719.04 5.21 0.49 2.56
Reach-1 62340 50, Yr 2750.00 712.50 720.59 6.32 0.73 4.64

Reach-1 59661 100 Yr Natural 3620.00 705.10 714.72 3.74 0.42 1.57
Reach-1 159661 Bankfull 463.00 705.10 709.76 4.57 0.30 1.38
Reach-1. 59661. 5 Yr 1140.00 705.10 711.50 4.21 0.35 1.47
Reach-1 59661 10 Yr 1620.00 705.10 712.22 4.16 0.41 1.69
Reach-1 59661 50 Yr 2870.00 705.10 713.67 4.13 0.50 2.05

Reach-1 59561 160 Yr Natural 3620.00 704.40 713.78 7.77 3.42 26.53
Reach71 - 59561 Bankfull 463.00 704.40 709.42 3.56 1.10 3.90
Reach-1 1, 59561 5 Yr 1140.00 704.40 711.32 4.12 1.14 4.70
Reach-1 59561 10Yr 1620.00 704.40 711.94 4.99 1.59 7.93
Reach-1 59561 ' 50Yr 2870.00 704.40 712.94 7.15 3.04 21.78

Reach-1 59550.5 , Bridge

Reach-1 59540 100Yr Natural 3620.00 704.40 712.71 9.43 5.37 50.61
Reach-1 59540 Bankfull 463.00 704.40 709.30 3.83 1.30 4.98
Reach-1 59540 5 Yr 1140.00 704.40 711.21 4.25 1.23 5.24
Reach-1 59540 10`Yr 1620.00 704.40 711.78 5.19 1.74 9.06
Reach-1 59540 50 Yr 2870.00 704.40 712.49 7.82 3.75 29.33

Reach-1 594,40 100 Yr Natural 3620.00 703.50 712.76 4.19 0.52 2.18
HEC-RAS Plan: RC-ExistR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta Profile, Q Total Ain Ch El W.S. Elev Vet Total Shear Total Power Total
(Cfs
(ft)
1 (ftls
t
1

(Ib/sq ft)
(lb/ft 5)
Reach-1 59440 I Bankfull 463.00 703.50 709.04 2.78 0.12 0.32
Reach-1 59440 5 Yr 1140.00 703.50 711.05 2.43 0.15 0.37
Reach -1 59440 10 Yr 1620.00 703.50 711.64 2.73 0.21 0.58
Rea6fi-1 59440 50 Yr 2870.00 703.50 712.43 3.68 0.40 1.46

Reach-1 57790 100 Yr Natural 3620.00 701.00 709.64 2.51 0.27 0.68
Reach-1 57790 Bankfull 463.00 701.00 704.77 6.49 1.07 6.93
Reach-1 57790 5 Yr 1140.00 701.00 707.19 4.66 0.27 1.24
Reach-1 57790 10 Yr 1620.00 701.00 707.83 3.33 0.27 0.89
Reach-1 57790 50 Yr 2870.00 701.00 708.99 2.63 0.28 0.74
?
Re6ch-1 54188
3
YcNatuial
1o(
,
5000.00
696.70
706.29
2.45
0.18
0.44
Reach-1 54188_ akf
ull
?
746.00
696.70
704.86
0.53
0.01
0.00
Reach=l 54188 5 Yr 1780.00 696.70 705.11 1.19 0.04 0.05
Reach-1 54188 110 Yr 2300.00 696.70 705.29 1.46 0.06 0.09
Reach-1 .. 54188 '- 150 Yr 4000.00 696.70 705.99 2.11 0.13 0.28

Reach-1 52062 100 Yr Natural 6125.00 692.30 703.90 3.76 0.41 1.54
Reach-1 52062 Bankfull 929.00 692.30 704.80 0.48 0.01 0.00
Reach-1 52062 5 Yr' 2190.00 692.30 704.80 1.12 0.04 0.04
Reach-1 52062 ` 10 Yr 2825.00 692.30 704.80 1.45 0.06 0.09
Reach-1 52062 50 Yr 4725.00 692.30 704.80 2.42 0.17 0.42

0
0
•
•

HEC-RAS Plan: RFC-PropFR River: Rich Fork Creek Reach: Reach-1

Reach
River Sta
Profile
Q Total
cf
--
fvlin Ch El
(ft)
N.S. Elev
ft
Vel Total Shear Total P

US) t ) (Ib/sq MI
owe-rTot l

Ibift,sL I
Reach-1 ---, 86348 100 Y r Natural 1790.00 775.70 784.03 0.72 0.02 0.02
Reach-1 X86348 Bankfull 206.00 775.70 779.00 4.27 0.48 2.03
Reach-1 36348 5 Yr 532.00 775.70 780.47 1.13 0.06 0.06
Reach-1 86348 _ 10 Yr 790.00 775.70 781.03 1.07 0.06 0.06
Peach-1 86348 50 Yr 1420.00 775.70 782.27 1.02 0.05 0.05

Reach-1 86198 100 Yr Natural 1790.00 775.40 783.44 5.67 1.88 10.64
Reach-1 86198 Bankfull 206.00 775.40 778.76 2.13 0.34 0.72
Reach-1 , 86198 5 Yr
532.00 775.40 780.06 3.61 0.89 3.20
_
Reach -1 86198 10 Yr 790.00 775.40 780.45 4.81 1.54 7.39
Reach -1 :86198 50 Yr 1420.00 775.40 781.33 6.90 3.11 21.45

Reach-1 86188.5 Bridge

Reach-1 86179 100Yr Natural 1790.00 775.40 781.32 8.73 4.98 43.51
Reach-1 86179 Bankfull 206.00 775.40 778.75 2.14 0.34 0.73
Reach-1 86179 5 Yr 532.00 775.40 780.03 3.64 0.90 3.28
Reach-1 86179 10 Yr 790.00 775.40 780.38 4.90 1.60 7.85
Reach-1 36179 50 Yr 1420.00 775.40 781.06 7.40 3.60 26.60

Reach-1 86029 100 Yr Natural 1790.00
_ 775.10 779.97 3.48 0.56 1.95
Reach-1 86029 Bankfull 206.00 775.10 777.17 7.50 1.68 12.59
Reach-1 36029 51'r 532.00 775.10 779.23 2.54 0.17 0.43
Reach-186029 10 Yr 790.00
Reach-1 86029 50 Yr 1420.00 775.10
775.10 779.46
779.81 2.68
3.20 0.25
0.45 0.67
1.44

Reach-1 84823 100 Yr Natu_ral 1790.00 765.48 771.69 2.18 0.11 0.24
Reach-1 84823 Bankfull 206.00 765.48 768.52 3,15 0.33 1.05
Reach-1 84823 5 Yr' 532.00 765.48 769.90 3.47 0.19 0.65
Reach-1 . 84823 " 10Yr
T
790.00

765.48

770.47

2.57

0.12

0.31
Reach-1 84823 50 Yr 1420.00 765.48 771.30 2.24 0.11 0.24

Reach-1 34563 100 Yr Natural
-?-
- 1790.00 764.79 771.11 2.04 0.33 0.68
-
Reach-1 _ -
5
Bankfull
34563
206.00
764.79
767.81
2.90
0.28
0.80
Reach-1 34563 5 Yr 532.00 764.79 769.05 3.27 0.16 0.52
Reach-1 34563 - . - 10 Yr 790.00 764.79 769.64 2.49 0.23 0.56
Reach-1 34563 50Yr 1420.00 764.79 770.65 2.07 0.30 0.62

Reach-1 8 4363 100'Yr Natural 1790.00 764.30 770.45 2.61 0.47 1.23
Reach-1 84363 Bankfull " 206.00 764.30 767.34 2.69 0.16 0.44
Reach-1 84363 - 5 Yr 532.00 764.30 768.53 2.49 0.24 0.59
Reach-1 84363 10.Yr 790.00 764.30 769.08 2.46 0.29 0.72
Reach-1 84363 50 Yr 1420.00 764.30 770.02 2.55 0.41 1.05

Reach-1 84163. 100 Yr Natural 1790.00 763.72 769.75 2.61 0.48 1.25
Reach-1 84163 Bankfull 206.00 763.72 766.74 2.82 0.13 0.36
Reach 1 - 84163 5 Yr 532.00 763.72 768.00 2.11 0.21 0.45
Reach-1 84163 10-Yr 790.00 763.72 768.49 2.26 0.28 0.64
Reach-
84163' 50Yr 1420.00 763.72 769.35 2.51 0.42 1.05
1
Reach-1 83963 100 Yr Natural 1790.00 763.09 769.24 1.93 0.33 0.63
Reach-1 83963 Bankfull 206.00 763.09 766.03 3.32 0.39 1.29
Reach-1 83963 5 Yr 532.00 763.09 767.13 2.86 0.21 0.61
HEC-RAS Plan: RFC-PropFR River: Rich Fork Creek Reach: Reach-1 (Continued)
P2 6ch River Sta-: Profle` Q Total . Min Ch El. W.S. Elev Vel Total = Shear Total , 'Power Total
-, - (cfs) (n) (ftj ' -`(ft/$) (lb/sq ft)' QI /ft s)
Reach-1 83963 10 Yr
' 790.00 763.09 767.76 2.18 0.25 0.54
_
Reach-1 83963 1 _
50 Yr 1420.00 763.09 768.79 1.92 0.29 0.56

Reach 1 : ? 83763 100 YrNatura_I_ 1790.00 762.54 768.82 2.20 0.34 0.74
Reach -1 ` 83763 1 13ankf6ll'' J 206.00 762.54 765.51 2.23 0.09 0.20
Reach 1.: '" 83763 1 5 Yr. 532.00 762.54 766.76 1.81 0.19 0.34
Reach-1 133763 10,Yr - 790.00 762.54 767.40 1.84 0.19 0.35
Reach-1 183763 50 Yr 1420.00 762.54 768.39 2.07 0.29 0.59
I
Reach-1 83563 100 Yr Natural 1790.00 761.97 768.36 2.19 0.41 0.89
Reach-1 83563 nkfull - 206.00 761.97 765.05 2.00 0.16 0.32
Reach-1 83563 5 Yr"` 532.00 761.97 766.34 1.85 0.21 0.38
Reach-1 83563 10'-Yr 790.00 761.97 766.98 1.85 0.24 0.44
Rea6-1 ' 83563 X56 Yr . 1420.00 761.97 767.95 2.05 0.34 0.70

Reach-1 83363 100 Yr Natural 1790.00 761.40 767.69 2.48 0.43 1.05
Reach-1 83363 Bankfull 206.00 761.40 764.48 2.61 0.13 0.33
Reach-1 83363 5 Yr 532.00 761.40 765.83 2.15 0.21 0.46
Reach 9 83363 10 Yr 790.00 761.40 766.47 2.08 0.22 0.45
Reach-l 83363 '. 50 Yr 1420.00 761.40 767.34 2.29 0.34 0.79

Reach-1 = 83163 100 Yr Natural 1790.00 760.72 766.58 2.93 0.55 1.61
Reach-1 83163 Bankfull 206.00 760.72 763.88 2.96 0.27 0.79
Reach-1 83163 5 Yr" 532.00 760.72 764.88 4.05 0.33 1.35
Reach-1 83163 10Yr 790.00 760.72 765.32 3.65 0.30 1.11
Reach-1 83163 50 Yr 1420.00 760.72 766.17 3.04 0.47 1.43
1
Reach-1 82868 100 YrNatural 1990.00 759.89 765.77 1.97 0.41 0.80
Reach-,1 82868 Bankfull 231.00 759.89 763.08 2.68 0.07 0.19
Reach-1 ? 82868 5 Yr 591.00 759.89 764.31 1.35 0.14 0.19
Reach-1 82868 10 Yr 870.00 759.89 764.71 1.49 0.19 0.29
Reach-1 82868 50 Yr 1560.00 759.89 765.42 1.80 0.33 0.59

Reach-1 82763 100'Yr Natural 1990.00 759.60 765.39 2.11 0.45 0.95
Reach-1 82763 ; Bankfull 231.00 759.60 762.78 3.25 0.29 0.96
Reach-1 82763 - 5 Yr, 591.00 759.60 764.05 1.53 0.13 0.20
Reach-1 82763 10 Yr 870.00 759.60 764.42 1.64 0.20 0.34
Reach71 82763 50Yr: 1560.00 759.60 765.07 1.94 0.36 0.70

Reach-1 82563 100,Yr Natural 1990.00 759.04 764.69 1.93 0.41 0.78
Reach-1 82563 Bankfull 231.00 759.04 762.15 3.41 0.37 1.27
Reach-1 82563- 5 Yr. 591.00 759.04 763.37 1.97 0.12 0.24
Reach-1 82563' 10 Yr 870.00 759.04 763.77 1.69 0.19 0.33
Reach-1 82563 50 Yr. 1560.00 759.04 764.36 1.86 0.34 0.64

Reach-1 = 82363 100 Yr Natural 1990.00 758.42 764.00 1.88 0.39 0.74
Reach-1 82363 Bankfull 231.00 758.42 760.91 4.70 0.87 4.09
Reach-1 82363 5 Yr 591.00 758.42 762.29 2.81 0.22 0.62
Reach-1 82363 10 Yr 870.00 758.42 762.69 2.37 0.29 0.70
Reach-1 82363 50 Yr 1560.00 758.42 763.49 2.01 0.39 0.79

Reach-1 82163 100Y.r Natural 1990.00 756.76 763.59 1.53 0.23 0.35
Reach-l' 82163 Bankfull 231.00 756.76 759.62 3.87 0.58 2.24
•
•
is
•
1I 1I
u
•
HEC-RAS Plan: RFC-PropFR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta ! Profile j 0 Total Min Ch EI W.S. Elev Vel Total Shear Total
cf

761.03 (t s 4.56 (Ib/sq:ft)
.- (s591.00 756.76 - (ft)
Reach -I 82163 5 Yr
0.15 Power Total

(Ib/ft S)

0.67
Reach-1 82163 10 Yr 870.00 756.76 761.89 2.01 0.18 0.37
Reach-1 82163 50 Yr 1560.00 756.76 762.92 1.66 0.24 0.40

Reach-1 81963, 100Yr Natural 1990.00 755.63 763.26 1.51 0.19 0.29
Reach-1 81963 Bankfull 231.00 755.63 758.11 4.74 0.88 4.19
Reach-1 81963 5 Yr' 591.00 755.63 759.72 5.33 0.76 4.07
Reach-1 81963 10 Yr 870.00 755.63 760.67 5.09 0.74 3.76
Reach-1 8.1963 + 50 Yr 1560.00 755.63 762.26 2.03 0.24 0.48

Reach-1 81763 100 Yr Natural 2120.00 753.93 763.09 1.27 0.13 0.17
Reach -1 88-1-76-3_ Bank-full 242.00 753.93 757.01 3.63 0.45 1.62
Reach-1
Reach-1 181763
81763 X 5 Yr
10 Yr 619.00
930.00 753.93
753.93 759.13
760.21 3.39
2.86 0.33
0.19 1.14
0.53

Reach-1 -- - -- -
81763 50 Yr 1600.00
753.93
762.04
1.47
0.13
0.19

Reach-1 81566 100 Yr Natural 2120.00 752.83 763.06 1.02 0.05 0.05
Reach-1 81566 Bankfull 242.00 752.83 756.79 2.10 0.13 0.28
Reach-1 81566, 5 Yr 619.00 752.83 759.00 2.30 0.14 0.33
Reach-1 81566 10'Yr 930.00 752.83 760.09 2.13 0.05 0.11
Reach-1 81566 50 Yr 1600.00 752.83 762.01 1.10 0.05 0.06

Reach-1 81366 100Yr Natural - 2120.00 752.54 763.03 1.15 0.04 0.05
Reach-1 81366- Bankfull 242.00 752.54 756.68 1.93 0.10 0.19
Reach-1 81366. 5 Yr 619.00 752.54 758.93 1.76 0.08 0.13
Reach-1 81366 10'Yr 930.00 752.54 760.05 1.53 0.06 0.09
Reach-1 81366 50 Yr 1600.00 752.54 761.97 1.18 0.04 0.05

Reach-1 81166 100 Yr Natural 2120.00 752.09 762.86 1.72 0.13 0.22
Reach-1 81166 Bankfull 242.00 752.09 756.55 1.71 0.08 0.13
Reach-1 81166 5 Yr' 619.00 752.09 758.80 1.93 0.10 0.20
Reach-1 81166 10 Yr 930.00 752.09 759.89 1.89 0.09 0.18
Reach-1 81166 50'Yr 1600.60 752.09 761.81 1.72 0.11 0.19

Reach-1 80933 100Yr Natural 2750.00 751.53 762.77 1.34 0.17 0.23
Reach-1
Reach-1 80933
80933 +Bankfull
15 Yr 335.00
840.00 751.53
751.53 756.26
758.56 2.00
1.81 0.21
0.16 0.42
0.29
Reach-1
- -- 80933 3 10 Yr 1210.00 751.53 759.71 1.44 0.15 0.22
Reach-1 80933 i 50 Yr 2150.00 751.53 761.70 1.36 0.17 0.22

Reach-1 80766 100 Yr Natural 2750.00 751.27 762.73 1.28 0.05 0.07
Reach-1 80766 Bankfull 335.00 751.27 756.15 1.83 0.07 0.12
Reach-1 80766 5 Yr 840.00 751.27 758.48 1.55 0.06 0.10
Reach-1 80766 10 Yr 1210.00 751.27 759.64 1.43 0.06 0.08
Reach-1 80766 50 Yr 2150.00 751.27 761.64 1.31 0.05 0.07

Reach-ll 80566 100 Yr Natural 2750.00 750.87 762.66 1.41 0.17 0.24
Reach-1 ` 80566 Bank-full 335.00 750.87 756.01 1.81 0.18 0.33
Reach-1 80566 5 Yr° 840.00 750.87 758.33 1.92 0.15 0.28
Reach-1 80566 ,: 10 Yr 1210.00 750.87 759.52 1.56 0.14 0.22
Reach-1 80566 Yr 2150.00 750.87 761.55 1.43 0.17 0.24

Reach-1 80366 100`Yr Natural 2750.00 750.47 762.49 1.65 0.13 0.21
HEC-RAS Plan: RFC-Proi)FR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta Profile Q Total Min Ch El W.S. Elev Vel Total Shear Total Power Total
(cfs) (ft) (ft) ? (fus) Ilb/sg ft) (Ib/fts)
Reach-1 80366 Bankfull -
335.00 ?
750.47 755.88 1.63 0.07 0.11
Rea6h-1 80366 '5 Yr 840.00 750.47 758.16 1.89 0.07 0.14
Rea6h-1 80366-- 10 Yr 1210.00 750.47 759.34 1.73 0.09 0.16
Reach-1 80366 " 50Yr 2150.00 750.47 761.37 1.66 0.12 0.20

Reach-1 80188 100 Yr_Natural 2820.00 750.13 762.45 1.40 0.11 0.15
Reach-1 80188 Bankful(
338.00 750.13 755.82 1.49 0.06 0.09
Reach-1 80188 _
5 Yr 847.00 750.13 758.10 1.45 0.06 0.09
Reach-1 80188 10 Yn 1260.00 750.13 759.28 1.39 0.08 0.11
Reach-1 80188 750>Yr 2220.00 750.13 761.32 1.39 0.10 0.14

Reach-1 79966. 100 Yr Natural 2820.00 749.69 762.39 1.26 0.08 0.10
Reach-1 79966 ! Bankfull 338.00 749.69 755.76 1.30 0.04 0.06
Reach71 79966, 5 Yr; . 847.00 749.69 758.02 1.58 0.06 0.10
Reach-1 79966 10Yr 1260.00 749.69 759.19 1.44 0.06 0.08
Reach-1 79966 50 Yr 2220.00 749.69 761.25 1.29 0.08 0.10

Reach-1 79766 '100 Yr Natural 2820.00 749.29 762.35 1.18 0.08 0.09
Reach-1 79766 Bankfull 338.00 749.29 755.73 1.12 0.03 0.03
Reach-1 79766 5 Yr' 847.00 749.29 757.97 1.14 0.04 0.04
Reach-1, 79766,:1, - 10'Yr 1260.00 749.29 759.15 1.12 0.05 0.06
Reach-1 . 7976 500 Yn 2220.00 749.29 761.21 1.16 0.07 0.08
6
Reach-1 79566 _ 100 Yr Natural 2820.00 748.90 762.26 1.88 0.09 0.17
Reach-1 79566 Bankfull 338.00 748.90 755.70 1.11 0.03 0.03
Reach-1 79566 5 Yr 847.00 748.90 757.92 1.56 0.06 0.09
Reach-1 79566 10 Yr 1260.00 748.90 759.07 1.71 0.07 0.12
Reach-1 79566 50Yr 2220.00 748.90 761.11 1.87 0.09 0.17

Reach-1 79423 100'YrNatural 2820.00 748.62 762.15 2.12 0.16 0.34
Reach-1 . ', 79423 Bankfull 338.00 748.62 755.68 1.01 0.03 0.03
Reach-1 - - 79423 . c _ ;5 Yr_ 847.00 748.62 757.88 1.45 0.07 0.10
Reach-1'.,; 79423 '10_Yr. 1260.00 748.62 759.02 1.68 0.09 0.15
Reach-1 79423 50 Yr 2220.00 748.62 761.02 2.01 0.14 0.28
Reach-1 1 79366,_ 100 Yr Natural 1 2820.00 748.50 762.14 2.06 0.15 0.30
Reach-1 79366 Bankfull 338.00 748.50 755.67 0.98 0.03 0.03
Reach-1 79366 5 Yr 847.00 748.50 757.87 1.39 0.06 0.08
Reach-1 79366 " 10 Yr 1260.00 748.50 759.01 1.59 0.08 0.13
,Reach-1 79366 50 Yr 2220.00 748.50 761.01 1.93 0.13 0.25

Reach-1 79223 400 Yr Natural 2820.00 748.22 762.09 1.85 0.14 0.26
Reach-1 79223 Bankfull 338.00 748.22 755.66 0.91 0.02 0.02
Reach-1 79223 5Yr' . 847.00 748.22 757.85 1.29 0.05 0.06
Reach-1 79223. 10.Yr 1260.00 748.22 758.98 1.47 0.07 0.10
Reach-1 ' 79223 50 Yr 2220.00 748.22 760.97 1.74 0.12 0.21
. i
Reach-1 79181 I00 Yr Natural 2820.00 748.13 761.99 3.47 0.25 0.87
Reach-1 79181 Bankfull 338.00 748.13 755.66 0.86 0.02 0.02
Reach-1 79181 5 Yr> 847.00 748.13 757.85 1.57 0.06 0.09
Reach-i 79181 10 Yr 1260.00 748.13 758.97 2.05 0.09 0.19
Reach-1 79181 50 Yr 2220.00 748.13 760.91 2.99 0.19 0.57

•
•
l?
u
•
•

HEC-RAS Plan: RFC-PropFR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta Profile ,Total [Ain Ch El W.S. Elev Vet Total SheacTotal
-.
- - - Power Total
I
-
(cfs) ft (ft)
WS) (Iblsq ft)
-
(IA s)
j Reach-1 79134.5 Culvert
-
I
Reach-1 79088 100 Yr Natural 2820.00 749.28 760.66 4.73 0.71 3.34
Reach-1 79088 Bankfull 338.00 749.28 755.61 1.22 0.06 0.07
Reach-1 79088 5Yr 847.00 749.28 757.67 2.08 0.15 0.31
Reach-1 79088 10 Yr 1260.00 749.28 758.63 2.69 0.24 0.66
Reach-1 79088 50 Yr 2220.00 749.28 760.04 3.99 0.51 2.04

Reach-1 79048, 100 Yr Na_tura1 2820.00 748.28 760.59 3.88 0.55 2.13
Reach-1 79048 Bankfull 338.00 748.28 755.58 1.46 0.06 0.09
Reach-1 79048 5 Yr 847.00 748.28 757.61 2.11 0.18 0.38
Reach-1 79048 10`Yr 1260.00 748.28 758.57 2.58 0.27 0.69
Reach-1 79048 50 Yr- 2220.00 748.28 759.96 3.44 0.44 1.51

Reach-1 78968 100.Yr Natural 2900.00 750.20 760.12 4.46 1.10 4.89
Reach-1 76968 Bankfull 342.00 750.20 755.37 3.29 0.53 1.73
Reach-1 78968 5.Yr, 858.00 750.20 757.22 3.88 0.55 2.12
Reach-1 , _78968 10Yr " 1290.00 750.20 758.09 4.00 0.68 2.71
Reach-1 78968 S0 Yr 2280.00 750.20 759.47 4.27 0.95 4.06

Reach-1 78658 100 Yr Natural 2900.00 749.40 758.96 3.52 0.83 2.92
Reach-1 78658 Bankfull. . -? 342.00 749.40 754.54 2.74 0.25 0.69
Reach-1 78658 5 Yr 858.00 749.40 756.32 2.62 0.36 0.93
Reach-1 78658 " 10 Yr 1290.00 749.40 757.14 2.80 0.46 1.29
Reach-1 78658
- 50Yr' 2280.00 749.40 758.40 3.24 0.68 2.21
I
Reach-1 78143 - 1100-1 r Natural 2900.00 748.30 756.65 3.46 0.91 3.16
Reach-1 78143 Bankfull 342.00
? 748.30 752.95 2.92 0.35 1.03
Reach-1 78143 5 Yr' " 858.00 748.30 754.14 3.54 0.56 1.98
Reach-1" 78143 10 Ye 1290.00 748.30 754.84 3.46 0.71 2.46
Reach-1 .78143 - 50 Yr - 1 2280.00 748.30 756.05 3.44 0.88 3.03

Reach-1 77090 100YrNatural 2900.00 746.20 754.91 1.88 0.25 0.47
Reach-1 77090 Bankfull 342.00 746.20 751.20 1.05 0.07 0.08
Reach-1 77090 5 Yr 858.00 746.20 752.44 1.23 0.12 0.14
Reach-1 77090 10 Yr 1290.00 746.20 753.09 1.42 0.15 0.22
Reach-1 77090 50 Yr 2280.00 746.20 754.28 1.73 0.22 0.37

Reach-1 , 75445 100 Yr Natural 3050.00 742.80 752.70 2.61 0.44 1.16
Reach-1 . " 75445 Bankfull 368.00 742.80 748.70 2.18 0.15 0.33
Reach-1 " 75445 5 Yr 917.00 742.80 749.84 2.37 0.30 0.71
Reach-1 75445 10 Yr ' 1370.00
i 742.80 750.65 2.32 0.34 0.78
Reach-1 75445 50 Yr 2400.00 742.80 752.02 2.48 0.40 0.99

Reach-1 74715 100 Yr Natural 3050.00 741.40 751.77 1.94 0.28 0.55
Reach-1 74715 Bankfull 368.00 741.40 746.33 2.65 0.32 0.84
Reach-1 74715 5Yr 917.00 741.40 748.59 1.51 0.18 0.28
Reach-1 74715 10 Yr 1370.00 741.40 749.65 1.54 0.18 0.28
Reach-1 74715 50Yr, 2400.00 741.40 751.10 1.78 0.24 0.44

Reach-1 74662 100 Yr Natural 3050.00 741.30 751.72 1.99 0.22 0.44
Reach-1 74662 Bankfull 368.00 741.30 746.41 1.20 0.08 0.09
Reach-1 74662 5 Yr . 917.00 741.30 748.59 1.14 0.07 0.08
HEC-RAS Plan: RFC-PropFR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta
----- -- Profile d Total Min `Ch El W.S. Elev VelTotal ' Shear Total I
- Power7otal
-
?

1
cfs ft
( ) O
(ft) (fus)
(Iblsq ft)
(Ib/ft s)
Reach-1 74662 10 Yr- 1370.00 741.30 749.63 1.32 0.10 0.13
Reach-1 74662 50 Yr 2400.00 741.30 751.06 1.75 0.17 0.30

Reach-T 74628.5 ' Bridge

Reach-1 74595 100 Yr Natural 3050.00 740.90 751.51 2.02 0.22 0.45
Reach-1 74595 Bankfull . 368.00 740.90 746.39 1.12 0.06 0.07
Reach 1 .. ` 74595 ! fYr 917.00 740.90 748.44 1.15 0.07 0.07
Reach-1 74595 1'O Yr 1370.00 740.90 749.42 1.36 0.10 0.13
-Reach -1 74595 50 Yr
---------- -- 2400.00 740.90 750.84 1.79 0.17 0.31

Reach-i . '1 74545 100Yr Natural 3050.00 740.70 751.47 2.14 0.34 0.74
Reach-1 74545 " B6nkfull' 368.00 740.70 746.28 1.75 0.16 0.28
Reach-1 74545 5"Yr 917.00 740.70 748.39 1.44 0.17 0.24
Reach-1 74545- 10 Yr 1370.00 740.70 749.37 1.58 0.20 0.32
Reach-1 74545 50 Yr 2400.00 740.70 750.80 1.94 0.29 0.56

Reach-1 74410 100 Yr Natural 3050.00 740.40 750.99 3.44 0.75 2.58
Reach-1 74410 Bankfull 368.00 740.40 745.78 3.67 0.63 2.32
Reach'-1 74410 5:Yr 917.00 740.40 747.94 2.97 0.43 1.27
Reach-1 74410 10 Yr 1370.00 740.40 748.94 2.94 0.47 1.40
Reach -1 74410 50 Yr 2400.00 740.40 750.34 3.23 0.64 2.07

Reach-1 ' 1 713390- r- 100 Y r Natural 3050.00 737.00 747.80 3.18 0.68 2.16
Reach-1 73390 Bankfull 368.00 737.00 742.39 3.11 0.40 1.25
Reach-1 73390 5 Yr" 917.00 737.00 744.33 3.64 0.59 2.13
Reach-1 73390 10 Yr 1370.00 737.00 745.27 3.63 0.57 2.09
Reach-1 " 73390 50 Yr 2400.00 737.00 746.94 3.26 0.65 2.12

Reach-1 73090 100`Yr Natural 3050.00 735.90 747.26 2.46 0.47 1.17
Reach-1 73090 Bankfull 368.00 735.90 741.48 3.28 0.49 1.61
Reach-1 73090 5 Yr 917.00 735.90 743.60 2.19 0.29 0.64
Reach-1 73090 10 ye 1370.00 735.90 744.62 2.19 0.35 0.76
Reach-1 73090 50 Yr 2400.00 735.90 746.37 2.35 0.43 1.02

Reach-1 71024 100 Yr Natural 3180.00 730.90 742.75 4.33 0.80 3.45
Reach-1 71024 Bankfull 398.00 730.90 736.34 3.07 0.43 1.33
Reach-1 71024 5 Yr 988.00 730.90 738.75 3.55 0.50 1.76
Reach71 71024 10 Yr 1420.00 730.90 739.82 3.81 0.60 2.27
Reach-1 71024 50 Yr 2500.00 730.90 741.78 4.18 0.73 3.05

Reach-1 70499 100Yr Natural 3180.00 729.80 740.44 5.91 1.50 8.87
Reach-1 70499, Bankfull 398.00 729.80 735.12 3.17 0.50 1.59
Reach71 70499 &Y r 988.00 729.80 737.21 4.06 0.65 2.65
Reach-1 70499 '0 Yr, 1420.00 729.80 737.94 4.76 0.92 4.40
Reach-1 70499 50,Yr 2500.00 729.80 739.52 5.68 1.39 7.90

Reach-1 70364 100Yr N?Wra! 3180.00 729.50 740.38 3.32 0.63 2.10
Reach-1 70364 Bankfull 1 398.00 729.50 734.79 3.19 0.51 1.64
Reach-1 703641, 5 Yr;. 988.00 729.50 736.89 2.90 0.35 1.01
Reach-1 70364 10 Yr 1420.00 729.50 737.63 3.10 0.48 1.48
Reach-1 70364 50 Yr 2500.00 729.50 739.37 3.28 0.61 2.01

•
•
0
•
•

HEC-RAS Plan: RFC-PropFR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta Profile.,, Q Total Min Ch El ; W.S. Elev „Vel_Total ShearTotal Power Total
MI) (ft) (ft). (ft(sj (Ib(sq ft) (Ib/ft s)
Reach-1 70307 100 Yr Natural 3180.00 727.40 740.35 3.00 0.23 0.68
Reach-1 70307 Bankfull 398.00 727.40 734.78 2.20 0.15 0.33
Reach-1 % 70307 5 Yr` . 988.00 727.40 736.86 3.12 0.28 0.86
Reach-1 1 70307 10 Yr 1420.00 727.40 737.55 3.85 0.41 1.56
Reach-1 70307 50 Yr 2500.00 727.40 739.11 - 5.05 0.64 3.23

Reach-1---- 70293.5 - - Bridge
Reach-1 70280 100 Yr Natural 3180.00 729.40 738.94 4.64 0.62 2.88
Reach-1 70280 Bankfull 398.00 729.40 734.67 2.93 0.28 0.83
Reach-1 70280. 5 Yr- 988.00 729.40 736.72 3.81 0.43 1.63
Reach-1 70280 10 Yr 1420.00 729.40 737.35 4.66 0.62 2.89
Reach-1 70280 50'Yr 2500.00 729.40 738.46 4.16 0.50 2.10

Reach-1 1 70140, 100:Yr Natural 3180.00 729.50 737.86 5.24 0.65 3.38
Reach-1 70140 Bankfull 398.00 729.50 734.39 3.53 0.29 1.01
Reach-1 70140 5 Yr 988.00 729.50 736.25 3.90 0.18 0.71
Reach-1 70140 10 Yr 1420.00 729.50 736.77 4.04 0.26 1.04
Reach-1 70140 50 Yr 2500.00 729.50 737.58 4.65 0.47 2.20

Reach-1 66040 100 W Natural 3320.00 720.70 729.62 2.76 0.31 0.85
Reach-1 66040 Bankfull 427.00 720.70 725.46 4.08 0.14 0.58
Reach-1 ` 66040 5 Yr 1050.00 720.70 726.74 2.65 0.26 0.70
Reach-1 66040 - 10 Yr 1500.00 720.70 727.42 2.61 0.29 0.76
Reach-1 66040 50-Yr 2620.00 720.70 728.79 2.74 0.32 0.86

Reach-1 62340 100 Yr Natural 3490.00 712.50 720.95 7.45 1.03 7.64
Reach-1 62340 Bankfull 442.00 712.50 715.93 3.82 0.33 1.26
Reach-1 62340 5 Yr 1090.00 712.50 718.09 4.65 0.39 1.81
Reach-1 62340 10 Yr j 1580.00 712.50 719.04 5.21 0.49 2.56
Reach -1 6234 501'r 2750.00 712.50 720.59 6.32 0.73 4.64
- - - --- ---- -------
Reach-1 59661 100 Yr Natural 3620.00 705.10 714.72 3.74 0.42 1.57
Reach-1 59661 Bankfull 463.00 705.10 709.76 4.57 0.30 1.38
Reach-1 59661 5 Yr' 1140.00 705.10 711.50 4.21 0.35 1.47
Reach-1 59661 16 Yr 1620.00 705.10 712.22 4.16 0.41 1.69
Reach-1 59661 50 Yr 2870.00 705.10 713.67 4.13 0.50 2.05

Reach-1 59561 100 Yr Natural 3620.00 704.40 713.78 7.77 3.42 26.53
Reach-1 59561 Bankfull 463.00 704.40 709.42 3.56 1.10 3.90
Reach-1 59561 5 Yr' 1140.00 704.40 711.32 4.12 1.14 4.70
Reach-1 59561 . ' 90 Yr 1620.00 704.40 711.94 4.99 1.59 7.93
Reach-1 59561 50 Yr 2870.00 704.40 712.94 7.15 3.04 21.78

Reach-1 59550.5 Bridge

Reach-1 59540 100 Yr Natural 3620.00 704.40 712.71 9.43 5.37 50.61
Reach-1 59540 Bankfull 463.00 704.40 709.30 3.83 1.30 4.98
Reach-1' 59540 5 Yr 1140.00 704.40 711.21 4.25 1.23 5.24
Reach-1 59540 10 Yr 1620.00 704.40 711.78 5.19 1.74 9.06
Reach-1 59540 50 Yr 2870.00 704.40 712.49 7.82 3.75 29.33

Reach-1 59440 100 Yr Natural 3620.00 703.50 712.76 4.19 0.52 2.18
HEC-RAS Plan: RFC-PrODFR River: Rich Fork Creek Reach: Reach-1 (Continued)
Reach River Sta Profile'. _ Q Total ,' I. Min Ch El: W.S. Elev. Vel Total Shear Total Power Total
(cf) (ft) (ft) AS) (Ib/O ft) (Ib/ft s) .
Reach-1. 59440 Bankfull 463.00 703.50 709.04 2.78 0.12 0.32
Reach-1 59440 5-W 1140.00 703.50 711.05 2.43 0.15 0.37
Reach-1 59440 10>Yr 1620.00 703.50 711.64 2.73 0.21 0.58
Reach-1 59440 50-Yr 2870.00 703.50 712.43 3.68 0.40 1.46

Reach-1 57790 100 Yr Natural 3620.00 701.00 709.64 2.51 0.27 0.68
Reach-1 57790 Bankfull 463.00 701.00 704.77 6.49 1.07 6.93
Reach-1 57790 5 Yr 1140.00 701.00 707.19 4.66 0.27 1.24
Reach-1 57790 10 Yr 1620.00 701.00 707.83 3.33 0.27 0.89
Reach-1 57790 50Y 2870.00 701.00 708.99 2.63 0.28 0.74

'Reach-1 ? 54188 100 Yr.Natural I 5000.00 696.70 706.29 2.45 0.18 0.44
Re6ch-1 54188 13ankfull' 746.00 696.70 704.86 0.53 0.01 0.00
Reach-1 54188 5 Yr 1780.00 696.70 705.11 1.19 0.04 0.05
Reach-1 54188 10:Yr 2300.00 696.70 705.29 1.46 0.06 0.09
Reach-1 54186 50, Yr 4000.00 696.70 705.99 2.11 0.13 0.28

Reach-1 52062 100 Yr Natural 6125.00 692.30 703.90 3.76 0.41 1.54
Reach-1 52062 Bankfull 929.00 692.30 704.80 0.48 0.01 0.00
Reach-1 52062 5 Yr 2190.00 692.30 704.80 1.12 0.04 0.04
Reach-1 52062 10 Yr, 2825.00 692.30 704.80 1.45 0.06 0.09
Reach-1 52062 50 Yr 4725.00 69230 704.80 2.42 0.17 0.42
•
0

•
u
HEC-RAS Plan: Ex Condition River. Rich Fork Tdb Reach* Reach-1
Reap h R :c .,t 3 r f <
- Q Total f' n Ch EI :7 '.S. Do,, I
11 I
1 Cni V + 5. E. G, Elegy
- _ E 3,SIOpE. Vel Chnl Fl:nv Area Top J??idth Froude Chl
_
?
I ,cfs).: (ft) 1
(ftl (ft) _ i _ (ft) (Rift), (fwO (sgft (ft)-
_
Reach-1
'2 1.00 785.70 786.02 786.02 0.005590 0.61 1.63 8.37 0.24
Reach-1 42 1.00 785.70 786.02 786.02 0-005728 0.62 1.62 8.35 0.25
Reach-1 15242 1o 890.00 785.70 790.39 790.69 0.009507 5.46 226.93 111.16 0.48
Reaeh-1 'S2a E?rj 1460.00 785.70 791.27 791.62 0.009163 5.93 326.41 118.14 0.48
Reach-1 1001 r -- '1730.00 785.70 791.83 792.00 0.009009 6.10 377.11 120.11 0.48
Reach-1 5242 100 YrFI?,d.va 1730.00 785.70 791.63 792.00 0.009009 6.10 371.11 120.11 0.48

Reach-1 51"2 - 1.00 785.20 785.42 785.38 785.44 0.039869 1.17 0.86 7.32 0.60
Rea h-1 51P2 5 1.00 785.20 785.43 765.38 785.45 0.033360 1.10 0.91 7.40 0.55
Reach-I "192 10 890.00 785.20 790.19 790.41 0.006550 4.70 260.81 114.95 0.40
Reach-l- ' tK) 1460.00 765.20 791.09 791.36 0.006690 5.23 365.86 119.87 0.41
Reach 1 :. 100 1r Natur,,l 1730.00 785.2
0
791.45
791.75
0.006723
5.43
409.87
121.87
0.41
Reach-1 100 t i 1730.00 785.20 791.45 791.75 0.006723 5.43 409.87 121.67 0.41
L

Reach-1 4SI
2
2 1.00
782.70
783.02
783.02
0.005737
0.62
1.62
8.27
0.25
Reach-i 5 1.00 782.70 783.01 783.02 0.006229 0.64 1.57 8.22 0.26
Reach-1 10- 890.00 782.70 788.01 788.59 0.012766 7.02 174.32 90.08 0.57
Reach-1=? 4 2 I G'?% 1 1460.00 782.70 789.04 789.63 0.011091 7.49 275.87 105.64 0.55
Reach-1L';
_ 100 Yr Natural - 1730.00 782.70 769.44 790.05 0.010695 7.69 319.05 111.61 0.55
_
RPa_h-1 a 192 1001r FI vxh:-ay 1730.00 782.70 789.44 790.05 0.010695 7.69 319.05 111.61 0.55

Rea,l?-1
-h_ 1
Re 4 1r
4.,12.; _ + 1.00
1.00 780.50
780.50 780.71
780.72 780.68
780.68 780.74
780.74 0.048127
0.038174 1.24
1.15 0.81
0.87 7.21
7.30 0.65
0.59
-
Rea..ri-1 1 4812:. 10 890.00 780.50 786.59 786.94 0.006437 5.58 221.90 88.78 0.42
Reaeh-1 4e1, - 50 - 1460.00 780.50 787.63 788.06 0.006689 6.40 323.25 104.51 0.44
Reaeh-1 4812 100 YrNabural 1730.00 780.50 787.98 788.45 0.007111 6.83 360.22 109.69 0.46
Reach-l 4812 100 Yr FlcK?way 1730.00 780.50 787.96 788.45 0.007111 6.83 360.22 109.69 0.46

Reach-1 - 4592': 1.00 778.10 778.44 778.28 776.44 0.004422 0.57 1.76 8.46 0.22
Reach-1 -- 4592:: I S
1.00 778.10 778.43 778.29 778.44 0.004604 0.58 1.71 8.40 0.23
Reach-1` 4592 _
10 890.00 778.10 784.50 765.14 0.010240 6.93 162.47 92.75 0.52
Reach-1r: 4592-: 50 1460.00 778.10 785.39 786.13 0,011451 8.09 275.72 162.31 0.56
Reach-1 459221 300 Yr N turzY 1730.00 778.10 785.71 786.46 0.011543 8.38 331.88 187.47 0.57
Reach-1' 4592 1oc 1'rFload:•:av 1730.00 778.10 765.71 786.46 0.011543 8.38 331.88 187.47 0.57
-- -
Reach-1' 14402 1.00 776.80 776.98 776.98 777-03 0.143122 1.83 0.55 6.21 1.08
Reach-1 4182
Reach-Y. 1482:. 1.00
10: 690.00 776.60
776.80 776.99
783.88 776.99 777.03
784.19 0.093352
0.006107 1.56
5.23 0.64
240.38 6.72
110.85 0.89
0.37
Reach-1 ?-idF2 S5 -
_ 1460.00 776.80 784.75 785.10 0.006354 5.84 392.65 202.12 0.39
Reach-1 4482 -
100 Yr Natural 1730.00 776.80 785.09 785.42 0.006248 5.97 461.01 210.86 0.39
Rcach-1 4482- 100 Yr Flo;tlwa y 1730.00 776.80 785.09 785.42 0.006246 5.97 461.01 210.86 0.39

Reach-1' 4412 1.00 776.00 776.41 776.18 776.41 0.001820 0.42 2.38 9.14 0.14
Reach-tJ) 4412 1.00 776.00 776.43 776.44 0.001373 0.38 2.62 9.40 0.13
Reach-1" 4412 10 690.00 776.00 783.58 763.79 0.004684 4.49 323.10 209.26 0.31
Reach-i 4412 50 1460.00 776.00 784.53 784.71 0.003608 4.44 540.10 238.35 0.29
Reach-1 .: 4412, : 100 Yr Natural 1730.00 776.00 784.87 785.04 0.003679 4.50 622.23 244.12 0.28
Reach-1' 4412 100 YrFlootlway 1730.00 776.00 784.87 785.04 0.003679 4.50 622.23 244.12 0.26

Reach-1 4042'- 2 s 1.00 774.00 774.18 774.16 774.23 0.141450 1.82 0.55 6.22 1.08
Reach-1 4042 5' 1.00 774.00 776.43 776.43 0.000001 0.03 32.69 17.06 0.00
Reach-1? 40421 10 ' 890.00 774.00 780.73 781.31 0.009936 6.59 162.94 77.97 0.48
Reach-1 4042 1460.00 774.00 761.75 782.43 0.010836 7.66 265.47 115.29 0.51
Reach-1 4042 X100 1'r aturel 1730.00 774.00 782.18 762.85 0.010394 7.81 317.62 126.52 0.51
Reach-1 42 10?av 1730.00 774.00 782.18 782.85 0.010394 7.81 317.62 126.52 0.51

Reach-1 ' 1.00 771.40 774.15 774.15 0.000000 0.02 42.49 17.76 0.00
Reach-1" 1 = 5 1.00 771.40 776.43 776.43 0.000000 0.01 110.39 53.02 0.00
Reach-1. _ 3542 10' 690.00 771.40 778.89 779.05 0.002368 3.90 345.90 152.10 0-26
Reach-1`. ,3542 50:
1460.00 771.40 780.11 780.26 0.002083 4.07 597.67 256.98 0.25
Reach-1` 13542-: _
100YrNat.,ral _ 1730.00 771.40 780.29 780.47 0.002476 4.50 645.36 267.99 0.27
Re6ch-1. 3542-i .100 Yr 1730.00 771.40 780.29 780.47 0.002476 4.50 645.36 267.99 0.27

Reach-1 3372- 2 132.00 770.40 773.86 773.96 0.003101 2.51 52.68 17.11 0.25
Reach-1: 3372 5`. 349.00 770.40 776.01 776.24 0.004396 3.80 94.24 60.79 0.30
Reach-1 3372 10 994.00 770.40 778.56 776.66 0.002010 3.41 505.77 252.12 0.22
Reach-l' 3372 - 50: 1611.00 770.40 779.89 779.96 0.001303 3.07 892.29 328.46 0.18
Reach-l. 3372-:? 100 Yr Natural:`. :'. 1885.00 770.40 780.03 780.11 0.001573 3.40 937.26 335.00 0.20
(Reach-1-' 3372'.- '. 100YcFloodwav 1885.00 770.40 780.03 780.11 0.001573 3.40 937.28 335.00 0.20

HEC-RAS Plan: Ex Condition River. Rich Fork Trib Reach: Reach-1 (Continued)
F<..?3h I R,,Ir t Pr ale ?? QTotal
(cfs),? M+nChEI': C,tWS.
. (ft) T ft)
--- EG.Elev
(ft)' E.G. Slbp»
(ft/ft) VehChnl- FlowArea -
(Ws) -_(sgft) T, Width
(ft) Froud ?kl

•
Reach-1. 3234 2 132.00 770.10 773.38 773.49 0.003695 2.68 49.62 16.95 0.27
Reach-1 3234.- 5'i: 349.00 770.10 775.26 775.53 0.005883 4.20 83.08 18.67 0.35
Reach-1'... .3234)'.. 101 l 994.00 770.10 778.29 778.39 0.001940 3.36 513.35 253.84 0.22
Reach-l'. 3234..; 50 1611.00 770.10 779.73 779.79 0.001148 2.91 937.75 335.02 0.17
Reach-1" 3234'. -: .100 Yr Natura1 1685.00 770.10 779.62 779.90 0.001437 3.28 969.93 336.20 0.19
Reach-1' 3234.- 100 YrFloodway ,: 1885.00 770.10 779.82 779.90 0.001437 3.28 969.93 336.20 0.19

Reach 1. 3184 2 132.00 770.00 772.91 772.14 773.16 0.012700 4.03 32.78 17.70 0.52
Reach-t' ^11s' 5r 349.00 770.00 774.78 773.41 775.15 0.010095 4.85 72.00 24.24 0.50
Reach-1. " 31L+4 1994.00 770.00 777.40 775.63 778.13 0.010815 6.88 144.50 171.99 0.55
Reach-1 1c54 5I5 1611.00 770.00 779-55 777.05 779.70 0.002271 3.34 644.56 308.81 0.22
Reach-1: 1 14 10: rr Natural 1885.00 770.00 779.59 778.12 779.79 0.003006 3.89 653.78 310.90 0.26
P h-1 '4 1 100 Y r Fl?Jway_ 1885.00 770.00 779.59 778.12 779.79 0.003006 3.89 653.78 310.90 0.26
1 -
n???h-1 ' Ira - - Bridge

Reach-1 : 132.00 770.00 772.72 772.14 773.03 0.017078 4.48 29.49 17.03 0.60
Reach-1 i172 _ 349-00 770.00 774.57 773.41 774.99 0.012335 5.21 68.95 23.64 0.54
Reach-1 ' 3172 10 994.00 770.00 777.04 775.63 777.90 0.013817 7.44 133.69 140.78 0.62
Reach-1 3172'" " 50 1611.00 770.00 777.17 777.05 779.30 0.033389 11.71 137.55 153.00 0.96
Reach-l 3172 - 100 Yr Natural 1885.00 770.00 778.22 778.12 779.01 0.012300 8.15 353.50 232.70 0.60
Reach-1 . 3172 100 Yr Floodway 1885.00 770.00 778.22 778.12 779.01 0.012300 8.15 353.50 232.70 0.60

Reach-1. 3122. 2 132.00 769.80 771.93 772.22 0.015336 4.29 30.76 15.90 0.54
Reach-1 3122 5 `- 349.00 769.80 773.91 774.37 0.012381 5.46 63.95 17.71 0.51
Reach 1:: 3122- 10' - l 994.00 769.80 776.80 777.25 0.008238 6.16 256.27 172.17 0.44
Reach-1 3122 50, 1611.00 769.80 777.83 778.15 0.006198 5.91 472.68 244.49 0.39
Reach-1. 3122: . 100"Yr.Natural 1 1885.00 769.80 778.16 778.45 0.005745 5.87 556.60 263.43 0.38
Reach-1 " :122 "- 100 YrFlocN?a.3v 1885.00 769.80 778.16 778.45 0.005745 5.87 556.60 263.43 0.38

Reach-1 IZ766 132.00 767.00 769.67 769.81 0.003681 3.03 43.59 18.64 0.35
Reach-1':i '7E;6 l5 349.00 767.00 771.32 771.64 0.005071 4.56 76.59 21.32 0.42
Beach-l'. 66 10 994.00 767.00 774.26 774.78 0.005881 5.87 196.10 92.95 0.49
Reach-ti- 2766- 50" 1611.00 767.00 775.70 776.23 0.004639 6.28 390.01 157.82 0.45
Reach-1-:'- 2766'. 100 Yr Natural 1885.00 767.00 776.20 776.70 0.004192 6.30 487.35 244.84 0.44
Reach-l" 2766'- `.. ` 100 Yr FI 1. },vaj 1885.00 767.00 776.20 776.70 0.004192 6.30 487.35 244.84 0.44

Reach-t. 2676 2. - 132.00 767.00 768.67 769.13 0.020336 5.44 24.28 16.57 0.79
Reach-I 2676`. 5' 349.00 767.00 770.02 770.81 0.018535 7.15 48.83 19.97 0.81
Reach-l'. 2676- - 10 994.00 767.00 772.86 771.91 773.97 0.012482 8.51 126.81 52.17 0.71
Reach-1 2675. 50 1611.00 767.00 774.30 775.55 0.010647 9.44 238.70 102.82 0.69
Reach-1 2676'.; 100 YrNatural 1865.00 767.00 775.03 776.12 0.008471 9.11 322.02 125.06 0.63
Reach-l`. 2676.: 100 YrFloodway..',-- 1885.00 767.00 775.03 776.12 0.008471 9.11 322.02 125.06 0.63

Reach-l 2569. 24: 132.00 766.28 767.98 767.22 768.09 0.004317 2.62 50.41 33.71 0.38
Reach-1" 25697
- 5 349.00 766.28 769.78 767.99 769.91 0.002469 2.93 119.14 43.81 0.31
Reach-11 -
-
2569- 10 994.00 766.28 772.96 769.53 773.14 0.001580 3.45 288.19 64.98 0.27
Reach-1 S 2569 50 - 1611.00 766.28 774.39 770.63 774.68 0.001826 4.33 372.53 83.02 0.30
Reach-l. 1001 N,-,tural 1885.00 766.28 775.05 771.04 775.38 0.001782 4.57 413.11 103.86 0.31
Reach-l 2so-+`, 100 YrFI ;laay 1885.00 766.28 775.05 771.04 775.38 0.001782 4.57 413.11 103.86 0.31

Reach-1' 2532-- Culvert

Reach=l 2495 2 132.00 765.28 767.87 766.96 767.98 0.004991 2.57 51.40 38-99 0.39
Reach-l`- 2495 5; 349.00 765.28 769.63 767.92 769.74 0.002005 2.58 135.40 60.79 0.28
Reach-1 2495 10 994.00 765.28 772.49 769.25 772.68 0.001475 3.43 290.62 120.68 0.27
Rearl 2495 50 1611.00 765.28 773.18 770.14 773.55 0.002536 4.89 331.23 202.95 0.36
Reach-1. 2495 100 Yr Natural 1885.00 765.28 773.37 770.48 773.84 0.003130 5.54 341.96 219.54 0.40
Reach-1 2495. . 100 YrFloodway... 1885.00 765.28 773.37 770.48 773.84 0.003130 5.54 341.96 219.54 0.40

Reach-1- 2445 2r: 132.00 765.28 767.30 767.57 0.010495 4.24 31.11 18.68 0.58
Reach-1' 2445 5 349.00 765.26 769.13 769.49 0.006970 4.81 72.52 26.23 0.51
Reach-1 2445: 10 - 994.00 765.28 771.87 772.43 0.005753 6.12 179.30 108.30 0.50
Reach-1 `. 2445 50 1611.00 765.28 772.91 773.36 0.004424 6.14 365.75 251.57 0.45
Reach-1` 445 :-- 100 Yr Natural 1885.00 765.28 773.24 773.62 0.003719 5.85 456.37 286.53 0.42
Reach-1: =445 - : 100 Yr Floodway 1885.00 765.26 773.24 773.62 0.003719 5.85 456.37 286.53 0.42

Reach-1 -+5. 2-. 151.00 763.26 766.33 766.53 0,004959 3.61 41.85 17.60 0.41
Reach-1: 2295. 5-- 376.00 763.28 768.28 1 1 768.62 0.004891 4.64 81.06 22.36 0.43
Reach-1 . 2295: 10 1094.00 763.28 771.33 1 1 771.72 0.003588 5.47 250.41 132.51 0.40

ucc-ans 01- r? r.-.,firm Phm, Rirh Fnrk Trih Rcan--h- R-r.h-1 M" inueril
Reach RiSe? Sta Profile Q Total -.Mut Ch El'-

- W.& EIE? CritW S. .E-.G Elev E G SI arc ?nl Chrol t Area Top A:?idth F,Ca1do Y, Chi
low ,. f.".. (ft ii, Jam) _(sgft) (h)
__ --
Reach-1°' 2295. 50 1773.00 763.28 772.59 772.85 0.002246 4.92 477.75 217.75 0.32
Reach-1,
1 2--5 ' 2070.00
100 Yr Natural 763.28 772.92 773.18 0.002124 4.93 552.12 234.57 0.32
-
Reach-I 5 _
100 YrFlr-xJ,ay 2070.00 763.28 772.92 773.18 0.002124 4.93 552.12 234.57 0.32

151.00
ReachReachZGO - 763.28 765.78 766.00 0.006211 3.76 40.14 19.28 0.46
___
Reach-1 22ou I5 376.00 763.28 767.86 768.17 0.004459 4.41 85.19 24.04 0.41

-
Reach-1 ID 1094.00 763.28 770.82 771.33 0.004192 5.98 202.75 69.29 0.43
F?D 1773.00
Reach-1 2200 763.28 772.07 772.56 0.003635 6.32 355.68 186.95 0.42
Reach-1 J2oo X1,0 Yr Natural 2070.00 763.28 772.47 772.91 0.003258 6.20 437.55 224.84 0.40
Rea h-1 u0 100','r R a1 2070.00 763.28 772.47 772.91 0.003258 6.20 437.55 224.84 0.40

Rea., 151.00 761.28 765.30 765.43 0.002393 2.82 53.62 18.36 0.29
Reach-1 " u°o 5 376.00 761.28 767.37 767.60 0.002975 3.89 96.73 23.35 0.34
Reach-1 2050.- ' 1u.• 1094.00 761.28 770.39 770.77 0.002924 5.31 243.35 91.81 0.36
Reach-1: 2050' <.- 50 1773.00 761.28 771.74 772.08 0.002387 5.41 413.23 182.22 0.33
Reach-l 2050 100 YrNatuml 2070.00 761.28 772.16 772.46 0.002194 5.37 498.07 220.20 0.32
Reach-1' 2050 100 YrFbxxxl;.ay 2070.00 761.28 772.16 772.48 0.002194 5.37 498.07 220.20 0.32

Reach-1 1536- 151.00 761.28 764.54 764.72 0.004361 3.43 43.96 17.95 0.39
Reach -1 ___ _
376.00 761.28 766.49 766.80 0.004546 4.46 84.38 23.60 0.42
Reach-1' 11 o 1v 1094.00
_ 761.28 769.20 769.87 0.005647 6.73 172.15 51.94 0.50
Reach-1: 1n,0 1773.00
50- 761.28 770.23 771.19 0.006871 8.29 242.14 84.93 0.56
Reach 1 1 i-o 100YrN„tural j 2070.00 761.28 770.48 771.58 0.007662 8.98 264.91 94.61 0.60
Reach-1 1r3o 1.00 Yr Fl ?.dv:ay 2070.00 761.28 770.48 771.58 0.007662 8.98 264.91 94.61 0.60

Rcach,7. u 151.00 760.28 763.62 763.78 0.003808 3.28 46.10 18.36 0.36
Reach-1 11(3-,C) 376.00 760.28 765.45 765.76 0.004456 4.47 84.09 22.96 0.41
Reach-1' iouu 1094.00
u 760.28 768.15 768.68 0.004472 6.22 209.60 88.47 0.44
Reach-1: 110, " _
1773.00 760.28 768.96 769.68 0.005682 7.62 292.83 116.22 0.51
Reach -1 ' '. 1600 - _
100 Yr Natural ! 2070.00 760.28 769.33 770.01 0.005283 7.60 353.26 175.98 0.50
Reach-1'- 1600 100 Yr Floodwar 2070.00 760.28 769.33 770.01 0.005283 7.60 353.26 175.98 0.50

Reach-l- 1500 2 151.00 760.28 762.93 763.22 0.006447 4.37 34.54 16.44 0.53
Reach=l. 1500. 5 376.00 760.28 764.65 765.15 0.008377 5.67 66.29 20.42 0.55
Reach-1: 1500 10 1094.00 760.28 767.20 768.05 0.008271 7.80 168.11 96.27 0.59
Reach-1. 1500> 50`. 1773.00 760.28 768.64 769.11 0.004343 6.61 376.02 192.58 0.45
Reach -1 1500 100 Yr Wi I 2070.00 760.28 769.11 769.49 0.003446 6.16 472.73 218.36 0.40
Reach-1 1500: 100 Yr Fhx;;i:•.a,_ 2070.00 760.28 769.11 769.49 0.003448 6.16 472.73 218.36 0.40

Reach-1. 14-0 151.00 759.28 762.52 762.67 0.003424 3.04 49.73 21.40 0.35

376.00
Reach-l'1ao)
759.28
764.27
764.53
0.003833
4.08
92.16
27.19
0.39
Reach-1'- 1094.00
1400 1? 759.28 766.75 767.33 0.005121 6.25 187.74 61.95 0.48
Reach-1 .. _
14,0 F,
1773.00 759.28 767.66 768.54 0.006643 7.92 254.45 84.31 0.56
Reach-1---] _
00 Yr N.turl 2070.00
14,D 759.28 767.93 768.94 0.007375 8.59 278.02 90.90 0.60
Reach-4 1
1400 100 Yr P r dv.a 2070.00 759.28 767.93 768.94 0.007375 8.59 278.02 90.90 0.60
-- - -
Reach-1 1;?a0 151.00 759.28 762.08 762.22 0.004130 2.97 50.82 26.78 0.38
Reach-l 1280' 376.00 759.28 763.85 764.02 0.004217 3.37 111.53 49.29 0.39
Reach-l 1260 10 1094.00 759.28 766.64 766.83 0.002177 3.53 321.70 105.93 0.31
Reach-1" 1280 50 1773.00 759.28 767.63 767.90 0.002473 4.27 437.30 126.60 0.34
Reach-l 1280 100 Yr Natural 2070.00 759.28 767.92 768.23 0.002680 4.60 475.29 132.25 0.36
Reach;l. a2;?0 '. 100 YrFloodway. 2070.00 759.28 767.92 768.23 0.002680 4.60 475.29 132.25 0.36

Reach-1. ' 1200`. 2' 151.00 759.28 761.69 761.86 0.004824 3.23 46.75 24.17 0.41
Reach-l' 1200: 5.` 376.00 759.28 763.44 763.69 0.004021 3.94 95.35 31.46 0.40
Reach-l: 1200- '- 110 1094.00 759.28 766.10 766.57 0.004199 5.53 212.87 89.69 0.44
Reach-1 _
1200 °C) 1773.00 759.28 766.90 767.58 0.005434 6.96 304.19 138.89 0.51
Reach-1.- X11>00 tuu lr!J,tural 2070.00 759.28 767.14 767.88 0.005872 7.43 338.48 147.54 0.54
Reach-1' i1, 'CNJ 100 1rFl.xdv.-a, 2070.00 759.28 767.14 767.88 0.005872 7.43 338.46 147.54 0.54

Reach-.1 , IGi.O: 12 151.00 757.28 760.64 760.83 0.005368 3.50 43.12 20.83 0.43
Reach-l '. 1000 5-: 376.00 757.28 762.62 762.87 0.004172 4.01 93.83 30.43 0.40
Reach-l 1000 r .10 1094.00 757.28 765.41 765.78 0.003482 5.10 256.23 149.32 0.40
Reach-l:.- 1000 - 50 • 1773.00 757.28 766.26 766.64 0.003417 5.60 417.01 215.04 0.40
Reach-l 1000 _
100 Yr Natural 2070.00 757.28 766.51 766.90 0.003402 5.75 472.72 221.86 0.41
Reach-l 1000 100 Yr Floodway 2070.00 757.28 766.51 766.90 0.003402 5.75 472.72 221.86 0.41

Reach-l: 900' ` 2 151.00 756.28 760.33 760.44 0.002648 2.75 54.92 22.45 0.31
Reach-1.. 900.1 5.,. 376.00 756.28 762.32 762.52 0.002646 3.62 103.93 26.88 0.32
Reach-1 900° 1 0 1094.00 756.28 764.83 765.37 0.004460 5.94 206.58 132.91 0.44
HEC-RAS Plan: Ex Condition River. Rich Fork Trib Reach: Reach-1
--Reach > R1verSta Profile i'QTotal
(cfs) `? -
-
-
Reach-1`- 900 50 -- " 1773.00 -
Reach''-1' 900.:1 100 Yr Natural 2070.00
Reach-1 -' 900 < ,100 Yr FI x:d: a, 2070.00

i t

?
?R_aCh-1 &00 1 2 -- F 151.00
Re -h-1
, 5
- 376.00
Reaah,L .,u0 - '_
Reach-:fi`-n 110 - 1094.00
1773.00
Rea, 1"' 00 -
Rea-h-1- '8iuo 100.Y'r_Nalura1 2070.00
100 Yr FIo;,;J:•;?: 2070.00
--. -

,.., n..-
. 191 nn
Cnt W S:- EG: El.,v- I E G-Slop,
- (ft) : eft)
.621 _..-1 766.21 0.004919
756.28 765.85 766.46 0.005112

756.28 759.95 760.11 0.004089
766.28 761.97 762.21 0.003688
756.28 764.46 764.90 0.004263
756.28 765.29 765.72 0.003980
756.28 765.55 765.96 0.003828
756.28 765.55 765.96 0.003826

7RR 7A 7RQ no 7RQ :i1 n nnRgRQ
TO Fla.. Hrua - I op Width ', Ercude Chl i
sg it) (h)
6.80 342.76 196.37 - --- 0.47.
7.10 389.43 208.63 0.48
7.10 389.43 206.63 0.46

3.26 46.25 19.91 0.38
3.92 95.98 28.94 0.36
5.58 227.03 138.65 0.43
5.96 400.01 247.55 0.43
6.01 465.19 256.53 0.42
6.01 465.19 256.53 0.42

a An RQ 7R 11 rd n d7
Reach -1 s r,28 5 376.00 755.26 761.00 761.39 0.006099 5.03 74.79 21.26 0.47
Reach Y C26,: - ?0 1094.00 755.28 763.71 761.90 764.14 0.004528 5.89 247.97 167.83 0.44
Reach-1. 628 501773.00 755.26 764.94 765.16 0.002173 4.66 515.54 268.52 0.31
Reach-1: 628 ' 100'Yr Naturai 2070.00 755.28 765.20 765.43 0.002110 4.71 588.20 279.19 0.31
Reach-1 628: i 100 Yr Floodway x. 2070.00 755.26 765.20 765.43 0.002110 4.71 588.20 279.19 0.31

Reach-1. 480 - 2' 151.00 755.28 758.45 758.61 0.004096 3.23 46.82 20.71 0.38
Re2ch-l 480- . 5, 376.00 755.28 760.41 760.65 0.003734 3.98 94.48 28.03 0.38
Reach-1, 480.E ` 10 1094.00 755.28 762.68 763.34 0.006307 6.51 172.51 59.84 0.52
Reich-I'.'.::, 486 50 1773.00 755.28 763.32 762.15 764.47 0.009824 8.83 233.68 135.73 0.67
Reach-l : 4-, 100 Yr Natural 2070.00 755.28 763.84 763.84 764.61 0.008050 8.49 315.81 185.68 0.61
Reach-1 46? 100YrF1}xr,,ay 2070.00 755.28 763.84 763.84 764.81 0.008050 8.49 315.81 185.68 0.61
Reach-l 151.00 753.28 756.40 756.62 0.005332 3.74 40.40 16.84 0.43
Reach-1:, 'PJ 1 _
5 376.00 753.28 758.42 758.77 0.005139 4.77 78.67 21.33 0.44
Reach-l'Flo _ _
?0
1094.00
753.28
761.77
759.14
761.91
0.001713
3.77
498.69
510.19
0.27
_
Reach-b :?j ` 50 1773.00 753.28 762.01 762.21 0.002653 4.82 628.02 695.50 0.34
Reach-1 _ C4) ' -100 YYfy3tura_I 2070.00 753.28 762.10 762.32 0.002959 5.14 691.53 711.53 0.36
Reach-1` f=,0 °- 900 Yr xds.a? 2070.00 753.28 762.10 762.32 0.002959 5.14 691.53 711.53 0.36

Reach-1 ' 30 2` 151.00 753.26 756.29 756.51 0.005349 3.72 40.64 17.25 0.43
Reach-1" 30 5" 376.00 753.28 756.32 756.67 0.004946 4.71 79.89 21.38 0.43
Reach-1 30 AO 1094.00 753.26 760.84 761.76 0.008536 7.74 146.80 50.58 0.59
Reach-l' 30> > so 1773-00 753.28 761.98 762.15 0.002387 4.59 705.63 713.09 0.32
Reach-1' ?0 100 YrNatural 2070.00 753.28 762.07 762.26 0.002651 4.88 766.58 731.02 0.34
Reach-l.`" 100YrFlo6dwa,, 2070.00 753.26 762.07 762.26 0.002651 4.88 768.58 731.02 0.34

Reach-1' ) 2 151.00 753.26 756.24 756.45 0.005352 3.72 40.59 17.16 0.43
Reach-1' ` 5 376.00 753.28 758.26 756.62 0.004997 4.77 78.82 20.42 0.43
Reach-1= _ 20 10 _ 1094.00 753.28 760.56 761.65 0.010480 8.39 130.61 26.28 0.64
Reach-1
`
2"t
50 1773.00
753.28
761.92
762.13
0.002797
4.95
668.03
710.35
0.34
Reach 1i': 100 KrNaturai•.:: 2070.00 753.28 762.00 762.23 0.003209 5.34 720.75 732.78 0.36
Reach-ter 20 100 Yr Moodway ,i' 2070.00 753.28 762.00 762.23 0.003209 5.34 720.75 732.78 0.36

Reach-1' 10 '- 2 151.00 753.28 756.18 756.40 0.005506 3.79 39.81 16.27 0.43
Reach-1 10 : 5' 376.00 753.28 758.18 756.56 0.005556 4.98 75.50 19.35 0.44
Reach-l". 10 10. 1094.00 753.28 760.14 761.50 0.014343 9.37 116.77 22.84 0.73
Reach-1 10 ,- 50 1773.00 753.28 761.70 761.70 762.08 0.004965 6.36 522.92 656.38 0.44
Reach-l 10'`- - 100 Yr Natural 2070.00 753.28 761.83 761.83 762.16 0.004812 6.35 613.68 697.98 0.44
Reach-1'. 10 100 Yr.Floodway`. 2070.00 753.28 761.63 761.63 762.18 0.004812 6.35 613.68 697.98 0.44
1
Reach-1 5 151.00 753.28 756.15 756.37 0.005486 3.77 40.08 16.27 0.42
Reach -I ' 5 - 5 376.00 753.28 758.15 758.53 0.005555 4.92 76.49 20.10 0.44
Reach-l .5 ' - 10: 1094.00 753.28 760.73 761.19 0.005277 6.10 244.64 176.37 0.46
Reach-1, " 5 50 1773.00 753.28 - 761.47 761.74 0.003663 5.43 539.15 593.28 0.39
Reach-i 100 YrNatur,l 2070.00 753.28 761.53 761.84 0.004379 5.98 575.37 612.86 0.42
Reach-1' 100 Yr FIc,,J r,,, 2070.00 753.28 761.53 761.84 0.004378 5.98 575.41 612.88 0.42

Reach-1` 2 151.00 753.28 756.13 756.36 0.005618 3.80 39.76 16.24 0.43
Reach-1'. 2 , 5-376.00 753.28 758.13 758.51 0.005639 4.94 76.08 20.06 0.45
Reach=1 ' 2' 10 1094.00 753.28 760.70 761.18 0.005524 6.23 238.57 172.68 0.47
Reach-1' 2 - 50 1773.00 753.28 761.45 761.73 0.003825 5.54 527-52 586.85 0.39
Reach-l; 2 ` 100 Yr Natural 2070.00 753.28 761.44 761.83 0.005336 6.54 521-34 583.40 0.46
Reach-1 . 2 100 Yr Floodw.,v 2070.00 753.28 761.44 761.83 0.005334 6.54 521.41 583.44 0.46

Reach-1 . 1..-. 2 151.00 753.28 756.12 756.35 0.005663 3.81 39.65 16.23 0.43
Reach-1 1 5 376.00 753.28 758.13 758.51 0.005667 4.95 75.94 20.05 0.4
Reach-1 1 - 10 1094.00 753.28 760.69 761.17 0.005596 6.26 236.88 171.64 0.47.
r,

- one 01- -!`nn./kinn Ph., Rirh P- L, Tih Re.nh- P-h_1 /r:nntiniioti%
r -

„ r
Fnrv?r S a Fritlle ?Q Totals n ,.h El S. E"Jev CntS. E G. Elei
h
E G s!ope
Vel Ch?l _ R(nv Area Tor ,Nidth
Frudo Chl
fr) (to .r0 (f it) - (fU<_) rs ft Qq
Rea.-P-1 1773.00 753.28 761.44 761.73 0.003887 5.58 523.23 584.46 0.40
Reach-1 1 lino Y r rJ,tu,al 2070.00 753.26 761.43 761.83 0.005470 6.61 514.74 579.70 0.47
Reach-1 o0 1 r Fi??r:nv 2070.00 753.28 761.43 761.83 0.005468 6.61 514.85 579.78 0.47

F. :2ch-1 V 151.00 753.28 756.12 754.94 756.35 0.005701 3.82 39.56 16.22 0.43
Reach-1 ' ___
0 376.00 753.28 758.12 756.24 758.50 0.005701 4.96 75.78 20.03 0.45
Reach-1° 1094.00
f) 753.28 760.67 758.93 761.17 0.005703 6.31 234.42 170.11 0.47
Reach-1 %.. ,. _
-0-2 1773.00 753.28 761.27 761.27 761.70 0.005696 6.63 425.92 527.64 0.48
Reach-1 ` 0 100 Yr Natural 2070.00 753.26 761.41 761.36 761.83 0.005704 6.74 503.73 573.47 0.48
Reach-1 0 100YcF1008way 2070.00 753.28 761.41 761.39 761.83 0.005702 6.73 503.83 573.53 0.48

0
HEC-RAS Plan: New River. Rich Fork Tdb Reach: Reach-1
R h Pl:,r Sta Profle QTotal Min ChrEl ?.' S -EL'? Grit W S . E _ El(,, E G_Slope A'el Ghnl FOwArea Tcp Width Froude # Gld
- -
(fl It)
ift's)
? (sgft) (ft) .
Reach-1° 5242 1.00 765.70 786.02 -- - 786.02 0.005590 -
0.-
0.61
1.63 ---?
8.37
0.24
Reach-1 5242x: - 1.00 785.70 786.02 766.02 0.005590 0.61 1.63 8.37 0.24
Reach-1.e 5242':. 10 890.00 785.70 790.39 790.69 - 0.009507 5.46 226.93 111.16 0.48
Reach-1' 5242 ' 50 1460.00 785.70 791.27 791.62 0.009163 5.93 328.41 118.14 0.48
Reach-1-. 5242 100YrN.atural 1730.00 765.70 791.63 792.00 0.009009 6.10 371.11 120.11 0.48
Reach-,1 5242'1 - 100 YrFkYxY,vav 1730.00 785.70 791.63 792.00 0.009009 6.10 371.11 120.11 0.48

Reach-1` 5192 2 ° 1.00 785.20 785.42 785.38 785.44 0.039869 1.17 0.86 7.32 0.60
Reach-1- 5192 > 5< 1.00 785.20 785.42 785.38 785.44 0.039869 1.17 0.86 7.32 0.60
12each-l- 5192 10 890.00 785.20 790.19 790.41 0.006550 4.70 260.81 114.95 0.40
Reach-l. f1-2 1460.00 785.20 791.09 791.36 0.006690 5.23 365.86 119.87 0.41
Reach-1" _ 792 '1ou Yrrltural 1730.00 785.20 791.45 791.75 0.006723 5.43 409.87 121.87 0.41
Reach-1 51 2 ? 1001'r Floodway 1730.00 785.20 791.45 791.75 0.006723 5.43 409.87 121.87 0.41

Reed -1 4na2 1.00 782.70 783.02 783.02 0.005737 0.62 1.62 8.27 0.25
Reeu'l-1 1.00 782.70 783.02 763.02 0.005737 0.62 1.62 8.27 0.25
Reach-1' 4992 x.10 890.00 782.70 788.01 768.59 0.012766 7.02 174.32 90.08 0.57
Reach-1- 49921 50. 1460.00 782.70 789.04 789.63 0.011091 7.49 275.87 105.64 0.55
Reach-1.' 4992 100 4 'r Nall ral 1730.00 782.70 789.44 790.05 0.010695 7.69 319.05 111.61 0.55
Reach-l. 4992' 100 Yrfbodway . 1730.00 782.70 789.44 790.05 0.010695 7.69 319.05 111.61 0.55

Reach-l' 4812.' 2.: 1.00 780.50 780.71 780.68 780.74 0.048127 1.24 0.81 7.21 0.65
Reach-1, 4812- 5 1.00 780.50 780.71 780.68 780.74 0.048127 1.24 0.81 7.21 0.65
Reach-l- 4812 10 890.00 780.50 786.59 786.94 0.006437 5.58 221.90 88.78 0.42
Reach-1i . 4812'-. ` 50 1460.00 780.50 767.63 788.06 0.006689 6.40 323.25 104.51 0.44
Reach-l' 4812:' " 100 Yr Wtural 1730.00 780.50 787.98 788.45 0.007111 6.83 360.22 109.69 0.46
Reach-l'. 4812"< 100 r Fl- _;,,, 1730.00 780.50 787.98 788.45 0.007111 6.83 360.22 109.69 0.46

Reach-1> 4592, 2i 1.00 778.10 778.44 778.28 778.44 0.004422 0.57 1.76 8.46 0.22
Reach-1 4592: 5 - 1.00 778.10 778.44 778.28 778.44 0.004422 0.57 1.76 8.46 0.22
Reach-1- T4592. 1P 890.00 778.10 784.50 785.14 0.010240 6.93 162.47 92.75 0.52
Reach-l'. 4?p2 50 1460.00 778.10 765.39 786.13 0.011451 8.09 275.72 162.31 0.56
Rea6h-l. 45J2: 100 Yr Natural 1730.00 778.10 785.71 786.46 0.011543 8.38 331.88 187.47 0.57
Reach=l' 4592` - 100 YrFleasay 1730.00 778.10 785.71 786.46 0.011543 8.38 331.88 187.47 0.57 Alik

Reach-1 4482- 2`: 1.00 776.60 776.96 776.98 777.03 0.143122 1.83 0.55 6.21 1.08
Reach-1? 4482.' 5-.. 1.00 776.80 776.98 776.98 777.03 0.143122 1.83 0.55 6.21 1.06
Reach-1 4482. ` 10 890.00 776.80 783.88 784.19 0.006107 5.23 240.38 110.85 0.37
Reach-l: 4482 50 1460.00 776.80 784.75 785.10 0.006353 5.84 392.67 202.12 0.39
Reach-1 ` 4462 100 YrNatural . 1730.00 776.80 785.09 785.42 0.006248 5.97 461.01 210.86 0.39
Reach-1. 4482' - 100 Yr Floodway ' 1730.00 776.80 785.09 785.42 0.006248 5.97 461.01 210.86 0.39

Reach-l. 4412 2:, 1.00 776.00 776.41 776.18 776.41 0.001820 0.42 2.38 9.14 0.14
Reach=l '. 4412' 5 < 1.00 776.00 776.43 776.43 0.001396 0.38 2.61 9.39 0.13
Reach-1 4412:'. . ` 10 690.00 776.00 783.58 783.79 0.004684 4.49 323.10 209.26 0.31
Reach-l:-' - 4412. _ _
50:
1460.00 776.00 784.53 784.71 0.003808 4.44 540.11 238.35 0.29
Reach-1 4412-, _
100 it Natural 1730.00 776.00 784.87 785.04 0.003679 4.50 622.23 244.12 0.28
Reach-'? 4412 100 ,rF1cd,av 1730.00 776.00 784.87 785.04 0.003679 4.50 622.23 244.12 0.28

Reach-1 4042'- 2 1.00 774.00 774.18 774.18 774.23 0.141450 1.82 0.55 6.22 1.08
Reach-1:`. 4042"-: 5-
1.00 774.00 776.43 776.43 0.000001 0.03 32.66 17.08 0.00
Reach-l 4042 _
10 890.00 774.00 780.73 781.31 0.009932 6.59 162.98 78.00 0.48
Reach-ll - 4042, 501 = 1460.00 774.00 781.75 782.43 0.010839 7.66 265.46 115.29 0.51
Reach-l 4042; 100 YrNatural 1730.00 774.00 782.18 782.85 0.010394 7.81 317.62 126.52 0.51
Reach-l -. 4042'-' 900 YrFloodway 1730.00 774.00 782.18 782.65 0.010394 7.81 317.62 126.52 0.51

Reach-l 3542 - 2. 1.00 771.40 774.15 774.15 0.000000 0.02 42.49 17.76 0.00
Reach-1. " 3542 5 1.00 771.40 776.43 776.43 0.000000 0.01 110.31 52.97 0.00
Reach-l' 3542 10, 890.00 771.40 778.89 779.05 0.002371 3.90 345.71 151.98 0.26
Reach-t: 3542- 50: 1460.00 771.40 780.11 780.26 0.002083 4.07 597.70 256.98 0.25
Reach-l- 3542:. 100 Yr Natural 1730.00 771.40 780.29 780.47 0.002476 4.50 645.36 267.99 0.27
Reach-l: - 3542:' " .100 YrFloodway 1730.00 771.40 780.29 780.47 0.002476 4.50 645.36 267.99 0.27

Reach-1 3372 2:`-
1 132.00 770.40 773.86 773.96 0.003103 2.51 52.68 17.11 0.25
Reach-1, 3372 5`
;' 349.00 770.40 776.01 776.23 0.004403 3.80 94.11 60.81 0.31
Reach-l` 3372' 994.00 770.40 778.56 778.66 0.002015 3.41 505.24 252.01 0.22
Reach-l. - 3372 50 1611.00 770.40 779.89 779.96 0.001302 3.07 892.33 328.47 0.18
Reach-1- 3372 100 YrNatural 1885.00 770.40 780.03 780.11 0.001573 3.40 937.28 335.00 0.20
Reach -1 3372 100 Yrfloodway 1885.00 770.40 780.03 780.11 0.001573 3.40 937.28 335.00 0.20 •

Wrf' RAC Plan- New River Rich Fnrk Trih Rear-h• Raarh-1 (Continued)
Reach rorlf, Q Total: Min Ch EI
River Sta P
- VS. Ele. Cnt MS. E.G. Eki, ' E .G, Slope Vol Chid Flcow Area I Tc,r Nidth+ Fmu_d_a 4 Chl '

. _
.:
.
`-(cfs) (ft
(h) <.;
. (ft).
*M
_L

? (ft/ft).

uts)
;c

I
REeadlh-l 3234, 132.0 0 770.10 773.38 773.49 0.003696 2.66 49.60 16.85 0.27
h-1n224 5 349.00 770.10 775.26 775.53 0.005897 4.20 83.01 18.67 0.35
7
h-1 1994.00 770.10 778.29 778.39 0.001947 3.36 512.60 253.67 0.22
h-1 1611.00 770.10 779.73 779.79 0.001148 2.91 937.79 335.02 0.17
h-1 1 ':A 100 1r Natural- 1885.00 770.10 778.82 779.90 0.001437 3.28 969.93 336.20 0.19
F?ach-1" 132;4 11u6'r Roclaray 1885.00 770.10 779.82 779.90 0.001437 3.28 969.93 336.20 0.19
i
132.00 770.00 772.14 0.012729 4.03 32.75 17.69 0.52
349.00
Reach-1':: 184 S-- 770.00 773.40 0.010157 4.86 71.84 24.22 0.50
Reach-1. ' - 3 I f 4 1 -
12 994.00 770.00 775.63 778.13 0.010851 6.88 144.35 171.61 0.55
Reach-1 154 1611.00 770.00 t779.55 777.05 M 0.002271 3.34 644.59 308.82 0.22
Reach-1 ;184 5)
fur vrrJ,t4ual 1885.00 770.00 778.12 0.003006 3.89 653.79 310.90 0.26
Reach-1 3184 100 Yr1685.00 770.00 778.12 0.003006 3.89 653.79 310.90 0.26

Reach-1' 3178' Bridge

Reach-1 3172'. 2 132.00 770.00 772.72 772.14 773.03 0.017138 4.48 29.46 17.02 0.60
Reach-1> 3172,` 349.00 770.00 774.56 773.40 774.99 0.012433 5.23 66.76 23.51 0.55
Reach-I ' 3172' ? w 994.00 770.00 777.03 775.63 777.89 0.013877 7.45 133.49 140.15 0.62
Reach-1 3172 `fl 1611.00 770.00 777.16 777.05 779.30 0.033482 11.72 137.42 152.58 0.86
Reach -1
317- lw t Wlel 1885.00 770.00
1 778.22 778.12 779.01 0.012260 8.14 364.03 232.87 0.60
Reach-1 1<< 100 YrFla,3a._a 1885.00 770.00 778.22 778.12 779.01 0.012260 8.14 354.03 232.87 0.60
._
P--aGh-1 122 132.00
2 769.80 771.91 772.20 0.015888 4.34 30.41 15.88 0.55
Reach-1 '1"2 _
349.00 769.80 773-89 774.36 0.012549 5.48 63.65 17.69 0.51
Reach-1' _
994.00 769.80 776.78 777.24 0.008469 6.23 252.30 170.32 0.44
Reach-1' 1611.00 769.80 777.82 778.14 0.006273 5.95 470.25 243.91 0.39
Reach-1-
Reach-1r 1 2
2 00 Natural 1885.00
100 Yr FI o ,", 1885.00 769.80
769.80 778.16
778.16 778.45
778.45 0.005722
0.005722 5.86
5.86 557.50
557.50 263.63
263.63 0.38
0.38
Reach-1 °766 132.00 767.00 769.71 769.85 0.003491 2.97 44.39 18.71 0.34
Reach-1° 2766 5 349.00 767.00 771-39 771.70 0.004817 4.47 78.00 21.43 0.41
Reach-l...
Reach-l
Reach-1
Reach-1 i 2766 I
2766
27E6
2708 _
1r, _
50
100 YrNatural
100 YrFloodwa, 994.00
1611.00
- 1885.00
1885.00 767.00
767.00
767.00
767.00 774.32
775.78
776.19
776.19
773.87 774.82
776.28
776.69
776.69 0.005563
0.004344
0.004251
0.004251 5.77
6.13
6.33
6.33 202.29
403.05
483.67
483.67 97.39
159.46
244.70
244.70 0.48
0.44
0.44
0.44
I
Reach-ti 132.00 767.00 768.44 768.44 769.08 0.034068 6.46 20.45 15.99 1.01
5
Reach'+1; 2676 349.00 767.00 769.64 769.64 770.74 0.029708 8.43 41.42 19.00 1.01
_
Reach-1:. r 7c, 10 - 994.00 767.00 771.91 771.91 773.75 0.025982 10.89 91.26 24.86 1.00
_
Reach-1. 2676;0 1611.00 767.00 773.83 773.83 775.50 0.015299 10.70 193.85 87.38 0.62
Reach-T 2676: 10 , , r t1aturl 1885.00 767.00 774.79 776.05 0.010090 9.70 292.83 117.69 0.68
Reach-t° '267610, ,rFlXIdway 1685.00 767.00 774.79 776.05 0.010090 9.70 292.83 117.69 0.68

132.00 765.28 - 768.24 766.00 768.26 0.000345 1.09 120.82 43.52 0.12
Reach-1 349.00 765.28 769.69 766.64 769.75 0.000639 1.88 186.00 46.16 0.16

11i
- G9
Reach-l
994.00
765.28
772.28
767.96
772.43
0.001159
3.10
320.17
58.50
0.23
_
Reach-l, 2569. E4 1611.00 765.28 774.19 768.98 774.41 0.001172 3.72 432.50 78.72 0.24
Reach-1 : 2569 111_U TYIIatuiei 1885.00 765.28 775.03 769.38 775.26 0.001119 3.91 483.08 103.11 0.24
Reach-1 2569 100 Yr Floodway 1885.00 765.28 775.03 769.38 775.26 0.001119 3.91 483.06 103.11 0.24
Reach-1:2532- Culvert

Reach -I 2495 132.00 765.70 768.09 766.34 768.11 0.000237 1.02 128.97 66.27 0.12
Reach 1:2495 5' 349.00 765.70 769.42 766.88 769.47 0.000341 1.68 207.29 103.30 0.16
Reach-l. 2495 10 994.00 765.70 771.57 767.98 771.71 0.000564 2.98 334.06 163.22 0.22
Reach-1. 2495 1611.00 765.70 772.83 768.76 773.07 0.000762 3.95 407.74 200.40 0.26
Reach-1 24115 Cr rr Natu al 1885.00 765.70 773.23 769.08 773.52 0.000865 4.37 431.36 212.66 0.28
Reach-1' 2456 10o Yr Flo,?twav 1885.00 765.70 773.23 769.08 773.52 0.000865 4.37 431.38 212.66 0.28
R, 3oh-1 445 132.00 765.50 767.92 768.05 0.003219 2.84 46.82 32.60 0.38
Reach-1 2445 i5 349.00 765.50 769.13 769.37 0.003263 4.09 116.11 82.51 0.42
Reach-1 1-445. - 1- 994.00 765.50 771.30 771.61 0.002498 5.20 377.60 157.72 0.41
Reach-1 2445 50 1611.00 765.50 772.65 772.98 0.002229 5.74 622.36 214.97 0.40
Reach -I '- 2445 100 Yr Natural 1885.00 765.50 773.13 773.45 0.002108 5.86 740.33 275.66 0.39
Reach-l" 2445 '. 100YrFlocdv.,, 1885.00 765.50 773.13 773.45 0.002108 5.86 740.33 275.68 0.39

Reach-1 2295 2 151.00 764.80 767.28 787.44 0.003739 3.13 48.75 33.52 0.42
Reach-1 2295 5s 376.00 764.80 768.49
1

768.76

0.003614

4.36

112-57

72.75

0.45
Reachd 229 5 1 C 1094.00 764.80 770-69 771.11 0.003134 5.89 352.51 144.80 0.46
HEC-RAS Plan: New River. Rich Fork Tdb Reach: Reach-1 (Continuedl
Reach River Sta pr(-Ale Q Total ii Min Ch El . S EI nt W S
C E G ETr , E G Slope Vol Cho, Flow Area T Width Froudr Chi[
(cfs) (ft) ,. u ft) (ftt(t) ` (ft/s) (sq ht) (h)
Reach-1. 2295-;, ..,. 50 - 1773.00 764.80 772.07 772.53 0.002855 6.58 582.52 190.93 0.45
Reach I" 5' 100 YrNature,l 2070.00 764.80 772.58 773.02 0.002646 6.66 687.33 217.20 0.44
Reach-.1: 100 Yr Fl -i:-iy . '' 2070.00 764.80 772.58 773.02 0.002648 6.66 687.33 217.20 0.44

151.00 764.40 766.87 767.03 0.003833 3.15 48.30 32.97 0.42
Reach -I -: 2a 5 376.00 764.40 768.10 768.37 0.003568 4.34 112.71 72.06 0.44
Reach-1; 1094.00 764.40 770.39 770.77 0.002841 5.66 345.54 123.21 0.44
Reach-1'. 2200': 1773.00 764.40 771.78 772.22 0.002689 6.46 544.44 174.22 0.44
Reach-1 r' 2200,- 100 Yr Natural_ - 2070.00 764.40 772.28 772.74 0.002618 6.69 639.00 206.88 0.44
Reach-1` 2200-? 100 Yr Ooocvay ,- 2070.00 764.40 772.28 772.74 0.002618 6.69 639.00 206.88 0.44

Reach-1 2050'-. 2' - 151.00 763.80 766.25 766.41 0.003974 3.19 47.49 29.61 0.43
Reach-1' 2050 5, 376.00 763.80 767.47 767.78 0.003961 4.54 93.59 46.39 0.47
Reach-1 - 2050-. 10 1094.00 763.80 769.65 770.23 0.003983 6.60 256.32 96.49 0.51
Reach=1 2050'. 50. - 1773.00 - 763.80 770.96 771.68 0.004026 7.72 393.03 113.14 0.54
Reach-1` 2t50' 100YrNahiral 2070.00 763.80 771.43 772.20 0.004018 8.09 456.35 153.86 0.54
Reachle '2DFrj _
'100YrF1 3.t 2070.00 763.80 771.43 772.20 0.004018 8.09 456.35 153.86 0.54

R;;,ch-1 1E30 2 : 151.00 762.70 765.14 765.30 0.004056 3.21 47.17 29.46 0.43
Reach-1 111-10 5,. - 376.00 762.70 766.32 766.64 0.004195 4.63 91.41 45.73 0.48
Reach-1 ' _
sC 10; 1094.00 762.70 768.39 769.04 0.004560 6.92 240.48 94.48 0.55
Reach-1 1830 - 50 1773.00 762.70 769.69 770.49 0.004514 8.04 375.04 116.68 0.57
Reach-1`: 183(1 100,YrNawral 2070.00 762.70 770.15 771.01 0.004536 8.45 431.47 127.73 0.57
Reach-1' 1830 1D0 YrFloodway 2070.00 762.70 770.15 771.01 0.004536 8.45 431.47 127.73 0.57

Reach-1 : 1600`s 2=:. 151.00 761.60 764.05 764.21 0.003998 3.20 47.52 31.38 0.43
Reach-l' 16001 55 - 376.00 761.60 765.24 765.54 0.003915 4.49 103.15 61.90 0.46 -
Reach-l 1600 10' - 1094.00 761.60 767.61 766.00 0.002866 5.72 352.20 144.60 0.44
Reach-1 16010 - 50 1773.00 761.60 769.11 769.50 0.002372 6.15 596.63 178.81 0.42
Reach-l 1600: - 100 Yr Natural 2070.00 761.60 769.62 770.02 0.002296 6.35 689.15 184.23 0.41
Reach-1 1600 .: 100 Yr Floodway 2070.00 761.60 769.62 770.02 0.002296 6.35 669.15 184.23 0.41

Reach 1;.. 1500.._. 2 - 151.00 761.10 763.55 763.71 0.003999 3.20 47-47 30.49 0.43
Reach,1 : ,- 1500.. 5- 376.00 761.10 764.73 765.04 0.004051 4.56 97.39 54.09 0.47. dMk
Reach-l 1500 10 1094.00 761.10 767.02 767.57 0.003742 6.46 257.66 88.81 0.5
Reach-1: 1500= 50 1773.00 761.10 768.53 769.14 0.003292 7.18 460.65 184.90 0.49
Reach-1. 1500 '?. 100=Yr Nawrai 2070.00 761.10 769"06 769.67 0.003117 7.36 569.06 217.54 0.48
Reach-l 1500': 100 Yr Floodway 2070.00 761.10 769.06 769.67 0.003117 7.36 569.06 217.54 0.48

F h-1 1- 4- 151.00 760.70 763.08 763.25 0.004587 3.33 45.38 26.66 0.46
Reach-t 1400:] ----?i•, 376.00 760.70 764.22 764.58 0.004717 4.80 67.18 44.44 0.51
Reach=l' 1400> 1u 1094.00 760.70 766.38 767.10 0.004938 7.19 215.03 74.18 0.57
Reach-l 1400--. ` 50. 1773.00 760.70 767.66 768.66 0.005324 8.70 321.20 91.83 0.61
Reach-1' 1400 100 YrNatural 2070.00 760.70 766.06 769.18 0.005533 9.27 361.83 102.02 0.63
Reach-T 1400' x.. 100 YrFloedway 2070.00 760.70 768.06 769.18 0.005533 9.27 361.83 102.02 0.63

Reach-l 1280 2 - 151.00 760.20 762.42 762.63 0.006224 3.68 41.01 26.98 0.53
Reach-I 1280- 5 376.00 760.20 763.59 763.98 0.005533 5.03 83.30 45.79 0.54
Reach-1 ` 1260. 10 1094.00 760.20 765.86 766.52 0.004670 6.97 230.76 86.81 0.55
Reach-.1 1280 : 50' ;t 1773.00 760.20 767.25 768.03 0.004371 7.96 374.45 119.27 0.56
Reach-I 1280: - 100Yrf4atural 2070.00 760.20 767.68 768.53 0.004467 8.41 427.90 127.58 0.57
Reach-1- 1280 100 YrFloodway 2070.00 760.20 767.68 768.53 0.004467 8.41 427.90 127.58 0.57

Reach-1:` 2 151.00 759.60 762.02 762.19 0.004552 3.34 45.26 27.22 0.46
Reach-1'. 1200, 5' 376.00 759.60 763.22 763.56 0.004518 4.67 86.66 42.42 0.49
Reach-1 1200 10. 1094.00 759.60 765.47 766.15 0.004529 6.93 215.77 72.71 0.54
Reach-1 1200. 50 1773.00 759.60 766.73 767.65 0.004841 8.32 340.73 135.47 0.58
Reach-1` 1200 100 YrNabral 2070.00 759.60 767.12 768.13 0.005075 8.87 397.76 153.91 0.60
Reach 1' 1200 _
100 Yr F1 A, av 2070.00 759.60 767.12 768.13 0.005075 8.87 397.76 153.91 0.60

Reach-1 1000.-' 2'`. 151.00 758.70 761.20 761.36 0.004000 3.18 47.50 27.80 0.43
Reach-l 1000 5" 376.00 756.70 762.41 762.72 0.004054 4.52 90.56 43.90 0.47
Reach-l : -_ 1000 10 1094.00 758.70 764.62 765.28 0.004334 6.83 221.26 77.20 0.53
Reach-l 1000-. 50 1773.00 758.70 765.90 766.71 0.004365 7.97 395.66 198.26 0.56
Reach-1 1000 100 YrNatural 2070.00 758.70 766.32 767.16 0.004353 8.30 482.65 216.16 0.56
Reach-1 10001 100, YrFloodway 2070.00 758.70 766.32 767.16 0.004353 8.30 482.65 216.16 0.56

Reach-l'- 900 -: 2`. 151.00 756.30 760.78 760.94 0.004099 3.21 47.06 27.69 0.43
Reach-1 900 5 376.00 758.30 761.98 762.30 0.004199 4.57 89.27 43.43 0.4
Reach-l. <.' 900 10, 1094.00 758.30 764.12 764.81 0.004695 7.01 213.22 72.83 0.55
1cr_one 01- r.i- 0h- R1rh f=nrlr Trih Runrh• Rcanh-1 tt:nn1in11ar11
-r bta Fro{i.?= Q Tct+l
f .ach -F F c Min Ch El : W S. Elev CriCI 1 E G Ele. G Slope el Ct'r Flow Area Top Width Froude Chl
-
_
-
ot) (ft) 46F
Rea ?h-1 a 177300 758.30 765.27 766.21 0.005208 8.49 355.53 179.75 0.60
Reach-1 9 100 Yr Natural 2070.00 758.30 765.65 766.65 0.005322 8.93 426.67 198.74 0.62
Reach-1 °'o 100YrFlccrJ::a. 2070.00 758.30 765.65 766.65 0.005322 8.93 426.67 198.74 0.62

Reach-1 . 800-? 2 151.00 757.90 760.33 760.50 0.004453 3.31 45.63 27.32 0.45
Reach-1 > 800 . 5 376.00 757.90 761.53 761.66 0.004432 4.64 90.29 49.12 0.49
Reach-1 800 t? 10 1094.00 757.90 763.70 764.32 0.004387 6.76 243.88 92.53 0.53
Reach-.1'.... 800, ''. 50,; - 1773.00 757.90 764.69 765.66 0.004507 7.91 416.81 217.89 0.56
Reach-1 100 Yr Natu al 2070.00 757.90 765.30 766.08 0.004427 8.19 514.12 247.80 0.56
Reach-1 800 100 YrFlrxrdway 2070.00 757.90 765.30 766.08 0.004427 8.19 514.12 247.80 0.66
?
arh-1 1 151.00
u?d 757.10 759.57 759.73 0.004192 3.24 46.67 27.59 0.44
__
Reach-1 __ _ __
376.00 757.10 760.78 761.09 0.004184 4.55 92.56 50.04 0.48
Ready-1 r,2n
1094.00
jto 757.10 762.95 763.56 0.004199 6.66 248.91 96.60 0.52
Reach-1 _
_
c2d t 1773.00 757.10 764.19 764.86 0.004077 7.60 441.77 206.06 0.54
Reach-1 ? 62e 1Cr?iYrNawral
1 2070.00 757.10 764.61 765.31 0.003991 7.86 536.52 241.15 0.54
Reach-1 7
r2E t 00 Yr Fl ,.?ay _ 2070.00 757.10 764.61 765.31 0.003991 7.86 536.52 241.15 0.54
_ {
a h-1? A80 _ 151.00 756.60 759.00 759.15 0.004016 3.18 47.43 27.78 0.43
Reach-1 ' 480 376.00 756.50 760.20 760.51 0.004073 4.51 93.66 50.48 0.47
Reach-1' . 480 . 1094.00 756.50 762.37 762.97 0.004150 6.64 250.28 95.84 0.52
Re6ch-1. 480:•.'
4 1773.00 756.50 763.34 764.22 0.005174 8.34 365.17 136.86 0.60
Reach-ir 4-0 0YrNatural . 2070.00 756.50 763.47 764.57 0.006386 9.40 384.20 149.87 0.67
Reach-1 4190 _
2070.00
OYrFlooclw-ory 756.50 763.47 764.57 0.006386 9.40 384.20 149.87 0.67

Rea-.h-1 r2 151.00
2
-- 754.50 756.87 757.06 0.004887 3.43 44.07 26.92 0.47
5, 376.00
_ - 754.50 758.08 756.42 0.004752 4.74 87.64 48.04 0.50
1094.00 754.50 760.24 760.88 0.004610 6.87 238.21 91.32 0.55
`~a 1773.00
Reach-1 54J 754.50 761.69 762.20 0.003199 6.81 705.62 594.07 0.48
_
Ruch -1 ILO 1a- rr N t A 2070.00 754.50 762.17 762.55 0.002520 6.34 1014.99 723.11 0.43
Rei;h-1 'E? 100 11Fh h,vo1- 2070.00 754.50 762.17 762.55 0.002520 6.34 1014.99 723.11 0.43

React,-1-. 31) - 151.00 754.30 756.73 756.90 0.004435 3.30 45.70 27.34 0.45
AiM _ _
Reach-l': 376.00 754.30 757.94 758.27 0.004362 4.61 90.92 49.39 0.49
Reach-1" 0 10 00
1094 754.30 760.11 760.73 0.004333 6.73 245.38 92.89 0.53
Reach -1 .
1773.00 754.30 761.32 762.06 0.004356 7.80 506.65 576.00 0.55
Reach-1 30 ' 1OOYrNatural 2070.00 754.30 762.06 762.46 0.002562 6.45 998.69 729.90 0.43
Reach-1 . 30 ` - _
100 Yr Floodwa; 2070.00 754.30 762.06 762.46 0.002562 6.45 729.90 0.43

Reach-1: 20 2 151.00 754.20 756.69 756.85 0.004085 3.20 27.70 0.43
Reach-1 20 5-. 376.00 754.20 757.90 758.21 0.004072 4.51 q 50.48 0.47
Reach-1`: 2r - 10 1094.00 754.20 760.07 760.67 0.004135 6.63 94.02 0.52
Reach-1'" 20 ." 50. 1773.00 754.20 761.18 759.92 762.00 0.004710 8.08 44 541.19 0.57
Reach-l 120 100YcNatural 2070.00 754.20 761.99 760.38 762.42 0.002655 6.59 732.73 0.44
Reach-1 0 100 Yr FIs,J, ,,1 2070.00 754.20 761.99 760.38 762.42 0.002655 6.59 966.71 732.73 0.44
l
Reach Y" ??:?- ?2 -- _ _-? 151.00 754.20 756.62 756.79 0.004571 3.34 45.19 27.21 0.46
376.00
Reach -I t J 754.20 757.82 758.15 0.004473 4.65 89.93 48.97 0.49
_
-- 1094.00
Reach-1 1 '' 10 754.20 759.98 760.61 0.004451 6.79 242.19 92.16 0.54
__
Reach-1 I, 90 1773.00 754.20 760.96 761.92 0.005652 8.64 342.10 111.77 0.63
Reach-1. 1g 100 Yr Natural 2070.00 754.20 761.08 760.38 762.29 0.007016 9.76 388.39 517.06 0.70
Reach-1 . ' 10 100 Yr Flr I,,ay 2070.00 754.20 761.08 760.38 762.29 0.007016 9.76 388.39 517.06 0.70

Reach-1 6 151.00 754.10 756.61 756.76 0.003955 3.17 47.70 27.85 0.43
Reach-l: 5 - 5 376.00 754.10 757.82 758.12 0.003966 4.48 94.76 50.93 0.46
Reach-1 5 10 1094.00 754.10 760.00 760.57 0.003993 6.54 262.42 136.19 0.51
Reach-1 - 5 ,.-. 50 1773.00 754.10 761.15 761.81 0.003960 7.47 535.59 540.65 0.53
Reach-l 5 '. 100 Yr Natural 2070.00 754.10 761.46 762.10 0.003928 7.68 715.49 636.92 0.53
Reach-.L 5 - 100 YrFloodway 2070.00 754.10 761.46 762.10 0.003928 7.68 715.49 636.92 0.53

Reach-t 2 2. 151.00 754.10 756.59 756.75 0.004046 3.19 47.30 27.75 0.43
Reach-1 5' 376.00 754.10 757.80 756.11 0.004042 4.50 93.98 50.62 0.47
2
Reach-1' 10 1094.00 754.10 759.98 760.56 0.004051 6.57 260.10 134.21 0.52
- _
Reach-1 5u 1773.00 754.10 761.13 761.80 0.004042 7.53 524.44 534.11 0.53
Reach-1' 100 r Natural 2070.00 754.10 761.44 762.09 0.004022 7.75 701.61 630.02 0.54
Reach-1 1010+0 IrFI.?oJ
w
, 2070.00 754.10 761.44 762.09 0.004022 7.75 701.61 630.02 0.54
Reach-1 ' t:- _
_
'2 151.00 754.10 756.59 756.75 0.004077 3.20 47.16 27.71 0.43
• Reach-1 1 5: 376.00 754.10 757.80 758.11 0.004068 4.51 93.72 50.52 0.47
Reach-1 1 10 1094.00 754.10 759.98 760.56 0.004070 6.58 259.32 133.55 0.52
HEC-RAS Plan: New River. Rich Fork Tdb Reach: Reach-1 (Continued)
Reach 'River Sta Profile Q Total Min Ch EI - A.S. EV I Cnt W.S _ E.G. EI_7 I E .G. Slope I 'VeIY hnl R A,,a -
- T ; Width Froude k Chl
`(c(s} '. (h) (ft); -
? t) (ft)' (ft/(t)". (ff/'s) ls?fq
Reach-1 1 50 1773.00 754.10 -
761.13 _ 761.80 0.004069 7.55 520.70 531.90 0.53
Reach-1 1:. _
100 Yr N,i iral 2070.00 754.10 761.43 762.09 0.004054 7.78 696.92 627.67 0.54
Reach-1C:, 1 .- 100 YrFIJ sJr:av 2070.00 754.10 761.43 762.09 0.004054 7.78 696.92 627.67 0.54

R Bch-1 it _ 151.00 754.10 756.58 755.66 756.74 0.004103 3.21 47.05 27.68 0.43
Reach-1 376.00 754.10 757.79 756.68 758.10 0.004100 4.52 93.39 50.39 0.47
Reach-1= I.? --- i
1
1094.00 754.10 759.97 758.59 760.55 0.004101 6.60 258.11 132.50 0.52
Reach-1'
Reach-1
Reach-1 }}
C
C
0 }
---
---
50, 1773.00
10G t.raF- 2070.00
100 YrFloodw2, 2070.00 754.10
754.10
754.10 761.12
761.42
761.42 759.97
760.54
760.54 761.79
762.09
762.09 0.004108
0.004100
0.004100 7.57
7.81
7.81 515.55
690.31
690.31 528.84
624.34
624.34 0.54
0.54
0.54

Il J1
u
l?I
r?
u
0
a
T
v
m
z
a
x
t0
r
?J
•
•
•
The EDR Radius Map
with GeoCheck
Valley Fields Farm
SR 1741
High Point, NC 27265
Inquiry Number: 890824.3s
December 03, 2002
• Environmental
Data
c Resources, Inc.
The Source
For Environmental
Risk Management
Data
3530 Post Road
Southport, Connecticut 06890
Nationwide Customer Service
Telephone: [phone]
Fax: [phone]
Internet: www.edrnet.com
FOflM-HOW
TABLE OF CONTENTS
SECTION
PAGE
Executive Summary------------------------------------------------------- ES1
Overview Map----------------------------------------------------------- 2
Detail Map--------------------------------------------------------------
Map Findings Summary ---------------------------------------------------- 4
Map Findings------------------------------------------------------------ 6
Orphan Summary --------------------------------------------------------- 7
Government Records Searched/Data Currency Tracking- - - - - - - - - - - - - - - - - - - - - - - - - - GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum------------------------------------------. A-1
Physical Setting Source Summary -------------------------------------------- A-2
Physical Setting Source Map------------------------------------------------ A-6

Physical Setting Source Map Findings---------------------------------------- A-7
Physical Setting Source Records Searched------------------------------------. A-10
•
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer
Copyright and Trademark Notice
This report contains information obtained from a variety of public and other sources. NO WARRANTY EXPRESSED OR IMPLIED,
IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT ENVIRONMENTAL DATA RESOURCES INC. SPECIFICALLY
DISCLAIMS THE MAKING OFANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS
FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL EDR BE LIABLE TO
ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY
LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES.
Entire contents copyright 2001 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and the edr logos are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the
property of their respective owners.

TC890824.3s Page 1
•
EXECUTIVE SUMMARY
A search of available environmental records was conducted by Environmental Data Resources, Inc.
(EDR). The report meets the government records search requirements of ASTM Standard Practice for
Environmental Site Assessments, E 1527-00. Search distances are per ASTM standard or custom
distances requested by the user.
TARGET PROPERTY INFORMATION
ADDRESS
SR 1741
HIGH POINT, NC 27265
COORDINOTFS
Latitude (North): 35.980800 - 35' 58' 50.9"
Longitude (West): 80.055500 - 80' 3' 19.8"
Universal Tranverse Mercator: Zone 17
UTM X (Meters): 585149.4
UTM Y (Meters): 3982030.8
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property: 2435080-H1 HIGH POINT WEST, NC
Source: USGS 7.5 min quad index
TARGET PROPERTY SEARCH RESULTS
• The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR's search of available ( "reasonably ascertainable government
records either on the target property or within the ASTM E 1527-00 search radius around the target
property for the following databases:
FEDERAL ASTM STANDARD
•
NPL------------------------- National Priority List
Proposed NPL-------------- Proposed National Priority List Sites
CERCLIS ---------------------- Comprehensive Environmental Response, Compensation, and Liability Information
. System
CERC-NFRAP---------------. CERCLIS No Further Remedial Action Planned
CORRACTS-----------------. Corrective Action Report
RCRIS-TSD------------------ Resource Conservation and Recovery Information System
RCRIS-LQG------------------ Resource Conservation and Recovery Information System
RCRIS-SQG-----------------. Resource Conservation and Recovery Information System
ERNS------------------------ Emergency Response Notification System
STATE ASTM STANDARD
SHWS-----------------------. Inactive Hazardous Sites Inventory
SWF/LF ---------------------- List of Solid Waste Facilities
LUST ------------------------- Incidents Management Database
UST -------------------------- Petroleum Underground Storage Tank Database
TC890B24.3s EXECUTIVE SUMMARY 1
EXECUTIVE SUMMARY
OLI--------------------------- Old Landfill Inventory
VCP---------------- _--------- Responsible Party Voluntary Action Sites
FEDERAL ASTM SUPPLEMENTAL
CONSENT -------------------- Superfund (CERCLA) Consent Decrees
ROD -------------------------- Records Of Decision
Delisted NP----------------- National Priority List Deletions
FINDS________________________ Facility Index System/Facility Identification Initiative Program Summary Report
HMIRS_______________________ Hazardous Materials Information Reporting System
MLTS________________________ Material Licensing Tracking System
MINES_______________________ Mines Master Index File
NPL Liens ------------------- Federal Superfund Liens
PADS________________________ PCB Activity Database System
RAATS----------------------- RCRA Administrative Action Tracking System
TRIS_________________________ Toxic Chemical Release Inventory System
TSCA________________________ Toxic Substances Control Act
SSTS------------------------- Section 7 Tracking Systems
FTTS_________________________ FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, &
. Rodenticide Act)/TSCA (Toxic Substances Control Act)
STATE OR LOCAL ASTM SUPPLEMENTAL
NC HSDS -------------------- Hazardous Substance Disposal Site
AST -------------------------- AST Database
LUST TRUST ----------------- State Trust Fund Database
IMD__________________________ Incident Management Database
EDR PROPRIETARY HISTORICAL DATABASES
Coal Gas --------------------- Former Manufactured Gas (Coal Gas) Sites
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were not identified.

•
•
TC690824.3s EXECUTIVE SUMMARY 2
•

•
EXECUTIVE SUMMARY
Due to poor or inadequate address information, the following sites were not mapped:
DUTCH CLEANERS
SAFETY-KLEEN CORP 3-064-01
USA RESERVE XVIII AIRBORNE CORPS
HIGH POINT CITY OF - LANDFILL
HIGH POINT CITY OF - LANDFILL
FALES PROPERTY (GENE)
T & T MINI MART
REA
HIGH POINT DUMP
HIGH POINT TRASH DUMP
OnVVQ
SHWS
CERCLIS, RCRIS-SQG,
FINDS, SHWS
SWF/LF
SWF/LF
LUST, IMD
LUST, IMD
RCRIS-SQG, FINDS
OLI
OLI

TC890824.3s EXECUTIVE SUMMARY 3
OVERVIEW MAP - 890824.3s - Kimley-Horn & Associates, Inc.
r
_...._..............
Target Property
A Sites at elevations higher than
or equal to the target property
• Sites at elevations lower than
the target property
1 Coal Gasification Sites
National Priority List Sites
Landfill Sites
D 114 12 1 Miles
/V County Boundary Hazardous Substance
Power transmission lines Disposal Sites
d Oil & Gas pipelines
100-year flood zone
500-year flood zone
Wetlands
TARGET PROPERTY: Valley Fields Farm CUSTOMER: IGmley-Horn & Associates, Inc.
ADDRESS: SR 1741 CONTACT: Andrew IQ ley
CITY/STATE/ZIP: High Point NC 27265 INQUIRY #: 890824.3s
LAT/LONG: 35.9808 / 80.0555 DATE: December 03, 2002 1:22 pm
Copyright 0 2002 EDR, Inc. 0 2001 GDT, Inc. Rel. 07120D1. AN Righ4 Reserved.
0
•
•
* Target Property
A Sites at elevations higher than
or equal to the target property
Sites at elevations lower than
the target property
A Coal Gasification Sites
i Sensitive Receptors
National Priority List Sites
0 Landfill Sites
•
0 1/16 1/8 1/4 Ylks
n/ County Boundary 7 Hazardous Substance
Disposal Sites
Jy` Power transmission lines
I Oil & Gas pipelines
100-year flood zone
500-year flood zone
Wetlands
TARGET PROPERTY: Valley Fields Farm CUSTOMER: IGmley-Horn & Associates, Inc.
ADDRESS: SR 1741 CONTACT: Andrew IGley
CITY/STATE/ZIP: High Point NC 27265 INQUIRY #: 890824.3s
LAT/LONG: 35.9808 / 80.0555 DATE: December 03, 2002 1:22 pm
ropYdght 0 2DD2 EDR, Inc. ® 2001 GDT, Inc. Rel. 07/2001. All Rights Reserved.
MAP FINDINGS SUMMARY
Search
Target Distance Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
FEDERAL ASTM STANDARD
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0
CERCLIS 0.500 0 0 0 NR NR 0
CERC-NFRAP 0.250 0 0 NR NR NR 0
CORRACTS 1.000 0 0 0 0 NR 0
RCRIS-TSD 0.500 0 0 0 NR NR 0
RCRIS Lg. Quan. Gen. 0.250. 0 0 NR NR NR 0
RCRIS Sm. Quan. Gen. 0.250 0 0 NR NR NR 0
ERNS TP NR NR NR NR NR 0
STATE ASTM STANDARD
State Haz. Waste 1.000
State Landfill 0.500
LUST 0.500
UST 0.250
OLI 0.500
VCP 0.500
FEDERAL ASTM SUPPLEMENTAL
CONSENT 1.000
ROD 1.000
Delisted NPL 1.000
FINDS . TP
HMIRS TP
MILTS TP
MINES 0.250
NPL Liens TP
PADS TP
RAATS TP
TRIS TP
TSCA TP
SSTS TP
FTTS TP
STATE OR LOCAL ASTM SUPPLEMENTAL
NC HSDS 1.000
AST TP
LUST TRUST 0.500
IMD TP
EDR PROPRIETARY HISTORICAL DATABASES
Coal Gas 1.000
•
0
0
0
0
0 0
0
0
0
0 0
0
0
NR
0 0
NR
NR
NR
NR NR
NR
NR
NR
NR 0
0
0
0
0
0 0 0 NR NR 0
0
0
0
NR 0
0
0
NR 0
0
0
NR 0
0
0
NR NR
NR
NR
NR 0 •
0
0
0
NR
NR
0
NR NR
NR
0
NR NR
NR
NR
NR NR
NR
NR
NR NR
NR
NR
NR 0
0
0
0
NR
NR
NR
NR NR
NR
NR
NR NR
NR
NR
NR NR
NR
NR
NR NR
NR
NR
NR 0
0
0
0
NR
NR NR
NR NR
NR NR
NR NR
NR 0
0
0
NR
0
NR 0
NR
0
NR 0
NR
0
NR 0
NR
NR
NR NR
NR
NR
NR 0
0
0
0
0 0 0 0. NR 0
•
TC890824.3s Page 4
•
•
•
MAP FINDINGS. SUMMARY
1
Search
Target Distance Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 -1 > 1 Plotted
AQUIFLOW - see EDR Physical Setting Source Addendum
TP = Target Property
NR = Not Requested at this Search Distance
* Sites may be listed in more than one database
TC890824.3s Page 5
Map ID
Direction
Distance
Distance (ft.)
Elevation Site
MAP FINDINGS
EDR ID Number
Database(s) EPA ID Number
Coal Gas Site Search: No site was found in a search of Real Property Scan's ENVIROHAZ database.
NO SITES FOUND
•

•
TC890824.3s Page 6
•
City EDR ID Site Name
• •
ORPHAN SUMMARY
Site Address Zip Database(s)
GO 1 MI S OF 1-85 ON SR 1113. LFON OLI
SR 1145 SWF/LF
SR 1145. RIVERDALE RD. 3 MI S OF I- OLI
HWY 66 S 27262 RCRIS-SQG, FINDS
2836-2838 HWY 68 27265 LUST, IMD
1721 NC HWY 62 EAST LUST, IMD
KIVET DRIVE SWF/LF
SOUTH MAIN STREET SHWS
MENDENHALL RD SHWS
156 PARRIS AVE 27262 CERCLIS, RCRIS-SQG, FINDS, SHW1
HIGH POINT S105485704 HIGH POINT DUMP
HIGH POINT S105163860 HIGH POINT CITY OF- LANDFILL
HIGH POINT S105485705 HIGH POINT TRASH DUMP
HIGH POINT 1001079086 REA
HIGH POINT S105120330 FALES PROPERTY (GENE)
HIGH POINT S103717662 T & T MINI MART
HIGH POINT S103240321 HIGH POINT CITY OF - LANDFILL
HIGH POINT S104918980 DUTCH CLEANERS
HIGH POINT S103554537 SAFETY-KLEEN CORP 3-064-01
HIGH POINT 1000102365 USA RESERVE XVIII AIRBORNE CORPS
TC890824.3s Page 7
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency •
on a monthly or quarterly basis, as required.
Elapsed ASTM days: Provides confirmation that this EDR report meets or exceeds the 90-day updating requirement
of the ASTM standard.
FEDERAL ASTM STANDARD RECORDS
NPL: National Priority List
Source: EPA
Telephone: N/A
National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority
cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon
coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center
(EPIC) and regional EPA offices.
Date of Government Version: 07/18/02
Date Made Active at EDR: 09/20/02
Database Release Frequency: Semi-Annually
Date of Data Arrival at EDR: 08/01102
Elapsed ASTM days: 50
Date of Last EDR Contact: 11/04/02
NPL Site Boundaries
Sources:
EPA's Environmental Photographic Interpretation Center (EPIC)
Telephone: [phone]
EPA Region 1
Telephone [phone]
EPA Region 3
Telephone [phone]
EPA Region 4
Telephone [phone]
Proposed NPL: Proposed National Priority List Sites
Source: EPA
Telephone: N/A
Date of Government Version: 05/29/02
Date Made Active at EDR: 09/20/02
Database Release Frequency: Semi-Annually
EPA Region 6
Telephone: [phone]
EPA Region 8
Telephone: [phone]
•
Date of Data Arrival at EDR: 08/01/02
Elapsed ASTM days: 50
Date of Last EDR Contact: 11/04/02
CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System
Source: EPA
Telephone: [phone]
CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities,
private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation,
and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities
List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL.
Date of Government Version: 08/15/02
Date Made Active at EDR: 10/28/02
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 09/23/02
Elapsed ASTM days: 35
Date of Last EDR Contact: 09/23/02
CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned
Source: EPA
Telephone: [phone]
As of February 1995, CERCLIS sites designated "No Further Remedial Action Planned" (NFRAP) have been removed
from CERCLIS. NFRAP sites may be sites where, following an initial investigation, no contamination was found,
contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination
was not serious enough to require Federal Superfund action or NPL consideration. EPA has removed approximately
25,000 NFRAP sites to lift the unintended barriers to the redevelopment of these properties and has archived them
as historical records so EPA does not needlessly repeat the investigations in the future. This policy change is
part of the EPA's Brownfields Redevelopment Program to help cities, states, private investors and affected citizens
to promote economic redevelopment of unproductive urban sites.
•
TC890824.3s Page GR-1
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
•
Date of Government Version: 09/15/02
Date Made Active at EDR: 10/28/02
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 10/03/02
Elapsed ASTM days: 25
Date of Last EDR Contact: 09/23102
CORRACTS: Corrective Action Report
Source: EPA
Telephone: [phone]
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.
Date of Government Version: 05/02/02
Date Made Active at EDR: 07115/02
Database Release Frequency: Semi-Annually
Date of Data Arrival at EDR: 05/06/02
Elapsed ASTM days: 70
Date of Last EDR Contact: 09/09/02
RCRIS: Resource Conservation and Recovery Information System
Source: EPA/NTIS
Telephone: [phone]
Resource Conservation and Recovery Information System. RCRIS includes selective information on sites which generate,
transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery
Act (RCRA).
Date of Government Version: 09/09/02 Date of Data Arrival at EDR: 09/24/02
Date Made Active at EDR: 10/28/02 Elapsed ASTM days: 34
Database Release Frequency: Varies Date of Last EDR Contact: 09/24/02
ERNS: Emergency Response Notification System
Source: EPA/NTIS
Telephone: [phone]
Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous
substances.
•
Date of Government Version: 12/31101 Date of Data Arrival at EDR: 07/02/02
Date Made Active at EDR: 07/15/02 Elapsed ASTM days: 13
Database Release Frequency: Varies Date of Last EDR Contact: 10/28/02
FEDERAL ASTM SUPPLEMENTAL RECORDS
BRS: Biennial Reporting System
Source: EPA/NTIS
Telephone: [phone]
The Biennial Reporting System is a national system administered by the EPA that collects data on the generation
and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LOG)
and Treatment, Storage, and Disposal Facilities.
Date of Government Version: 12/31/99
Database Release Frequency: Biennially
Date of Last EDR Contact: 09/16/02
Date of Next Scheduled EDR Contact: 12/16/02
CONSENT: Superfund (CERCLA) Consent Decrees
Source: EPA Regional Offices
Telephone: Varies
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released
periodically by United States District Courts after settlement by parties to litigation matters.
Date of Government Version: N/A
Database Release Frequency: Varies
Date of Last EDR Contact: N/A
Date of Next Scheduled EDR Contact: N/A
ROD: Records Of Decision
Source: EPA
Telephone: [phone]
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical
and health information to aid in the cleanup.
•
TC890824.3s Page GR-2
GOVERNMENT RECORDS SEARCHED /'DATA CURRENCY TRACKING
Date of Government Version: 12/21/01
Database Release Frequency: Annually
DELISTED NPL: National Priority List Deletions
Source: EPA
Telephone: N/A
The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the
EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the
NPL where no further response is appropriate.
Date of Government Version: 07/18/02
Database Release Frequency: Quarterly
FINDS: Facility Index System/Facility Identification Initiative Program Summary Report
Source: EPA
Telephone: N/A
Facility Index System. FINDS contains both facility information and'pointers' to other sources that contain more
detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric
Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial
enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal
Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities
Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).
Date of Government Version: 06/13/02
Database Release Frequency: Quarterly
Date of Last EDR Contact: 10/07/02
Date of Next Scheduled EDR Contact: 01/06/03
Date of Last EDR Contact: 11/04/02
Date of Next Scheduled EDR Contact: 02/03/03
Date of Last EDR Contact: 10/07/02
Date of Next Scheduled EDR Contact: 01/06/03
u
HMIRS: Hazardous Materials Information Reporting System
Source: U.S. Department of Transportation
Telephone: [phone]
Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.
Date of Government Version: 05/31/02
Database Release Frequency: Annually
Date of Last EDR Contact: 10/21/02
Date of Next Scheduled EDR Contact: 01/20/03
•
MLTS: Material Licensing Tracking System
Source: Nuclear Regulatory Commission
Telephone: [phone]
MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which
possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency,
EDR contacts the Agency on a quarterly basis.
Date of Government Version: 07/12/02
Database Release Frequency: Quarterly
MINES: Mines Master Index File
Source: Department of Labor, Mine Safety and Health Administration
Telephone: [phone]
Date of Government Version: 09/10/02
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 10/08/02
Date of Next Scheduled EDR Contact: 01/06/03
Date of Last EDR Contact: 09/30/02
Date of Next Scheduled EDR Contact: 12130/02
NPL LIENS: Federal Superfund Liens
Source: EPA
Telephone: [phone]
Federal Superfund Liens. Under the authority granted the USEPA by the Comprehensive Environmental Response, Compensation
and Liability Act (CERCLA) of 1980, the USEPA has the authority to file liens against real property in order
to recover remedial action expenditures or when the property owner receives notification of potential liability.
USEPA compiles a listing of filed notices of Superfund Liens.
0
TC890824.3s Page GR-3
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY' TRACKING
is Date of Government Version: 10/15/91
Database Release Frequency: No Update Planned
Date of Last EDR Contact: 08/26/02
Date of Next Scheduled EDR Contact: 11/25/02
PADS: PCB Activity Database System
Source: EPA
Telephone: [phone]
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers
of PCB's who are required to notify the EPA of such activities.
Date of Government Version: 06/28/02
Database Release Frequency: Annually
Date of Last EDR Contact: 11/13/02
Date of Next Scheduled EDR Contact: 02/10/03
RAATS: RCRA Administrative Action Tracking System
Source: EPA
Telephone: [phone]
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA
pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration
actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of
the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources
made it impossible to continue to update the information contained in the database.
Date of Government Version: 04/17/95
Database Release Frequency: No Update Planned
Date of Last EDR Contact: 09/10/02
Date of Next Scheduled EDR Contact: 12/09/02
TRIS: Toxic Chemical Release Inventory System
Source: EPA
Telephone: [phone]
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and
land in reportable quantities under SARA Title III Section 313.
Date of Government Version: 12/31/00
Database Release Frequency: Annually
Date of Last EDR Contact: 09/24/02
Date of Next Scheduled EDR Contact: 12123102
• TSCA: Toxic Substances Control Act
Source: EPA
Telephone: [phone]
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the
TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant
site:
Date of Government Version: 12131/98
Database Release Frequency: Every 4 Years
Date of Last EDR Contact: 09/09/02
Date of Next Scheduled EDR Contact: 12/09/02
FTTS INSP: FIFRA/TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
Source: EPA
Telephone: [phone]
Date of Government Version: 04/25/02
Database Release Frequency: Quarterly
Date of Last EDR Contact: 09/24/02
Date of Next Scheduled EDR Contact: 12/23/02
SSTS: Section 7 Tracking Systems
Source: EPA
Telephone: [phone]
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all
registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March
1 st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices
being produced, and those having been produced and sold or distributed in the past year.
Date of Government Version: 12/31100
Database Release Frequency: Annually
•
Date of Last EDR Contact: 10122/02
Date of Next Scheduled EDR Contact: 01/20/03
TC890824.3s Page GR-4
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
FITS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) •
Source: EPA/Office of Prevention, Pesticides and Toxic Substances
Telephone: [phone]
FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA,
TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the
Agency on a quarterly basis.
Date of Government Version: 04/25/02 Date of Last EDR Contact: 09/24/02 .
Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 12123/02
STATE OF NORTH CAROLINA ASTM STANDARD RECORDS
SHWS: Inactive Hazardous Sites Inventory
Source: Department of Environment and Natural Resources
Telephone: [phone]
State Hazardous Waste Sites. State hazardous waste site records are the states' equivalent to CERCLIS. These sites
may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds
(state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially
responsible parties. Available information varies by state.
Date of Government Version: 10/16/02
Date Made Active at EDR: 11/25/02
Database Release Frequency: Annually
Date of Data Arrival at EDR: 10/21/02
Elapsed ASTM days: 35
Date of Last EDR Contact: 10/16/02
SWF/LF: List of Solid Waste Facilities
Source: Department of Environment and Natural Resources
Telephone: [phone]
Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal
facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities
or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal
sites.
Date of Government Version: 11/05/02
Date Made Active at EDR: 11/25/02
Database Release Frequency: Semi-Annually
Date of Data Arrival at EDR: 11/05/02
Elapsed ASTM days: 20
Date of Last EDR Contact: 11/13102
•
LUST: Incidents Management Database
Source: Department of Environment and Natural Resources
Telephone: [phone]
Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground
storage tank incidents. Not all states maintain these records, and the information stored varies by state.
Date of Government Version: 09/06/02
Date Made Active at EDR: 10/04/02
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 09/09/02
Elapsed ASTM days: 25
Date of Last EDR Contact: 09/09/02
UST: Petroleum Underground Storage Tank Database
Source: Department of Environment and Natural Resources
Telephone: [phone]
Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery
Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available
information varies by state program.
Date of Government Version: 05/03/02
Date Made Active at EDR: 07/19/02
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 06/10/02
Elapsed ASTM days: 39
Date of Last EDR Contact: 09/09/02
OLI: Old Landfill Inventory
Source: Department of Environment & Natural Resources
Telephone: [phone]
•
TC890824.3s Page GR-5
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
• Date of Government Version: 09/30/02 Date of Data Arrival at EDR: 10/28/02
Date Made Active at EDR: 11/25/02 Elapsed ASTM days: 28
Database Release Frequency: Varies Date of Last EDR Contact: 10/28102
VCP: Responsible Party Voluntary Action Sites
Source: Department of Environment and Natural Resources
Telephone: [phone]
Date of Government Version: 09/16/02 Date of Data Arrival at EDR: 10/14/02
Date Made Active at EDR: 11 /15/02 Elapsed ASTM days: 32
Database Release Frequency: Semi-Annually Date of Last EDR Contact: 09/16/02
STATE OF NORTH CAROLINA ASTM SUPPLEMENTAL RECORDS
HSDS: Hazardous Substance Disposal Site
Source: North Carolina Center for Geographic Information and Analysis
Telephone: [phone]
Locations of uncontrolled and unregulated hazardous waste sites. The file includes sites on the National Priority
List as well as those on the state priority list.
Date of Government Version: 06/21/95
Database Release Frequency: Biennially
Date of Last EDR Contact: 09/03102
Date of Next Scheduled EDR Contact: 12102/02
AST: AST Database
Source: Department of Environment and Natural Resources
Telephone: [phone]
Facilities with aboveground storage tanks that have a capacity greater than 21,000 gallons.
Date of Government Version: 07/01/02
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 10/21/02
Date of Next Scheduled EDR Contact: 01/20/03
LUST TRUST: State Trust Fund Database
Source: Department of Environment and Natural Resources
• Telephone: [phone]
This database contains information about claims against the State Trust Funds for reimbursements for expenses
incurred while remediating Leaking USTs.
Date of Government Version: 11/08/02
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 11/13102
Date of Next Scheduled EDR Contact: 02/10/03
IMD: Incident Management Database
Source: Department of Environment and Natural Resources
Telephone: [phone]
Groundwater and/or soil contamination incidents
Date of Government Version: 10/25/02
Database Release Frequency: Quarterly
Date of Last EDR Contact: 10/28/02
Date of Next Scheduled EDR Contact: 01/27/03
EDR PROPRIETARY HISTORICAL DATABASES
Former Manufactured Gas (Coal Gas) Sites: The existence and location of Coal Gas sites is provided exclusively to
EDR by Real Property Scan, Inc. ©Copyright 1993 Real Property Scan, Inc. For a technical description of the types
of hazards which may be found at such sites, contact your EDR customer service representative.
Disclaimer Provided by Real Property Scan, Inc.

The information contained in this report has predominantly been obtained from publicly available sources produced by entities
other than Real Property Scan. While reasonable steps have been taken to insure the accuracy of this report, Real Property
Scan does not guarantee the accuracy of this report. Any liability on the part of Real Property Scan is strictly limited to a refund
of the amount paid. No claim is made for the actual existence of toxins at any site. This report does not constitute a legal
opinion.
TC890824.3s Page GR-6
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
OTHER DATABASE(S) is
Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be
complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the
area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily
mean that wetlands do not exist in the area covered by the report.
OiUGas Pipelines/Electrical Transmission Lines: This data was obtained by EDR from the USGS in 1994. It is referred to by
USGS as GeoData Digital Line Graphs from 1:100,000-Scale Maps. It was extracted from the transportation category including
some oil, but primarily gas pipelines and electrical transmission lines.
Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity
to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all
sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers,
and nursing homes - where individuals who are sensitive receptors are likely to be located.
Flood Zone Data: This data; available in select counties across the country, was obtained by EDR in 1999 from the Federal
Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002 from the U.S. Fish and Wildlife Service.
STREET AND ADDRESS INFORMATION
© 2001 Geographic Data Technology, Inc., Rel. 0712001. This product contains proprietary and confidential property of Geographic
Data Technology, Inc. Unauthorized use, including copying for other than testing and standard backup procedures, of this product is
expressly prohibited.

•
TC890824.3s Page GR-7
•
GEOCHECK`F - PHYSICAL SETTING SOURCE ADDENDUM
L
TARGET PROPERTY ADDRESS
VALLEY FIELDS FARM
SR 1741
HIGH POINT, NC 27265

•
TARGET PROPERTY COORDINATES
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters):
UTM Y (Meters):
35.980801 - 35' 58'50.9"
80.055496 - 80' 3' 19.8"
Zone 17
585149.4
3982030.8
EDR's GeoCheck Physical Setting Source Addendum has been developed to assist the environmental professional
with the collection of physical setting source information in accordance with ASTM 1527-00, Section 7.2.3.
Section 7.2.3 requires that a current USGS 7.5 Minute Topographic Map (or equivalent, such as the USGS Digital
Elevation Model) be reviewed. It also requires that one or more additional physical setting sources be sought
when (1) conditions have been identified in which hazardous substances or petroleum products are likely
to migrate to or from the property, and (2) more information than is provided in the current USGS 7.5 Minute
Topographic Map (or equivalent) is generally obtained, pursuant to local good commercial or customary practice,
to assess the impact of migration of recognized environmental conditions in connection with the property. Such
additional physical setting sources generally include information about the topographic, hydrologic, hydrogeologic,
and geologic characteristics of a site, and wells in the area.
Assessment of the impact of contaminant migration generally has two principle investigative components:
1. Groundwater flow direction, and
2. Groundwater flow velocity.
Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata.
EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in
forming an opinion about the impact of potential contaminant migration.
TC890824.3s Page A-1
GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY
GROUNDWATER FLOW DIRECTION INFORMATION
Groundwater flow direction for a particular site is best determined by a qualified environmental professional
using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other
sources of information, such as surface topographic information, hydrologic information, hydrogeologic data
collected on nearby properties, and regional groundwater flow information (from deep aquifers).
TOPOGRAPHIC INFORMATION
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,
should contamination exist on the target property, what downgradient sites might be impacted.
USGS TOPOGRAPHIC MAP ASSOCIATED WITH THIS SITE
Target Property: 2435080-H1 HIGH POINT WEST, NC
Source: USGS 7.5 min quad index
GENERAL TOPOGRAPHIC GRADIENT AT TARGET PROPERTY
Target Property: General East
Source: General Topographic Gradient has been determined from the USGS 1 Degree Digital Elevation Model and
should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of
close proximity should be field verified.
•
HYDROLOGIC INFORMATION
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist •
the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted.
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways
and bodies of water).
FEMA FLOOD ZONE
FEMA Flood
Target Property County Electronic Data
DAVIDSON, NC YES - refer to the Overview Map and Detail Map
Flood Plain Panel at Target Property: 37030700356
Additional Panels in search area: 37011300046
37011300076
NATIONAL WETLAND INVENTORY
NWI Electronic
NWI Quad at Target Property Data Coverage
HIGH POINT WEST YES - refer to the Overview Map and Detail Map
HYDROGEOLOGIC INFORMATION
Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the
environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted.
•
TC890824.3s Page A-2
•
GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY
AQUIFLOwa
Search Radius: 2.000 Miles.
EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined
hydrogeologically, and the depth to water table.
LOCATION
MAP ID FROM TP
2 1 - 2 Miles NE
3 1 - 2 Miles ENE
4 1 - 2 Miles ENE
A5 1 - 2 Miles East
A6 1 - 2 Miles East
7 1 - 2 Miles East
For additional site information, refer to Physical Setting Source Map Findings.
•

GROUNDWATER FLOW VELOCITY INFORMATION
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary
to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil
characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes
move more quickly through sandy-gravelly types of soils than silty-clayey types of soils.
GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
at which contaminant migration may be occurring.
ROCK STRATIGRAPHIC UNIT
GENERAL DIRECTION
GROUNDWATER FLOW
Not Reported
N
Not Reported
E
70NW
Not Reported
GEOLOGIC AGE IDENTIFICATION
Era: Paleozoic Category: Plutonic and Intrusive Rocks
System: Ordovian
Series: Lower Paleozoic granitic rocks
Code: Pzg1 (decoded above as Era, System & Series)
Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman
Map, USGS Digital Data Series DDS - 11 (1994).
DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY
The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information
for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns
in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.
The following information is based on Soil Conservation Service STATSGO data.
TC890824.3s Page A-3
GEOCHECKD - PHYSICAL SETTING SOURCE SUMMARY
Soil Component Name: WILKES
Soil Surface Texture: fine sandy loam
Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward
movement of water, or soils with moderately fine or fine textures.
Soil Drainage Class: Well drained. Soils have intermediate water holding capacity. Depth to
water table is more than 6 feet.
Hydric Status: Soil does not meet the requirements for a hydric soil.
Corrosion Potential - Uncoated Steel: MODERATE
Depth to Bedrock Min: > 10 inches
Depth to Bedrock Max: > 20 inches
Soil Layer Information
Boundary Classification
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeabili Soil Reaction
Rate (in/hr) (pH)
1 0 inches 6 inches fine sandy loam Granular FINE-GRAINED Max: 6.00 Max: 6.50
materials (35 SOILS, Silts Min: 2.00 Min: 5.10
pct. or less and Clays
passing No. (liquid limit
200), Silty, or less than 50%),
Clayey Gravel silt.
and Sand.
2 6 inches 13 inches clay loam Silt=Clay FINE-GRAINED Max: 0.60 Max: 7.80
Materials (more SOILS, Silts Min: 0.20 Min: 6.10
than 35 pct. and Clays
passing No. (liquid limit
200), Clayey less than 50%),
Soils. Lean Clay
3 13 inches 48 inches weathered Not reported Not reported Max: 0.00 Max: 0.00
bedrock Min: 0.00 Min: 0.00
OTHER SOIL TYPES IN AREA
Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may
appear within the general area of target property.
Soil Surface Textures: sandy loam
loam
loamy sand
clay loam
Surficial Soil Types: sandy loam
loam
loamy sand
clay loam
Shallow Soil Types:' clay loam
loam
clay
•
•
•
TC890824.3s Page A-4
•
u
•
GEOCHECe - PHYSICAL SETTING SOURCE 'SUMMARY
L
silt loam
sandy clay loam
Deeper Soil Types: sandy loam
sandy clay loam
fine sandy loam
ADDITIONAL ENVIRONMENTAL RECORD SOURCES
According to ASTM E 1527-00, Section 7.2.2, "one or more additional state or local sources of environmental
records may be checked, in the discretion of the environmental professional, to enhance and supplement federal
and state sources... Factors to consider in determining which local or additional state records, if
any, should be checked include (1) whether they are reasonably ascertainable, (2) whether they are sufficiently
useful, accurate, and complete in light of the objective of the records review (see 7.1.1), and (3) whether they
are obtained, pursuant to local, good commercial or customary practice." One of the record sources listed in Section
7.2.2 is water well information. Water well information can be used to assist the environmental professional in
assessing sources that may impact groundwater flow direction, and in forming an opinion about the impact of
contaminant migration on nearby drinking water wells.
WELL SEARCH DISTANCE INFORMATION
DATABASE SEARCH DISTANCE (miles) .
Federal USGS 1.000
Federal FRDS PWS Nearest PWS within 1 mile
State Database 1.000
FEDERAL USGS WELL INFORMATION
LOCATION
MAP ID WELL ID FROM TP
No Wells Found
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
LOCATION
MAP ID WELL ID FROM TP
1 NC0229102 1/2 - 1 Mile NNE
Note: PWS System location is not always the same as well location.
STATE DATABASE WELL INFORMATION
LOCATION
MAP ID WELL ID FROM TP
No Wells Found
TC890824.3s Page A-5
PHYSICAL SETTING SOURCE MAP - 890824.3s

x-
\...__., CHES
OQ
O~
CHESS
i
NC
x'
IV County Boundary
N Major Roads
N Contour Lines
® Water Wells
© Public Water Supply Wells
Groundwater Flow Direction
c I Indeterminate Groundwater Flow at Location
c v Groundwater Flow Varies at Location
Cluster of Multiple loons
0 1/2 1 2 MOes
OO Earthquake epicenter, Richter 5 or greater; Wildlife Areas
1:•:'< Natural Areas
o Rare & Endangered Species
TARGET PROPERTY: Valley Fields Farm CUSTOMER: lamley-Horn & Associates, Inc.
ADDRESS: SR 1741 CONTACT: Andrew IGley
CITY/STATE/ZIP: High Point NC 27265 INQUIRY#: 890824.36
LAT/LONG: 35.9808 / 80.0555 DATE: December 03, 2002 1:22 pm
Copyright 0 2002 EDR, Inc. ® 2001 GDT, Inc. Rel. 07/2001. All Rights Reserved.
E
U
E
•

•
GEOCHECK F'- PHYSICAL SETTING SOURCE MAP' FINDINGS
Map ID
Direction
Distance
Elevation Database EDR ID Number
1
NNE FRDS PWS NC0229102
1/2 -1 Mile
Higher
PWS ID: NC0229102 PWS Status: Active
Date Initiated: 6906 Date DeactivatedNot Reported
PWS Name: COUNTRY SIDE TRAILER COURT
HIGH POINT, NC 27262
Addressee / Facility: System Owner/Responsible Party
CAROLYN WHEELER OR MANAGER NOW
PO BOX 6681
HIGH POINT, NC 27262
Addressee / Facility: System Owner/Responsible Party
CAROLYN & JONNY WHEELER
PO BOX 6681
HIGH POINT, NC 27262
Facility Latitude: Not Reported Facility LongitudeNot Reported
City Served: HIGH POINT
Treatment Class: Untreated Population: 00000060
PWS currently has or had major violation(s) or enforcement: Yes
VIOLATIONS INFORMATION:
Violation ID: 9408084 Source ID: Not Reported PWS Phone: Not Reported
Vic. beginning Date: 01/01/93 Vio. end Date: 12/31/93 Vio. Period: 012 Months
Num required Samples: 000 Number of Samples Taken: 000
Analysis Result: Not Reported Maximum Contaminant Level: Not Reported
Analysis Method: Not Reported
Violation Type: Monitoring, Regular
Contaminant: NITRATE
Vio. Awareness Date: 060194
Violation ID: 9408083 Source ID: Not Reported PWS Phone: Not Reported
Vio. beginning Date: 07/01/90 Vio. end Date: 06/30/94 Vio. Period: 048 Months
Num required Samples: 000 Number of Samples Taken: 000
Analysis Result: Not Reported Maximum Contaminant Level: Not Reported
Analysis Method: Not Reported
Violation Type: Monitoring, Regular
Contaminant: GROSS ALPHA , EXCL. RADON & U
Vio. Awareness Date: 071594
2 Site 1D: 12938
NE Groundwater Flow: Not Reported AQUIFLOW 40759
1 - 2 Miles Shallowest Water Table Depth
Higher : Not Reported
Deepest Water Table Depth: Not Reported
Average Water Table Depth: 32
Depth to rock - shallowest: Not Reported
Depth to rock - deepest: Not Reported
Depth to rock - average: Not Reported
Date: 04/28/1995
TC890824.3s Page A-7
GEOCHECK®-PHYSICAL' SETTING SOURCE MAP FINDINGS
Map ID
Direction
Distance
Elevation Database EDR ID Number
3 Site ID: 14484
ENE Groundwater Flow: N AQUIFLOW 40690
1 - 2 Miles
Higher Shallowest. Water Table Depth : 17.73
Deepest Water Table Depth: 18.49
Average Water Table Depth: Not Reported
Depth to rock - shallowest: Not Reported
Depth to rock - deepest: Not Reported
Depth to rock - average: Not Reported
Date: 01/19/1998
4 Site ID: 10550
ENE Groundwater Flow: Not Reported AQUIFLOW 40713
1 - 2 Miles
Higher Shallowest Water Table Depth: Not Reported
Deepest Water Table Depth: Not Reported
Average Water Table Depth: 23
Depth to rock - shallowest: Not Reported
Depth to rock - deepest: Not Reported
Depth to rock - average: Not Reported
Date: 05/01/1994
AS Site ID: 12017
East Groundwater Flow: E AQUIFLOW 63333
1 - 2 Miles
Higher Shallowest Water Table Depth: 18
Deepest Water Table Depth: 23
Average Water Table Depth: Not Reported
Depth to rock - shallowest: Not Reported
Depth to rock - deepest: Not Reported
Depth to rock - average: Not Reported
Date: 07/11/19
AS Site ID: 14850
East Groundwater Flow: 70NW AQUIFLOW 63550
1 - 2 Miles
Higher Shallowest Water Table Depth: 11.
Deepest Water Table Depth: 88
Average Water Table Depth: 14.
Depth to rock - shallowest: Not Reported
Depth to rock - deepest: Not Reported
Depth to rock - average: Not Reported
Date: 11/20/19
7 Site ID: 8857
East Groundwater Flow: Not Reported AQUIFLOW 40098
1 - 2 Miles
Higher Shallowest Water Table Depth: 10
Deepest Water Table Depth: 40
Average Water Table Depth: Not Reported
Depth to rock - shallowest: Not Reported
Depth to rock - deepest: Not Reported
Depth to rock - average: Not Reported
Date: 05/28/1992
•
•
•
TC890824.3s Page A-8
•
E
•
GEOCHECKQ= PHYSICAL' SETTING SOURCE MAP FINDINGS
RADON
AREA RADON INFORMATION
Federal EPA Radon Zone for DAVIDSON County: 3
Note: Zone 1 indoor average level > 4 pCi/L.
Zone 2 indoor average level >= 2 pCi/L and <= 4 pCUL.
Zone 3 indoor average level < 2 pCi/L.
Federal Area Radon Information for Zip Code: 27265
Number of sites tested: 3
Area Average Activity % <4 pCUL
Living Area - 1 st Floor 0.333 pCi/L 100%
Living Area - 2nd Floor Not Reported Not Reported
Basement Not Reported Not Reported
% 4-20 pCUL
0%
Not Reported
Not Reported
% >20 pCUL
0%
Not Reported
Not Reported
TC890824.3s Page A-9
PHYSICAL SETTING SOURCE RECORDS' SEARCHED
HYDROLOGIC INFORMATION .
Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1999 from the Federal
Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002 from the U.S. Fish and Wildlife Service.
HYDROGEOLOGIC INFORMATION
AQUIFLOWR Information System
Source: EDR proprietary database of groundwater flow information
EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has
extracted the date of the report, hydrogeologically determined groundwater flow direction. and depth to water table
information.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital
representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).
STATSGO: State Soil Geographic Database
The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the national Cooperative
Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey
information for privately owned lands in the United States. A soil map in a soil survey is a representation of
soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil
survey maps.
ADDITIONAL ENVIRONMENTAL RECORD SOURCES •
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: [phone]
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at
least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.
PWS ENF: Public Water Systems Violation and Enforcement Data
Source: EPA/Office of Drinking Water
Telephone: [phone]
Violation and Enforcement data for.Public Water Systems from the Safe Drinking Water Information System (SDWIS) after
August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).
USGS Water Wells: In November 1971 the United States Geological Survey (USGS) implemented a national water resource
information tracking system. This database contains descriptive information on sites where the USGS collects or has collected
data on surface water and/or groundwater. The groundwater data includes information on more than 900,000 wells, springs, and
other sources of groundwater.
is
TC890824.3s Page A-10
PHYSICAL SETTING SOURCE RECORDS SEARCHED
• STATE RECORDS
North Carolina Wildlife Resources/Game Lands
Source: Center for Geographic Information and Analysis
Telephone: [phone]
All publicly owned game lands managed by the North Carolina Wildlife Resources Commission and as listed in Hunting
and Fishing Maps for North Carolina Game Lands, 1989-90.
North Carolina Rare/Endangered Species and Natural Areas
Source: Natural Heritage Occurrence Sites Center for Geographic Information and Analysis
Telephone: [phone]
North Carolina Public Water Supply Wells
Source: Department of Environmental Health
Telephone: [phone]
RADON
Area Radon Information
Source: USGS
Telephone: [phone]
The National Radon Database has been developed by the U.S. Environmental Protection Agency
(USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at
private sources such as universities and research institutions.
EPA Radon Zones
Source: EPA
Telephone: [phone]
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor
. radon levels.
OTHER
Epicenters: World earthquake epicenters, Richter 5 or greater
Source: Department of Commerce, National Oceanic and Atmospheric Administration
•
TC890824.3s Page A-11
•
•
0

O
L

c
O
U
N
U)

LL
Q m a a a nom.
0 O ? ? O + X
I ?
I ?
I
I
I

I
i
I
food
I
I

I
I
I
I
I
I
I

i

W 0)
0)
(4) uOIJen913
O
to
N
V
N
O
cn
N
O
N
N
O
N
O
N
C)
O
O
O
ti
O
O
Lo
o E
cu
O yLd
r ?
0)
C. O
ca
O
S ?
N
0
0
co
0
co
O
U')
0
M
N
O
O
O W O OOi
RIVERMORPH PROFILE SUMMARY
River Name: valley Fields
Reach Name: A-4
Profile Name: Profile
Survey Date: 03/30/05
Survey Data
DIST CH WS BKF P1 P2
-------------------
-
--------
0 -----------
92.89 -----------
93.88 -----------
---------
95.08
12 93 93.84 94.98
30 92.94 93.83 95.3
69 92.76 93.82
110 92.71 93.81
133 93.27 93.81 95.1
145 93.19 93.78
160 93 93.77 95.43
164.4 92.91 93.77
179 93.18 93.77
195 92.94 93.76 95.3
227 93.26 93.76 96.06
Cross section Locations
•
Cross section Name Type Profile station
----------------------------------------------------------------------
Riffle Riffle 133 •
Pool Pool 160
Adjusted Riffle Riffle 0
Measurements from Graph
Bankfull slope: 0.003
variable Min Avg Max
-----------
S riffle ------------------
0.0026 ---------
0.00296 --------------------------------
0.00332
S pool 0.00014 0.00022 0.00027
S run 0 0 0
S glide 0 0 0
P - P 30.48 42.36 54.24
P length 0 0 0
Dmax riffle 0 0 0
Dmax pool 2.56 2.61 2.63
Dmax run 0 0 0
Dmax glide 0 0 0
Low Bank Ht 0 0 0
Length and depth measurements in feet, slopes in ft/ft.
0
•
ip
CD
0
rn
rn
0
M
N II
C
W
? X
f6
7
N
N
O
0
O
O
O
t`
O
O
LL En w
• .2 X
O
C
S
U?
N
N
OD
r-I
11
W
N 'x
C $
O
a
0
C9
O
O O O CD G)
O
co r- O
O O
(4) U011BA913
C
Cl)
5
v 0
N
L
0
2
Co
m
O
N
O
0
In 7 M N
O O? O O
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: A-4
Cross section Name: Riffle
Survey Date: 03/30/05
Cross section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 1.75 ft
TAPE
FS
ELEV
NOTE
---------
0 ---------------
3.79 ----------------
97.96 ------------------------------
FP
5 3.53 98.22 FP
9 3.55 98.2 FP
15 3.18 98.57 FP
18 3.23 98.52 FP
24 2.9 98.85 TOB
26.1 3.62 98.13 LB
26.3 4.69 97.06 LB
26.7 5.4 96.35 LB
27.6 6.48 95.27 BKF
28.3 7.79 93.96 LB
28.4 7.96 93.79 LEW
30 8.3 93.45 SB
32.8 8.24 93.51 SB
34.6 8.35 93.4 SB
36.8 8.44 93.31 SB
38.2 8.5 93.25 TW
40.3 8.43 93.32 SB
42.4 8.4 93.35 SB
44.4 8.45 93.3 SB
45.4 7.96 93.79 REW
45.8 6.67 95.08 BKF
47 4.73 97.02 RB
48.1 3.33 98.42 RB
49.3 3.02 98.73 TOB
53 3.3 98.45 FP
56 3.39 98.36 FP
59 3.39 98.36 FP
63.5 3.24 98.51 FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
Channel Left Right
Floodprone Elevation (ft) 97.09 97.09 97.09
Bankfull Elevation (ft) 95.17 95.17 95.17
Floodprone width (ft) 20.76 ----- -----
Bankfull width (ft) 18.2 9.1 9.11
Entrenchment Ratio 1.14 ----- -----
Mean Depth (ft) 1.7 1.62 1.77
Maximum Depth (ft) 1.92 1.86 1.92
width/Depth Ratio 10.73 5.62 5.13
Bankfull Area (sq ft) 30.88 14.72 16.16
wetted Perimeter (ft) 20.18 11.82 12.08
Hydraulic Radius (ft) 1.53 1.25 1.34
Begin BKF Station 27.65 27.65 36.75
End BKF Station 45.86 36.75 45.86

•

----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
•
•
Entrainment Formula: shields curve
channel Left side Right side
Slope 0.003 0 0
shear stress (lb/sq ft) 0.29
Movable Particle (mm) 15.6
0
•
0
0
0
rn
N II
C
'p w
a x
c?
ca
3
N
f6

0
W
O
O
O
O N
O II
?- x
0 0
c
Q ?
w
c
0 ?
U m
N
.-i
II
w
w x
c 3
0
d
c
0
0
U
0
0 0 °o rn co rn O Oi rn M
(4) U0118A913
rn
M
o U
o
y-+
°v C
N
`o
2
0
M
N
0
0
rn rn
11
RIVERMORPH CROSS SECTION SUMMARY
River Name:
Reach Name:
*cross section
Survey Date:
valley Fields
A-4
Name: Pool
03/30/05
Cross section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 1.75 ft
TAPE
FS
ELEV
NOTE
0 4.08 97.67 FP
4.7 3.84 97.91 FP
12.8 3.49 98.26 FP
16 3.25 98.5 FP
18.7 3.29 98.46 FP
23.9 3.51 98.24 FP
28 3.09 98.66 TOB
30.2 2.97 98.78 LB
32 3.38 98.37 LB
34 4.15 97.6 LB
34.1 6.08 95.67 BKF
34.6 6.8 94.95 LB
35 7.7 94.05 LB
35.5 7.96 93.79 LEw
37.8 8.3 93.45 SB
41 8.58 93.17 SB
,
. 43.4 8.72 93.03 SB
44.8 8.83 92.92 TW
47.8 8.66 93.09 SB
49.2 8.01 93.74 REw
50.6 7.21 94.54 RB
51.8 7.01 94.74 RB
52.6 6.28 95.47 BKF
53.8 5.13 96.62 RB
54 4.09 97.66 RB
55 3.58 98.17 TOB
59.5 3.42 98.33 FP
61.5 3.67 98.08 FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
channel Left Right
Floodprone Elevation (ft) 98.22 98.22 98.22
Bankfull Elevation (ft) 95.57' 95.57 95.57
Floodprone width (ft) 37.01 -
Bankfull width (ft) 18.53 9.27 9.26
Entrenchment Ratio 2 ----- -----
Mean Depth (ft) 1.99 2.06 1.92
Maximum Depth (ft) 2.65 2.54 2.65
width/Depth Ratio 9.32 4.49 4.83
• Bankfull Area (sq ft) 36.87 19.13 17.74
wetted Perimeter (ft) 20.25 12.83 12.51
Hydraulic Radius (ft) 1.82 1.49 1.42
Begin BKF Station 34.17 34.17 43.44
End BKF Station 52.7 43.44 52.7
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: shields curve
channel Left side Right side
slope 0 0 0
shear stress (lb/sq ft)
Movable Particle (mm)
•
0

•
U
a

0
U U
a
.? a
a)
m
O
v a

•
C
0
U
Cl)
U
d-
Q
C
O
U
N
U)
0
0
0
0
0
E
E
aauid lu9OJ9d
N_
N
U
cu
m
U
RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: A-4
sample Name: classification •
Survey Date:
-- 03/30/05
-------------------
--------
---------------------------
--------------
Size (mm) TOT # ITEM % cum
----------------
0 - 0.062 -------------------
12 --------
12.00 ---------------------------
12.00
0.062 - 0.125 3 3.00 15.00
0.125 - 0.25 8 8.00 23.00
0.25 - 0.50 5 5.00 28.00
0.50 - 1.0 5 5.00 33.00
1.0 - 2.0 18 18.00 51.00
2.0 - 4.0 25 25.00 76.00
4.0 - 5.7 7 7.00 83.00
5.7 - 8.0 4 4.00 87.00
8.0 - 11.3 9 9.00 96.00
11.3 - 16.0 3 3.00 99.00
16.0 - 22.6 1 1.00 100.00
22.6 - 32.0 0 0.00 100.00
32 - 45 0 0.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.14
D35 (mm) 1.11
D50 (mm) 1.94
D84 (mm) 6.27
D95 (mm) 10.93
D100 (mm) 22.6
silt/Clay (%) 12
sand (%) 39
Gravel (%) 49
cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 100.
0
LL
. U 0 co a a M CL
0 O IN- ? O + x
i
i
0
L
• N
Q
C
0
U
N
CA
?

C.
N
N
O
Cl)
N
N
N
O
N
O
N
O
O
O
r
O
(D
O
r
V
O
m
o ?
o O
tB
o
0
c
C
co
O
f
0
co
0
u)
0
v
M
O
N
O
O
r- (D Lo m C4
(4) U011BA913
RIVERMORPH PROFILE SUMMARY
River Name: valley Fields
Reach Name: A-2
Profile Name: Profile •
survey Date: 04/28/05
Survey Data
DIST CH Ws BKF P1 P2
---------
0 -----------
93.973 -----------
94.582 ---------------------------------------
6.388 96.948
13.215 94.093 94.581
31.011 93.68 94.58
53.234 94.139 94.569
69.198 94.109 94.499
79.777 93.933 94.498
96.261 93.65 94.497
108.239 93.327
119.04 93.942 94.492
122.651 96.654
125.761 93.492 94.492
147.402 93.707 94.357
172.054 93.996 94.35
176.338 96.05
185.495 93.418 94.346
202.873 93.795 94.345
203.694 95.414 •
220.317 93.398 94.298
229.543 95.518
233.735 95.897
234.256 93.338 94.198
Cross section Locations
cross section Name Type Profile station
----------------------------------------------------------------------
Ri.ffle Riffle 79.78
Pool Pool 108.24
Measurements from Graph
Bankfull slope: 0.0025
variable min Avg Max
-----------
s riffle -------------------
0.00266 --------
0.00353 --------------------------------
0.00439
S pool 0.00011 0.00022 0.0003
S run 0 0 0
s glide 0 0 0
P- P 0 0 0
P length 77.21 77.33 77.44
Dmax riffle 0 0 0
Dmax pool 2.5 2.93 3.21
Dmax run 0 0 0
Dmax glide 0 0 0
Low Bank Ht 0 0 0
Length and depth measurements in feet, slopes in ft/ft.
?J
0
0
CD
rn
N
OD
M
00.
? II
c
.O 4-I
d x
t6
3
N
[6
O
co
O
O
co
W r
N- N
E n
0
W
• ° x
M o
QS
C?
OY cau
UT3 1*0
N^
C/ I
a
rl
II
w
° x
c S
0
a
a
c
0
C9
O
0 0 °o rn co M
(?4) U011BA913
e
U
o U
0
? c
O
N
L
O
2
0
M
O
N
0
0
o
oi G) rn rn
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: A-3
cross section Name: A3 & Relic A3
Survey Date: 03/29/05
----------------------------------------------------------------------
Cross section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 4.93 ft
TAPE
FS
ELEV
NOTE
0 5.21 99.72 FP
5 5.22 99.71 FP
10 5.04 99.89 FP
12 4.92 100.01 FP
14 5.19 99.74 FP
16 5.59 99.34 FP
19 5.89 99.04 TOB
20.3 6.36 98.57 LB
20.9 6.8 98.13 LB
21.6 7.2 97.73 LB
22.2 7.68 97.25 BKF
23.5 7.92 97.01 LB
24.4 8.03 96.9 LB
25.2 8.26 96.67 LEW
27.6 8.83 96.1 SB
29 9.01 95.92 SB
29.9 9.02 95.91 TW
30.7 8.97 95.96 SB
32.2 8.75 96.18 SB
33.5 8.29 96.64 REW
34.4 7.98 96.95 RB
35.2 7.43 97.5 BKF
35.7 6.86 98.07 RB
36.4 5.94 98.99 RB
37.4 5.57 99.36 RB
38.5 5.23 99.7 RB
40.9 4.94 99.99 TOB
43 4.92 100.01 TOB
44.2 5.11 99.82 LB
44.3 6.91 98.02 LB
44.9 7.29 97.64 LB
45.7 8.17 96.76 LB
46.2 8.75 96..18 LB
46.7 9.35 95.58 BKF
46.8 10.21 94.72 LB
47.1 11.18 93.75 LEW
47.9 11.71 93'.22 SB
48.8 11.81 93.12 SB
50.9 11.79 93.14 SB
53 11.81 93.12 SB
54.5 11.89 93.04 SB
56 12.02 92.91 SB
57.8 12.19 92.74 SB
58.6 12.24 92.69 SB
59.4 12.28 92.65 TW
59.6 11.18 93.75 REW
60.1 10.72 94.21 RB
60.6 9.59 95.34 RB
61.1 8.39 96.54 BKF
0
•
LJ
62.5 6.55 98.38 RB
63.5 5.66 99.27 RB
64.4 5.16 99.77 TOB
66.9 5.09 99.84 FP
69.2 5.13 99.8 FP
74 5.09 99.84 FP
080 5.37 99.56 FP
85 5.85 99.08 FP
88 6.16 98.77 FP
----------------------------------------------------------------------
cross sectional Geometry
----------------------------------------------------------------------
channel Left Right
Floodprone Elevation (ft) 99.17 99.17 99.17
Bankfull Elevation (ft) 95.91 95.91 95.91
Floodprone width (ft) 42.28 -
Bankful l width (ft) 14.41 7.2 7.21
Entrenchment Ratio 2.93 ----- -----
Mean Depth (ft) 2.65 2.56 2.74
Maximum Depth (ft) 3.26 2.82 3.26
width/Depth Ratio 5.44 2.81 2.63
Bankfull Area (sq ft) 38.2 18.47 19.72
wetted Perimeter (ft) 18.45 11.83 12.26
Hydraulic Radius (ft) 2.07 1.56 1.61
Begin BKF station 46.43 46.43 53.63
End BKF station 60.84 53.63 60.84
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
• Entrainment Formula: shields curve
channel Left side Right side
slope 0.003 0 0
shear stress (lb/sq ft) 0.39
Movable Particle (mm) 20.9

•
rn
c
N II
c
'O w
a_ X
`m
m
r
4-
E N
u
0 w
o x
N o
Q
C
O Y
c
m
t ca
?
VJ
co
u
w
N X
C $
O
CL
C
7
O
0
Co
0
v
0
Cl)
r
O
N
0
0
0
0
rn
o ?
CID
U
C
o
6
ca
? c
N
L
to 2
0
v
0
Cl)
O
N
O
O
O O O O O O 6i O O i 0)i W 0)i 0 O W
r r r r r r
(4) U011BA913
1
?J
E
RIVERMORPH CROSS SECTION SUMMARY
River Name:
Reach Name:
• Cross section
Survey Date:
Valley Fields
A-2
Name: Riffle
04/28/05
Cross section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
0 0 98.574232 FP
30.03 0 98.987448 FP
47.69 0 99.619463 FP
61.86 0 100.148308 FP
67.27 0 100.129868 LB
67.89 0 98.950449 LB
68.57 0 97.986694 LB
69.12 0 97.068796 BKF
69.64 0 95.040286 LB
70.35 0 94.664338 LEW
72.45 0 94.018788 SB
75.72 0 94.198908 SB
77.67 0 94.479959 SB
78.72 0 94.481023 SB
79.39 0 94.773794 SB
80.55 0 94.449301 SB
• 82.18 0 94.295559 SB
84.21 0 93.932795 TW0.70
86 0 93.614642 SB
86.38 0 94.072436 SB
86.47 0 94.7552 REW
86.73 0 95.196022 RB
87.45 0 95.858376 *BKF
87.86 0 98.950106 RB
96.92 0 99.502 FP
107.75 0 99.742525 FP
126.77 0 99.62425 FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
Channel Left Right
Floodprone Elevation (ft) 100.53 100.53 100.53
Bankfull Elevation (ft) 97.07 97.07 97.07
Floodprone width (ft) 126.77 ----- -----
Bankfull width (ft) 18.49 9.28 9.21
Entrenchment Ratio 6.86 ----- -----
Mean Depth (ft) 2.68 2.66 2.7
Maximum Depth (ft) 3.46 3.05 3.46
width/Depth Ratio 6.9 3.48 3.42
Bankfull Area (sq ft) 49.56 24.73 24.83
wetted Perimeter (ft) 22.84 13.66 14.36
•
Hydraulic Radius (ft) 2.17 1.81 1.73
Begin BKF station 69.12 69.12 78.4
End BKF Station 87.61 78.4 87.61
Entrainment calculations
Entrainment Formula: shields curve
channel Left side Right side
slope 0.0025 0 0
shear stress (lb/sq ft) 0.34
Movable Particle (mm) 18.0
U
•
0
•

N
M
y
C II
? W
N 'x
U ?
f6
C
N
>f6
7E
O
n u
4-4
m x
N D o
Q c
C
OY
+? m
AU
'W^
(n
Oo
rn
II
w
y Y
C A
O ?
CL
v
C
7
O
LO M N O O O N O U') Cl) N
O O O O O O O O O O O O O) O O
(4) UOIIBA913
O
LO
N
n
O
M
O
O
O
O
O
rn
M
M
CO
O
U')
n
r
O
co
Cl LO
O U
v ?
to
M
m O
N
L
o O
ui
N
n
O
M
co
O
O
M
O
t`
O
N
O
C)
1
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: A-2
Cross Section Name: Pool •
Survey Date: 04/28/05
------------------------
Cross section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE FS ELEV NOTE
--------------
0 ------------
0 -----------------
99.635687 ---------------------------
FP
13.87 0 99.302121 TOB
16.11 0 95.845948 BKF
17.9 0 95.121115 LB
22.14 0 94.64618 LEW
25.45 0 94.001148 SB
28.34 0 93.790949 SB
32.74 0 93.327081 TW
33.73 0 93.145099 sb
35.11 0 94.130831 SB
35.27 0 94.859693 REW
35.87 0 95.950735 BKF
36.54 0 97.042862 SB
37.02 0 99.834732 TOB
41.43 0 100.231044 FP
59.02 0 99.408933 FP
•
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
Channel Left Right
Floodprone Elevation (ft) 98.65 98.65 98.65
Bankfull Elevation (ft) 95.9 95.9 95.9
Floodprone width (ft) 22.53 ----- -----
Bankfull width (ft) 19.77 9.89 9.88
Entrenchment Ratio 1.14 ----- -----
Mean Depth (ft) 1.65 1.14 2.17
Maximum Depth (ft) 2.75 1.94 2.75
width/Depth Ratio 11.97 8.68 4.56
Bankfull Area (sq ft) 32.65 11.25 21.4
wetted Perimeter (ft) 21.59 12.08 13.38
Hydraulic Radius (ft) 1.51 0.93 1.6
Begin BKF Station 16.07 16.07 25.96
End BKF Station 35.84 25.96 35.84
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen modified shields curve
Slope channel Left side Right side •
ope
shear stress (lb/sq ft)
Movable Particle (mm)
.7

c
0
co
U
N
Cl)
U
N
Q
C
0
U
U)

-Nd

0 0 0 0 0 0
C) co f0 N
aauid }u9OJ9d

N_
CO
N
U_
0
RIVERMORPH PARTICLE SUMMARY
River Name:
Reach Name:
sample Name:
Survey Date:
Size (mm)
TOT # ITEM % CUM %
0 - 0.062 27 27.00 27.00
0.062 - 0.125 14 14.00 41.00
0.125 - 0.25 5 5.00 46.00
0.25 - 0.50 7 7.00 53.00
0.50 - 1.0 14 14.00 67.00
1.0 - 2.0 21 21.00 88.00
2.0 - 4.0 2 2.00 90.00
4.0 - 5.7 0 0.00 90.00
5.7 - 8.0 3 3.00 93.00
8.0 - 11.3 0 0.00 93.00
11.3 - 16.0 3 3.00 96.00
16.0 - 22.6 2 2.00 98.00
22.6 - 32.0 1 1.00 99.00
32 - 45 1 1.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.04
D35 (mm) 0.1
D50 (mm) 0.39
D84 (mm) 1.81
D95 (mm) 14.43
D100 (mm) 45
silt/clay (%) 27
sand (%) 61
Gravel (%) 12
Cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 100.
valley Fields
A-2
Classification
03/24/05
•
•
0
•
•
C
N
L
C
w
N
Q
C
O
U
N

14,

O N
co co
aauid lu9OJ9d
E
N
Cl)
ca
a
0
RIVERMORPH PARTICLE SUMMARY
River Name:
Reach Name:
Sample Name:
Survey Date:
Size (mm)
TOT # ITEM % CUM %
0 - 0.062 14 14.00 14.00
0.062 - 0.125 5 5.00 19.00
0.125 - 0.25 5 5.00 24.00
0.25 - 0.50 8 8.00 32.00
0.50 - 1.0 10 10.00 42.00
1.0 - 2.0 32 32.00 74.00
2.0 - 4.0 4 4.00 78.00
4.0 - 5.7 5 5.00 83.00
5.7 - 8.0 5 5.00 88.00
8.0 - 11.3 7 7.00 95.00
11.3 - 16.0 4 4.00 99.00
16.0 - 22.6 1 1.00 100.00
22.6 - 32.0 0 0.00 100.00
32 - 45 0 0.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.09
D35 (mm) 0.65
D50 (mm) 1.25
D84 (mm) 6.16.
D95 (mm) 11.3
D100 (mm) 22.6
silt/Clay (%) 14
sand (%) 60
Gravel (%) 26
Cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 100.
valley Fields
A-2
Entrainment
03/24/05
•
•
0
U co d d 04 ce)
d d
• O ? ? O + X
W
0
. ^L

U
N?
I.L
•
1 '
I
I

I
I
I I
t

1
I
1 ?

I I
1

I

I ?
1
m N O O co r --
r-- r n n to (9) N `r°
(q) U011BA913
Co
0
m
0
rn
N
O
co
Co
N
O
w
N
O
LO
N
O
N
O
NN
O
N
O
N
O
O
N
O
O
O
co
O
r
O
co C
C,
r ?
r0i O
r ?
o ?
r
rn
0
co
0
0
0
N
O
C.
O
to
RIVERMORPH PROFILE SUMMARY
River Name: valley Fields
Reach Name: A-1
Profile Name: Profile2
survey Date: 06/02/05
Survey Data
DIST CH WS BKF P1 P2
----------------------------
---------
0 -----------
768.592 -----------
768.962 -----------
0.623 771.848
13.186 768.444 768.994
16.84 771.764
28.3 768.388 768.958
40.532 767.197 768.94
50.603 768.202 768.94
60.889 768.477 768.94
72.975 768.345 768.925
80.532 771.565
81.905 768.104
93.556 767.991 768.911 772.3
103.366 768.253 768.9
113.829 768.624 768.894
131.491 768.511 768.761
143.223 772.53
143.948 768.49
160.714 772.349 •
161.635 768.49 768.75
173.737 768.264' 768.624
180.014 768.071 768.631
220.659 768.303 768.543
231.256 771.87
231.256 768.345 768.545
241.004 768.307 768.537
249.233 766.881 768.54
253.513 767.784 768.52
258.94 768.308 768.51
Cross section Locations
cross section Name Type Profile station
----------------------------------------------------------------------
Pool Pool 93.12
Riffle Riffle 142
Measurements from Graph
Bankfull slope: 0.002
variable
-- min
------------- Avg
--------------- Max
-----------------------------
-----------
s riffle 0.00752 0.00886 0.01019
S pool 0.00085 0.0011 0.00151 •
S run 0 0 0
s glide 0 0 0
P - P 52.99 104.4 155.8
P length 0 0 0
Dmax riffle 0 0 0
Dmax pool 3.96 4.64 5.31
Dmax run 0 0 0
Dmax glide 0 0 0
Low Bank Ht 0 0 0
Length and depth measurements in feet, slopes in ft/ft.
•
0
•
M
r-1
? II
c
n. x
m
`m
io
N
II
n/ w
LL. ?n x
o ?
c
Q ?
? w
c
O o
U?
N
N
a
II
44
y x
O
a
v
c
0
0
0
•
C.
0
0
O
O
co
Co
n
0
m
a>
o U
LO c
°v =
0
N
0
0
M
N
0
0
N O O co n Co Lo I?T M N O Q> co I-
00 ao 00 n n n n n n n n n n co to co
n n n n n n n n n n n n n n n n
(4) UOIILIA91D
0
RIVERMORPH CROSS SECTION SUMMARY
River Name:
Reach Name:
• Cross section
survey Date:
valley Fields
A-1
Name: Riffle
05/31/05
Cross section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
0 0 776.022881 FP
10.42 0 775.498436 RB
12.21 0 773.934396 RB
12.72 0 772.530404 -BKF
14.92 0 770.830527 RB
17.34 0 769.439264 RB
20.78 0 769.026639 PB
23.22 0 768.77063 REW
24.63 0 768.711226 SB
27.49 0 768.493208 SB
29.98 0 768.489961 SB
31.54 0 768.632317 SB
33.17 0 768.755717 LEW
36.18 0 769.270353 PB
42.46 0 769.57848 PB
44.11 0 770.756744 LB
• 48.51 0 771.404444 FP
53.06 0 772.03 BKF
54.3 0 772.188485 -BKF
57.28 0 771.928152 FP
61.54 0 772.029075 FP
66.48 0 775.17147 FP
73.75 0 775.725691 FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
channel Left Right
Floodprone Elevation (ft) 775.57 775.57 775.57
Bankfull Elevation (ft) 772.03 772.03 772.03
Floodprone width (ft) 63.3
Bankfull width (ft) 45.12 24.15 24.02
Entrenchment Ratio 1.4 ----- -----
Mean Depth (ft) 2.02 2.88 1.03
Maximum De th (ft) 3.54 3.54 2.69
width/Depth Ratio 22.3 8.38 20.29
Bankfull Area (sq ft) 91.28 69.62 21.66
Wetted Perimeter (ft) 46.48 27.73 24.14
Hydraulic Radius (ft) 1.96 2.51 0.9
Begin BKF station 13.37 13.37 37.52
End BKF station 61.54 37.52 61.54
• ----------------------------------------------------------------------
Entrainment calculations
Entrainment Formula: shields curve
•
0
w
oc'
oc)
N II
C
0 w
d X
c°3
'C
N
N
2
O
O
Er ? o
O N
Q n
CL E w
o X
I =0
c
Y
CO
v^C(5 m
NW
9
U
o U
ca
°v C
N
L
Q
O
Cl)
N
O
M
II
W
W X
O
IL
c
O
0
0
0
0
0
co
0
h
O
N
0
r
0
N O O 00 h 4L0 U') m N O O co r -
co OD OD h h h h h h- h h h h O O
O
h h h h h h h h h h h h h
h h h
(4) UOIIBA913
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: A-1
Cross section Name: Pool
Survey Date: 05/31/05
----------------------------------------------------------------------
Cross Section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
0
15.28
16.43
17.35
19.78
21.29
22.4
23.8
25.56
28.24 t
31.58
35.57
42.17
42.87
45
45.97
48.13 t
50.72
53.69 t
57.02
64.03
78.84
=S ELEV
-------------------------
775.832764
1 775.880154
1 772.264678
1 771.564875
1 768.941533
1 768.271928
1 768.103684
768.42886
1 768.550447
1 768.915206
769.286897
769.447102
769.510003
769.699146
770.435319
1 771.524809
773.215303
1 773.49982
772.364323
774.459968
775.464612
774.546715
NOTE
FP
RB
BKF
RB
REW
SB
SB
SB
SB
LEW
PB
PB
PB
PB
LB
LB
LB
FP
FP
FP
FP
FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
Channel Left Right
Floodprone Elevation (ft) 776.42 776.42 776.42
Bankfull Elevation (ft) 772.26 772.26 772.26
Floodprone width (ft) 78.84 ----- -----
Bankfull width (ft) 30.47 15.24 15.23
Entrenchment Ratio 2.59 ----- -----
Mean Depth (ft) 2.81 3.13 2.48
Maximum Depth (ft) 4.16 4.16 2.97
width/Depth Ratio 10.86 4.87 6.15
Bankfull Area (sq ft) 85.48 47.76 37.72
wetted Perimeter (ft) 32.99 19.83 19.09
Hydraulic Radius (ft) 2.59 2.41 1.98
Begin BKF Station 16.44 16.44 31.68
End BKF station 46.91 31.68 46.91
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
•
•
•
Entrainment Formula: Rosgen modified shields curve
•
.I--+
C
a)
E
c
c
w
r
Q
U
ca
a)
w
J9UIJ IU93J9d
E
N_
N
U
0..
•
0
RIVERMORPH PARTICLE SUMMARY
River Name:
Reach Name:
Sample Name:
*Survey Date:
Size (mm)
TOT # ITEM % CUM %
0 - 0.062 1 1.18 1.18
0.062 - 0.125 0 0.00 1.18
0.125 - 0.25 0 0.00 1.18
0.25 - 0.50 8 9.41 10.59
0.50 - 1.0 24 28.24 38.82
1.0 - 2.0 27 31.76 70.59
2.0 - 4.0 5 5.88 76.47
4.0 - 5.7 4 4.71 81.18
5.7 - 8.0 7 8.24 89.41
8.0 - 11.3 8 9.41 98.82
11.3 - 16.0 1 1.18 100.00
16.0 - 22.6 0 0.00 100.00
22.6 - 32.0 0 0.00 100.00
32 - 45 0 0.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
• 362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.6
D35 (mm) 0.93
D50 (mm) 1.35
D84 (mm) 6.49
D95 (mm) 9.96
D100 (mm) 16
silt/clay (%) 1.18
sand (%) 69.41
Gravel (%) 29.41
cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 85.
valley Fields
A-1
Entrainment
06/09/05
0
• v m n a Ce)
a
• o ? ? O + X
O
a)
L r-
O
L-
W
06
c
O
V
'a)
LO
N
O
A
N
O
M
N
O
N
N
O
N
O
O
N
O
O
O
W
O
ti
O
O
O
O
O
O
r C
eN- In
O
C
r Q
co
O
O
C
rn
co
0
O
co
O
r
O
to
O
U'j
O
O
Co
N
O
O
O M CO (Yi N to O V' h O
v m N O O O co ti r-
O W W m O W co co co co co
0 (4) UOIJen913
RIVERMORPH PROFILE SUMMARY
River Name: valley Fields
Reach Name: B-1
Profile Name: Profile •
Survey Date: 04/28/05
Survey Data
DIST CH WS BKF P1 P2
---------
0 ----------
90.08 -----------
90.38 ----------------------------------------
12.794 89.68 90.23
22.218 89.23 90.15
30.093 92.74
30.544 89.82 90.1
33.68 89.35 90.05
40.412 89.39 90.04
58.491 89.22 90.01
63.357 92.01
64.282 89.55 89.98
71.762 89.64 89.95
72.77 89.39 89.94
88.986 88.99 89.92
100.215 89.02 89.86
105.168 89.34 89.77
110.082 89.35 89.77
113.417 91.61
119.693 89.36 89.75 •
126.148 88.88 89.75
131.227 89.1 89.74
142.052 89.05 89.69
150.972 88.74 89.67
157.237 89.14 89.64
178.097 88.97 89.61
189.861 88.71 89.59
199.089 89.12 89.54
211.876 88.97 89.52 91.62
cross section Locations
cross section Name Type Profile station
----------------------------------------------------------------------
Riffle DS Riffle 0
Pool Pool 78.15
Riffle UP Riffle 171.8
Measurements from Graph
Bankfull slope: 0.0046
variable min Avg Max
-------------
S riffle -------------
0.00534 ---------------
0.01314 -----------------------------
0.01814
S pool 0.00245 0.00425 0.00729 •
5 run 0 0 0
s glide 0 0 0
P - P 30.5 42 61.48
P length 0 0 0
Dmax riffle 0 0 0
•
•
Dmax pool 2
Dmax run 0
Dmax glide 0
Low Bank Ht 0
Length and depth
81 3.03 3.2
0 0
0 0
0 0
measurements in feet, slopes in ft/ft.
0
•
r
N
y 11
C
-p w
C X
c?
`m
m
E
ca
L
++ rn
? II
`i L w
O x
A' 0
yam. c
L.f? w
Y
m
t
CO
U
t6
a)
I
w
x
c 3
0
d
a
C
7
O
0
0
O O O O N OOi CD co rn LO m 04 0 rn rn 01 m 0O0 GOD
r r r r
(4) U011BA913
0
to
N
O
CN
N
O
M
N
O
N
N
O
N
O
O
N
O
rn
O
0
r
0
0
O
0
v
M
0
N
r
O
0
0
0
rn
0
co
0
r
0
to
0
to
V
0
co
N
O
O

V
c
c?
t6
C
Q
IV
O
2
•
0
RIVERMORPH CROSS SECTION SUMMARY
River Name:
Reach Name:
cross section
• survey Date:
valley Fields
B-1
Name: Riffle UP
04/25/05
Cross Section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
0 0 99.950782 FP
81.55 0 98.874162 FP
109.49 0 98.669754 FP
112.18 0 98.046852 LB
114.77 0 97.708426 LB
115.36 0 96.126615 LB
117.52 0 94.886067 LB
118.55 0 93.154051 LB
119.72 0 92.342661 BKF
121.06 0 90.966889 LB
121.81 0 90.45425 LEW
122.83 0 90.192904 SB
124.7 0 90.197023 SB
126.15 0 90.015558 TWA
127.8 0 90.218911 SB
130.51 0 90.404722 REW
• 132.46 0 90.660349 RB
133.05 0 91.900888 RB
134 0 92.659231 BKF
135.87 0 94.096376 RB
138.26 0 95.581002 RB
140.19 0 96.671302 RB
141.84 0 97.397534 TB
147.39 0 97.488503 FP
154.97 0 98.242132 FP
163.97 0 99.273797 FP
176.94 0 99.796883 FP
222.2 0 98.999667 FP
242.96 0 98.224991 FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
channel Left Right
Floodprone Elevation (ft) 94.98 94.98 94.98
Bankfull Elevation (ft) 92.5 92.5 92.5
Floodprone width (ft) 19.95 ----- -----
Bankfull width (ft) 14.31 7.16 7.15
Entrenchment Ratio 1.39 ----- -----
Mean Depth (ft) 1.9 1.92 1.88
Maximum Depth (ft) 2.48 2.48 2.42
width/Depth Ratio 7.54 3.73 3.81
Bankfull Area (sq ft) 27.14 13.72 13.42
wetted Perimeter (ft) 16.17 10.42 10.6
Hydraulic Radius (ft) 1.68 1.32 1.27
Begin BKF station 119.49 119.49 126.65
End BKF Station 133.8 126.65 133.8
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen modified shields curve
channel Left side Right side •
slope 0.0046 0 0
shear stress (lb/sq ft) 0.48
Movable Particle (mm) 67.7
CJ
0
0
•
N
ID
M
N II
C
p 4a
CL x
c?
m
can
a?
(6
C ,
ca
a)
co
5 N
O II
Q /?1 4a
W =
c w
f4
m
r ?
m
U
cu
a)
I
44
x
c 3
'o
a
C
7
O
O
0
O
u?
0
v
0
M
O
N
0
0
0
0
rn
C) E
WV
03
O Cl)
co
O
N
.`
O
to Z
°v
0
M
0
N
O
O
O O O o (M co ? 0) m Im C W m 0 0) W co co
r r r
(4) UOIIBA913
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: B-1
Cross Section Name: Riffle DS
Survey Date: 03/24/05
•
----------------------------------------------------------------------
Cross section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 2.11 ft
TAPE
0 4.92 97.19 FP
6 5.53 96.58 FP
15 5.87 96.24 FP
22 5.89 96.22 FP
32 5.47 96.64 FP
38 5.34 96.77 TOB
40.5 7.37 94.74 LB
44 10.25 91.86 BKF
45.5 12.73 89.38 LEW
47 13.18 88.93 TW0.48
50 12.95 89.16 SB
51 13.13 88.98 SB
54.8 12.85 89.26 SB
58 12.68 89.43 REW
60.4 10.6 91.51 bkf
60.7 9.97 92.14 RB
62 8.6 93.51 old BKF
63 6.38 95.73 RB
64.5 5.88 96.23 TOB
72 5.6 96.51 FP
80 5.43 96.68 FP
89 5.25 96.86 FP
100 5.32 96.79 FP
107 5.6 96.51 FP
123 5.71 96.4 FP
FS
ELEV
NOTE
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
•
Channel Left Right
Floodprone Elevation (ft) 94.45 94.45 94.45
Bankfull Elevation (ft) 91.69 91.69 91.69
Floodprone width (ft) 21.57 ----- -----
Bankfull width (ft) 16.38 8.19 8.2
Entrenchment Ratio 1.32 ----- -----
Mean Depth (ft) 2.21 2.37 2.05
Maximum Depth (ft) 2.76 2.76 2.61
width/Depth Ratio 7.42 3.45 4.01
Bankfull Area (sq ft) 36.18 19.41 16.77
wetted Perimeter (ft) 18.68 12.2 11.71
Hydraulic Radius (ft) 1.94 1.59 1.43
Begin BKF station 44.1 44.1 52.29
End BKF Station 60.49 52.29 60.49
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen modified shields curve
channel Left side Right side
slope
shear stress (lb/sq ft)
• Movable Particle (mm)
0

•
c
N
W II
c
44
a x
m
a?
m
E
L
co
CL
u
w
0
o -K
n
0=
Y
f06
M1 OD
W
U
ca
a)
rn
cn
u
w
w x
c S
0
a
C
7
O
N C, v
O O O M Im O ni m a CD m 4m co co co
(4) U011BA913
0
LO
N
O
N
O
M
N
O
N
N
C.
T
N
C.
O
N
0
rn
0
O
0
n
0
O
T
O
v
T
T
0
0
0
0
T
O
O
O
co
0
n
0
0
0
0
v
O
M
O
N
O
O
E
U
C
0
C
0
N
'L
0
2

0
RIVERMORPH CROSS SECTION SUMMARY
River Name:
Reach Name:
Cross section
Survey Date:
valley Fields
B-1
Name: Pool
04/25/05
----------------------------------------------------------------------
Cross section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
0 0 99.866577 FP
11.39 0 99.320964 FP
28.12 0 98.878462 FP
43.56 0 97.437641 TB
45.09 0 96.47303 LB
47.34 0 95.571356 LB
48.49 0 95.120128 LB
50.12 0 93.27844 LB
51.3 0 92.352105 LB
52.11 0 91.469057 BKF
53.02 0 90.329648 LB
53.95 0 89.680172 LEw
54.68 0 89.292773 SB
56.24 0 89.243195 56
57.51 0 88.904878 Tw0.65
59.06 0 89.1467 SB
• 60.92 0 89.527292 SB
61.86 0 89.800091 REW
63.15 0 89.944233 RB
64.94 0 90.679695 RB
66.03 0 91.582922 BKF
68.14 0 93.990077 RB
71.01 0 95.208758 RB
74.94 0 96.69329 TB
82.81 0 97.322891 FP
93.57 0 98.03367 FP
97.63 0 98.19187 FP
108.49 0 98.385417 FP
----------------------------------------------------------------------
cross sectional Geometry
----------------------------------------------------------------------
Channel Left Right
Floodprone Elevation (ft) 94.16 94.16 94.16
Bankfull Elevation (ft) 91.53 91.53 91.53
Floodprone width (ft) 19.18 ----- -----
Bankfull width (ft) 13.91 6.96 6.96
Entrenchment Ratio 1.38 ----- -----
Mean Depth (ft) 1.77 2 1.54
Maximum Depth (ft) 2.63 2.63 2.39
width/Depth Ratio 7.87 3.48 4.52
Bankfull Area (sq ft) 24.6 13.9 10.71
•
wetted Perimeter (ft) 15.39 10.29 9.88
Hydraulic Radius (ft) 1.6 1.35 1.08
Begin BKF station 52.05 52.05 59.01
End BKF Station 65.97 59.01 65.97
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen modified shields curve
channel Left side Right side •
Slope
shear stress (lb/sq ft)
Movable Particle (mm)
•
0
•
U
a_
m
0
F-
r
0

v ? a

•
C
O
Lp
Ca
U
U
m
U
(a
a)
ry

0 0 0 0 0 0 0 0
O a) O N co O IT M N 0 0
E
E
J9UIJ }u9OJ9d
a?
N_
N
U_
cc
a

RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: B-1
sample Name: classification Total
Survey Date: 06/09/05
----------------
Size (mm) ------------------
TOT # ---------
ITEM % ----------------------------
CUM %
----------------
0 - 0.062 ------------------
19 ---------
19.00 ---------------------------
19.00
0.062 - 0.125 10 10.00 29.00
0.125 - 0.25 13 13.00 42.00
0.25 - 0.50 10 10.00 52.00
0.50 - 1.0 19 19.00 71.00
1.0 - 2.0 14 14.00 85.00
2.0 - 4.0 4 4.00 89.00
4.0 - 5.7 2 2.00 91.00
5.7 - 8.0 1 1.00 92.00
8.0 - 11.3 7 7.00 99.00
11.3 - 16.0 0 0.00 99.00
16.0 - 22.6 1 1.00 100.00
22.6 - 32.0 0 0.00 100.00
32 - 45 0 0.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.05
D35 (mm) 0.18
D50 (mm) 0.45
D84 (mm) 1.93
D95 (mm) 9.41
D100 (mm) 22.6
silt/Clay (%) 19
sand (%) 66
Gravel (%) 15
cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 100.
0
•
1/ 1J
u
a)
E
L
C
W
r
M1
W
U
Rf
a)
ry

O (
co N
aaui=l IUGOJ9d
O
O
O
0
E
E
N_
CD
N
U_
IE
d
U
RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: B-1
sample Name: Entrainment •
Survey Date:
----------- 06/09/05
-----------------
---------
---------------------------
------
size (mm) TOT # ITEM % CUM
-----------------
0 - 0.062 -----------------
0 ---------
0.00 ---------------------------
0.00
0.062 - 0.125 0 0.00 0.00
0.125 - 0.25 0 0.00 0.00
0.25 - 0.50 1 1.00 1.00
0.50 - 1.0 2 2.00 3.00
1.0 - 2.0 16 16.00 19.00
2.0 - 4.0 16 16.00 35.00
4.0 - 5.7 11 11.00 46.00
5.7 - 8.0 7 7.00 53.00
8.0 - 11.3 8 8.00 61.00
11.3 - 16.0 6 6.00 67.00
16.0 - 22.6 18 18.00 85.00
22.6 - 32.0 13 13.00 98.00
32 - 45 2 2.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
362 - 512 0 0.00 100.00 •
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 1.81
D35 (mm) 4
D50 (mm) 7.01
D84 (mm) 22.23
D95 (mm) 29.83
D100 (mm) 45
silt/clay (%) 0
sand (%) 19
Gravel (%) 81
Cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 100.
0
•
0
0
0
rn
r
N
h II
C_ 44
O x
a
m
a?
m
O
co
0
0
co
a
_
.`F_ n
44
x
• O
? (6 O
U=
c'
O Y
c
m
co
U
m
U)
r
I
w
x
c
'o
a
r
c
O
cD
0
,It 0 ce)
0 0
o m co ti
o O 0) 0)
(11) UOIIBA913

o U
to C
:9
0
cu
N
L
0
2
0
M
O
N
0
0
Co to
v
O O O)
171
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: C-1
cross section Name: Riffle
Survey Date: 03/30/05
----------------------------------------------------------------------
Cross section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 3.73 ft
TAPE
FS
ELEV
NOTE
0 3.48 100.25 FP
1 3.69 100.04 FP
3.5 4.16 99.57 FP
4.8 4.41 99.32 FP
7 4.68 99.05 FP
10 4.66 99.07 FP
13 4.78 98.95 FP
18.1 4.72 99.01 FP
26.7 5.16 98.57 FP
30 5.34 98.39 TOB
33 5.81 97.92 LB
34 5.95 97.78 BKF
35.1 6.67 97.06 LEw
36 6.85 96.88 TW
37.1 6.63 97.1 REw
37.7 6.01 97.72 BKF
38.1 5.43 98.3 RB
39.3 5.18 98.55 TOB
42.1 4.81 98.92 FP
46 4.69 99.04 FP
48.5 4.89 98.84 FP
50.8 4.94 98.79 -BKF
51.8 5.3 98.43 -LEw
52.7 5.4 98.33 LB
53.7 5.62 98.11 -TW
54.6 5.38 98:35 -REw
55.5 5.08 98.65 RB
56.3 4.91 98.82 -BKF
58.2 4.85 98.88 FP
60.1 5.12 98.61 FP
61.3 5.49 98.24 FP
62.8 5.25 98.48 TOB
64.1 5.73 98 -BKF
64.6 5.96 97.77 TOB
64.77 0 97.75 BKF
65.4 6.1 97.63 FP
66.8 6.24 97.49 FP
67.8 6.2 97.53 FP
68.1 5.95 97.78 FP
68.9 5.49 98.24 FP
70 5.17 98.56 FP
71.5 4.72 99.01 FP
74 4.75 98.98 FP
80 5 98.73 FP
87 5.1 98.63 FP
93 5.32 98.41 FP
100 5.03 98.7 FP
•
•
•
----------------------------------------------------------------------
cross sectional Geometry
----------------------------------------------------------------------
channel Left Right
Floodprone Elevation (ft) 98.62 98.62 98.62
• Bankfull Elevation (ft) 97.75 97
75 97
75
Floodprone width (ft) 39.21 _ _
Bankfull width (ft) 6.97 3.65 30.36
Entrenchment Ratio 5.63 ----- -----
Mean Depth (ft) 0.38 0.58 0.17
Maximum Depth (ft) 0.87 0.87 0.26
width/Depth Ratio 18.13 6.34 19.12
Bankfull Area (sq ft) 2.68 2.11 0.57
wetted Perimeter (ft) 7.59 4.19 3.46
Hydraulic Radius (ft) 0.35 0.5 0.17
Begin BKF Station 34.05 34.05 37.7
End BKF Station 68.06 37.7 68.06
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: shields curve
channel Left Side Right side
slope 0.0066
Shear stress (lb/sq ft) 0.14
Movable Particle (mm) 8.9
•
0
•
U

0

C
O
_
U
U
a
a

8

C
O
U
Cl)
Cl)
U
U
c-
U
t6
N
ry
aauiJ lu9OJ9d
0
0
0
0
E
E
a?
N
co
a)
U_
f?
•

RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: C-1
. sample Name: Classification Total
Survey Date: 06/23/05
size (mm) TOT # ITEM %
- CUM
-------------------
0 - 0.062 --------------
19 ---------
19.00 ---------------------------
19.00
0.062 - 0.125 0 0.00 19.00
0.125 - 0.25 0 0.00 19.00
0.25 - 0.50 8 8.00 27.00
0.50 - 1.0 6 6.00 33.00
1.0 - 2.0 18 18.00 51.00
2.0 - 4.0 30 30.00 81.00
4.0 - 5.7 13 13.00 94.00
5.7 - 8.0 5 5.00 99.00
8.0 - 11.3 1 1.00 100.00
11.3 - 16.0 0 0.00 100.00
16.0 - 22.6 0 0.00 100.00
22.6 - 32.0 0 0.00 100.00
32 - 45 0 0.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
• 362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.05
D35 (mm) 1.11
D50 (mm) 1.94
D84 (mm) 4.39
D95 (mm) 6.16
D100 (mm) 11.3
silt/Clay (%) 19
sand (%) 32
Gravel (%) 49
cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 100.
0

Q?
E
cu
L
w
r
t
U
U
ca
a)
w

0 0 0 0 0 ' o
0 co f0 N
aaui=l Iu93a9d
0
0
0
0

Cl)
N
U
a
•
0
RIVERMORPH PARTICLE SUMMARY
River Name:
Reach Name:
• sample Name:
Survey Date:
size (mm)
TOT # ITEM % CUM %
0 - 0.062 19 18.63 18.63
0.062 - 0.125 0 0.00 18.63
0.125 - 0.25 1 0.98 19.61
0.25 - 0.50 6 5.88 25.49
0.50 - 1.0 6 5.88 31.37
1.0 - 2.0 22 21.57 52.94
2.0 - 4.0 16 15.69 68.63
4.0 - 5.7 16 15.69 84.31
5.7 - 8.0 14 13.73 98.04
8.0 - 11.3 2 1.96 100.00
11.3 - 16.0 0 0.00 100.00
16.0 - 22.6 0 0.00 100.00
22.6 - 32.0 0 0.00 100.00
32 - 45 0 0.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
362 - 512 0 0.00 100.00
•
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.05
D35 (mm) 1.17
D50 (mm) 1.86
D84 (mm) 5.67
D95 (mm) 7.49
D100 (mm) 11.3
silt/clay (%) 18.63
sand (%) 34.31
Gravel (%) 47.06
cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 102.
valley Fields
C-1
Entrainment
06/15/05
0

(D
E+=
O
C
O
N
U)
0
? LL
U ? a a Cl)
it
O ? ? O + X
I
I
I
I
I
i
I I
I

I
I
I I
I
I
I
I
I

I I
I
i
I I
I
I
i
I I
i
I
I I
I
I
i
I I

I
I
I I
I
m 0) W W CD co
(}}) UOIJen913
co
C.
0
0
m
co
0
t
0
O
0
rn
c
0
c
0
N
O
O
W
RIVERMORPH PROFILE SUMMARY
River Name: valley Fields
Reach Name: D-1
Profile Name: Profile
survey Date: 09/26/05
Survey Data
DIST CH WS BKF P1 P2
-
-
-
--------
0 --------------------------------------------------
---
--
----
89.1 89.88
7.8 88.76
26.3 88.87
51 88.68
58.1 88.73 89.47
75 88.44
90 88.31
97 88.32
Cross section Locations
cross section Name Type Profile station
----------------------------------------------------------------------
Riffle Riffle 58.1
Measurements from Graph
Bankfull slope: 0.00711
variable min Avg Max
S riffle 0 0 0
S pool 0 0 0
S run 0 0 0
S glide 0 0 0
P- P 0 0 0
P length 0 0 0
Dmax riffle 0 0 0
Dmax pool 0 0 0
Dmax run 0 0 0
Dmax glide 0 0 0
Low Bank Ht 0 0 0
Length and depth measurements in feet, slopes in ft/ft.
•

E

N II
C W
x
a
a?
m
I
w
o ?
1 ?
0
? w
c
m
U?
N
cn
N
II
w
N X
C g
O
a
c
0
U
O
I'- to LO Irt m CD 0) 00
m m O> M rn si Q) W co OD
(11) U011BA21:1
0
0
Co
0
co
0
n
0
co
e
a)
r_
L
cu
o w-.
N
0

0
M
O
N
0
r
J Q
00
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: D-1
cross section Name: Riffle
survey Date: 03/25/05
----------------------------------------------------------------------
Cross section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 3.41 ft
TAPE FS ELEV NOTE
----------
0 ---------------
11.14 ---------------
92.27 ------------------------------
7.7 10.9 92.51
13.7 10.81 92.6
18.1 11.13 92.28 LB
20.4 11.73 91.68
21.5 12.46 90.95
22.6 12.71 90.7
23 12.95 90.46
23.35 13.56 89.85 BKF
23.4 14.67 88.74 LEW
24.3 14.73 88.68 TW
25.4 14.66 88.75
26.4 14.69 88.72
27.4 14.55 88.86 REW
27.9 14.3 89.11
28.1 13.94 89.47 -BKF
28.7 13.55 89.86
29.7 13.12 90.29
32 11.44 91.97 RB
35.7 10.8 92.61
37.7 10.18 93.23
40.7 9.28 94.13
44.7 8.46 94.95
49.7 8.31 95.1
54.7 8.02 95.39
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
r1
u
•
channel Left Right
Floodprone Elevation (ft) 91.02 91.02 91.02
Bankfull Elevation (ft) 89.85 89.85 89.85
Floodprone width (ft) 9.3 ----- -----
Bankfull width (ft) 5.33 2.53 2.8
Entrenchment Ratio 1.74 ----- -----
Mean Depth (ft) 0.96 1.12 0.82
Maximum Depth (ft) 1.17 1.17 1.13
width/Depth Ratio 5.54 2.26 3.41
Bankfull Area (sq ft) 5.13 2.83 2.3
wetted Perimeter (ft) 6.79 4.71 4.31
Hydraulic Radius (ft) 0.76 0.6 0.53
Begin BKF station 23.35 23.35 25.88 •
End BKF station 28.68 25.88 28.68
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: Shields Curve
channel
slope 0.0065
Shear stress (lb/sq ft) 0.31
. Movable Particle (mm) 16.6
0
Left side Right side

U
U
a
m
0
H
c
0

L) a
a

8
v ? a

c
O
U
Cl)
is
U
U
cu
a)
ry
JaulJ }u9OJ9d
0
0
0

a?
N_
_U
N

0
RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: D-1
• Sample Name: Classification Total
Survey Date: 06/09/05
Size (mm)
TOT # ITEM % CUM %
0 - 0.062 9 8.74 8.74
0.062 - 0.125 8 7.77 16.50
0.125 - 0.25 9 8.74 25.24
0.25 - 0.50 12 11.65 36.89
0.50 - 1.0 11 10.68 47.57
1.0 - 2.0 29 28.16 75.73
2.0 - 4.0 3 2.91 78.64
4.0 - 5.7 5 4.85 83.50
5.7 - 8.0 5 4.85 88.35
8.0 - 11.3 6 5.83 94.17
11.3 - 16.0 5 4.85 99.03
16.0 - 22.6 1 0.97 100.00
22.6 - 32.0 0 0.00 100.00
32 - 45 0 0.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
• 362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.12
D35 (mm) 0.46
D50 (mm) 1.09
D84 (mm) 5.94
D95 (mm) 12.1
D100 (mm) 22.6
silt/Clay (%) 8.74
sand (%) 66.99
Gravel (%) 24.27
cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 103.
U

C
N
L
C
W
r
C
U
(n

o O O O O o
O co (D tt N
JGUI J IU93J9d
E
E
N_
a)
to
0..
•
0
RIVERMORPH PARTICLE SUMMARY
River Name:
Reach Name:
• Sample Name:
Survey Date:
valley Fields
D-1
Entrainment
03/24/05
Size (mm) TOT # ITEM % CUM
-
-------------------
0 - 0.062 --------------
0 ----------
0.00 --------------------------
0.00
0.062 - 0.125 11 11.00 11.00
0.125 - 0.25 9 9.00 20.00
0.25 - 0.50 10 10.00 30.00
0.50 - 1.0 22 22.00 52.00
1.0 - 2.0 39 39.00 91.00
2.0 - 4.0 2 2.00 93.00
4.0 - 5.7 2 2.00 95.00
5.7 - 8.0 4 4.00 99.00
8.0 - 11.3 1 1.00 100.00
11.3 - 16.0 0 0.00 100.00
16.0 - 22.6 0 0.00 100.00
22.6 - 32.0 0 0.00 100.00
32 - 45 0 0.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
• 362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.19
D35 (mm) 0.61
D50 (mm) 0.95
D84 (mm) 1.82
D95 (mm) 5.7
D100 (mm) 11.3
silt/Clay (%) 0
sand (%) 91
Gravel (%) 9
cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 100.
0
LL
co Cl)
n a a
• O 10. ? O + X
0
L
L
^0
1.1
r
i?
U
N

0
v
0
0
N
O
O
O
O
CD
co E
O V)
(OD
Mn
CD p
0
v
0
m
0
N
O
O
O m oD h CO LO a m N O m w I- O U') at m N O 01 w h (0 to
O O O O O O O O O O m m m m m m m m m m CD (0 CD CD CO
(g) U011BA913
RIVERMORPH PROFILE SUMMARY
River Name: valley Fields
Reach Name: J-1
Profile Name: Pond Tributary
survey Date: 03/24/05
Survey Data
DIST CH WS BKF P1 P2
---
-----
----
--------
0 ------------
108.27 --
-
-----------------------------------
25.5 103.9
37 102.35 102.59 103.83
51 100.06 100.28
54 99.11 99.36
68 98.17 98.35
92 94.9 95.06 96.52
107 90.2 90.32
112 89.98 90.09
Cross Section Locations
cross section Name Type Profile station
----------------------------------------------------------------------
Riffle Riffle 37
Measurements from Graph
Bankfull slope: 0.13295
Variable min Avg Max
-
-----------
S riffle ------------------
0.13956 ---------
0.14928 -------------------------------
0.159
S pool 0 0 0
S run 0 0 0
S glide 0 0 0
P- P 0 0 0
P length 0 0 0
Dmax riffle 0 0 0
Dmax pool 0 0 0
Dmax run 0 0 0
Dmax glide 0 0 0
LOW Bank Ht 0 0 0
Length and depth measurements in feet, slopes in ft/ft.
•
0
0
•
rn
N
C 44
.o x
CL ?q
m
cl)
m
m
N
w
ry 11 .o
• x
r o
c
? w
O Y
c
ca
AUA'' m
•
CO
vII
4-4
x
w ?
c
0
a
v
c
0
C9
0
0 0 0 0 0 0 0 0
T T T T T T T T T T
(}4) U011BA913
0
0
T
0
0
0
co
0
n
0
co
N
C) U
to
-ia
°v C
N
?L
O
2
0
M
N
0
? o
0
0
T
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: 3-1
Cross section Name: Riffle •
Survey Date: 03/24/05
----------------------------------------------------------------------
Cross section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 11.3 ft
TAPE FS ELEV NOTE
---------
0 ----------------
5.71 ----------------
105.59 -----------------------------
FP
10 5.5 105.8 FP
20 5.3 106 FP
27.5 5.09 106.21 FP
36 4.81 106.49 FP
38.7 5.35 105.95 LB
40.5 7.47 103.83 BKF
41 8.73 102.57 LEW
43 8.95 102.35 TW 0.24
45.3 8.71 102.59 REW
47 6.77 104.53 BKF
48 5.63 105.67 RB
57 5.84 105.46 FP
65 6.15 105.15 FP
71 6.33 104.97 FP
---------------------------------------------------------------------- •
Cross sectional Geometry
----------------------------------------------------------------------
Channel Left Right
Floodprone Elevation (ft) 106.01 106.01 106.01
Bankfull Elevation (ft) 104.18 104.18 104.18
Floodprone width (ft) 9.13 ----- -----
Bankfull width (ft) 6.49 3.25 3.24
Entrenchment Ratio 1.41 ----- -----
Mean Depth (ft) 1.39 1.48 1.3
Maximum Depth (ft) 1.83 1.83 1.78
Width/Depth Ratio 4.67 2.2 2.48
Bankfull Area (sq ft) 9.02 4.79 4.23
wetted Perimeter (ft) 8.25 6.06 5.76
Hydraulic Radius (ft) 1.09 0.79 0.73
Begin BKF Station 40.2 40.2 43.45
End BKF station 46.69 43.45 46.69
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: Shields curve
channel Left side Right side
Slope 0.119 •
shear stress (lb/sq ft) 8.09
Movable Particle (mm) 0.0
•
N
4-
O
^L
W
U
C
N
• 4_
ry
N
Cl)
c
O
L
a?
O
J
LL
U m a a a a
• O ? ? O + X
1
I
I
I
I 1
I
1
I
I
I
I I

I
I
I
I
1 I

I
food
I
I
I
1
I I
I
I I
1 1
? I

-
aria-
I
I
I
I
I
1
I I
O O O m co r- to
. (4) UOIJeA91=1
0
0
0
rn
co

O
O
C) cu
(D
c
0
?a
C)
C
B
0
co
N
O
O
LO
O
RIVERMORPH PROFILE SUMMARY
River Name: valley Fields
Reach Name: Lower Onsite Reference
Profile Name: Profile •
Survey Date: 04/28/05
Survey Data
DIST CH WS BKF P1 P2
------------------------
---------
0 -----------
98.337 -----------
98.487 ---------------
0 99.464
3.056 98.178 98.46
5.063 98.139 98.459
6.949 98.068 98.45
9.468 98.313 98.449
12.816 98.29 98.36
17.327 98.116 98.266
21.401 98.197 98.297
27.128 98.726
28.026 98.178 98.288
32.595 97.948 98.118
34.982 97.926 98.136
37.438 98.812
37.986 97.604 97.954
38.126 97.732 97.952
42.704 97.645 97.949
49.289 97.729 97.947 •
53.284 97.739 97.944
54.456 97.657 97.943
57.435 97.917 97.94
63.221 97.869 97.939
66.105 97.856 97.935
68.657 97.883 97.93
70.342 97.765 97.93 98.63
Cross section Locations
cross section Name Type Profile station
----------------------------------------------------------------------
Riffle Riffle 32.4
Pool Pool 70.3
Measurements from Graph
Bankfull slope: 0.009
variable min Avg Max
-------------
S riffle -------------
0.02439 ---------------
0.03875 -----------------------------
0.0576
S pool 0.00103 0.00267 0.0043
S run 0 0 0
S glide 0 0 0
P - P 27.33 31.6 35.87
P length 0 0 0
Dmax riffle 0 0 0
Dmax pool 0.92 1.07 1.22
Dmax run 0 0 0
Dmax glide 0 0 0
•
r
N
y II
c y?
•o x
d
c?
m
a?
m
am ?
ry
a)
U
a n
L
44
a) o
0
a) 2
f a
c
m
tW Y
c
fn m
O
L-
W
0
n
W
x
C
O
a
C
3
O
U
0
O O co O O O
r r r r r r
O O O 0) co
r r r
(q) UOIJen913
0
u?
0
v
0
M
O
N
0
0
0
0
rn
o
co
U
C
o N
0
N
•L
U 2
M
O
N
O
r
O
I CD rn rn
•
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: Valley Fields
Reach Name: Lower Onsite Reference
cross Section Name: Riffle
Survey Date: 04/28/05
----------------------------------------------------------------------
Cross Section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
-----------
0 ------------
0 --------------------
101.433635 ---------------------------
FP
5.63 0 100.04427 FP
10.48 0 99.353643 FP
15.61 0 99.550468 FP
17.83 0 99.391665 LB
18.34 0 99.136562 LB
18.6 0 98.812191 BKF
18.82 0 98.536608 RB
18.85 0 98.072556 LEW
18.89 0 97.604028 TW0.35
19.48 0 97.967711 SB
20 0 98.09341 SB
20.43 0 98.137037 REW
21.98 0 98.459635 PB
23.98 0 98.70343 PB
25.23
i 25.88 0
0 99.159887
99.615354 RB
RB
45.97 0 99.680384 FP
61.44 0 100.21251 FP
68.59 0 100.215003 FP
105.02 0 101.290607 FP
112.17 0 105.056533 FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
channel Left Right
Floodprone Elevation (ft) 100.02 100.02 100.02
Bankfull Elevation (ft) 98.81 98.81 98.81
Floodprone width (ft) 49.9 -
Bankfull width (ft) 5.67 2.84 2.83
Entrenchment Ratio 8.8 ----- -----
Mean Depth (ft) 0.47 0.69 0.24
Maximum Depth (ft) 1.21 1.21 0.46
width/Depth Ratio 12.1 4.1 11.57
Bankfull Area (sq ft) 2.66 1.97 0.69
wetted Perimeter (ft) 6.85 4.44 3.34
Hydraulic Radius (ft) 0.39 0.44 0.21
Begin BKF Station 18.6 18.6 21.44
End BKF Station 24.27 21.44 24.27
--------------------7-------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: shields curve
•
•
a
N 11
c w
•o x
o- A
a?
m
0
U W
? n
44
4- o A
[6 O
LL1^L/, C
M
•? c
0
L
J
u
W
x
3
c
O
a
c
0
cD
O
0
0
v
O
M
r
O
N
0
0
0
0
rn
o 9
co
U
C
O N
0
o O
In 2
VO'
M
O
N
O
0
co 1- O to M N Co rn o r? co In M
O O O O O O O O O O O O rn rn O O
?- r ?-- r r r ?- r r-
(}}) U011BA913
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: Lower Onsite Reference
cross section Name: Pool
Survey Date: 04/28/05
Cross section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
----------
0 -------------
0 --------------------
103.229441 ---------------------------
FP
4.53 0 101.92647 FP
11.44 0 100.219614 FP
17.02 0 99.997169 FP
18.85 0 99.607778 LB
19.55 0 99.356202 BKF
20.27 0 99.041341 LB
20.99 0 98.744335 LB
21.37 0 98.619774 LEW
22.13 0 98.322714 SB
22.84 0 98.336816 Tw0.14
23.86 0 98.424129 SB
24.43 0 98.406489 SB
24.81 0 98.521314 REw
24.93 0 99.087559 RB
25.28 0 99.463573 BKF
26.09 0 99.819967 RB
26.97 0 100.13453 RB
29.42 0 100.267216 FP
48.65 0 100.181317 FP
63.13 0 100.017641 FP
76.46 0 100.728168 FP
85.42 0 103.290572 FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
Channel Left Right
Floodprone Elevation (ft) 100.5 100.5 100.5
Bankfull Elevation (ft) 99.41 99.41 99.41
Floodprone width (ft) 61.81 -
Bankfull width (ft) 5.83 2.92 2.91
Entrenchment Ratio 10.6 ----- -----
Mean Depth (ft) 0.75 0.59 0.91
Maximum Depth (ft) 1.09 1.09 1.08
width/Depth Ratio 7.75 4.94 3.19
Bankfull Area (sq ft) 4.38 1.72 2.66
wetted Perimeter (ft) 6.66 4.21 4.61
Hydraulic Radius (ft) 0.66 0.41 0.58
Begin BKF station 19.4 19.4 22.32
End BKF station 25.23 22.32 25.23
Entrainment Calculations
r ?
•
U
Entrainment Formula: Rosgen Modified Shields curve
•
C
O
4--0
co
U
Cl)
.Cl)
cu
U
a?
U
C
N
N
L
0
U
a
0
H
c
0
U)
N
f0
U

a a
8
? n.
0 00-
aaui=l luaOaad
C.
0
Co
0
0
0
0
0
E
o E
r ?
N_
N
U
co
a
C
r
0
0
0
RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: Lower Onsite Reference
Sample Name: Classification Total
survey Date: 06/09/05
size (mm)
TOT # ITEM % CUM
-------------------
0 - 0.062 --------------
24 ----------
14.91 ---------------------------
14.91
0.062 - 0.125 4 2.48 17.39
0.125 - 0.25 7 4.35 21.74
0.25 - 0.50 13 8.07 29.81
0.50 - 1.0 5 3.11 32.92
1.0 - 2.0 12 7.45 40.37
2.0 - 4.0 4 2.48 42.86
4.0 - 5.7 2 1.24 44.10
5.7 - 8.0 0 0.00 44.10
8.0 - 11.3 6 3.73 47.83
11.3 - 16.0 6 3.73 51.55
16.0 - 22.6 13 8.07 59.63
22.6 - 32.0 27 16.77 76.40
32 - 45 17 10.56 86.96
45 - 64 16 9.94 96.89
64 - 90 4 2.48 99.38
90 - 128 1 0.62 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
• 362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.09
D35 (mm) 1.28
D50 (mm) 14.04
D84 (mm) 41.36
D95 (mm) 60.38
D100 (mm) 127.99
Silt/Clay (%) 14.91
Sand (%) 25.46
Gravel (%) 56.52
Cobble (%) 3.11
Boulder (%) 0
Bedrock (%) 0
Total Particles = 161.
0
•
C
N
E
C
cu
L-
4-0
c
W
a)
U
C
a)
4-
a)
. f%)
c
O
S -
a)
0
J

00 E N ?
O 0
0 C
O ?
aauid IUGOJ9d
E
E
N_
U)
N
V
'C
t6
•

RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: Lower Onsite Reference
. Sample Name: Entrainment
survey Date: 06/09/05
Size (mm)
TOT # ITEM % CUM %
0 - 0.062 0 0.00 0.00
0.062 - 0.125 0 0.00 0.00
0.125 - 0.25 0 0.00 0.00
0.25 - 0.50 3 3.00 3.00
0.50 - 1.0 0 0.00 3.00
1.0 - 2.0 6 6.00 9.00
2.0 - 4.0 3 3.00 12.00
4.0 - 5.7 2 2.00 14.00
5.7 - 8.0 0 0.00 14.00
8.0 - 11.3 6 6.00 20.00
11.3 - 16.0 5 5.00 25.00
16.0 - 22.6 13 13.00 38.00
22.6 - 32.0 25 25.00 63.00
32 - 45 16 16.00 79.00
45 - 64 16 16.00 95.00
64 - 90 4 4.00 99.00
90 - 128 1 1.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
• 362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 9.1
D35 (mm) 21.08
D50 (mm) 27.11
D84 (mm) 50.94
D95 (mm) 64
D100 (mm) 128
Silt/Clay (%) 0
sand (%) 9
Gravel (%) 86
cobble (%) 5
Boulder (%) 0
Bedrock (%) 0
Total Particles = 100.
0
Ll
•
W
4-
O
U
C
4-
re
4-+
0-
Q
U)
U 3 m
• O ?
CL a a a
? O + X

uoiPag ssaO 100 d
/

/

uoi?ag ssoa? a is
/
/
/
O O O m co 0)
O
O
0
0
N
C.
W
O
co
O
n
O
t0
O
S
O
r
O
co
O
N
Co
i
E
C. t6
o N
rn
O
ca
c
C
o
Q
0
O
0
0
v
0
m
0
N
O
O
N
O
• (:4) UOI?eAB1=1
RIVERMORPH PROFILE SUMMARY
River Name: valley Fields
Reach Name: Offsite Reference
Profile Name: Profile •
survey Date: 05/31/05
survey Data
DIST CH WS BKF P1 P2
---------
0 -----------
100.202 -----------
100.252 ---------------------------------------
0 99.88 101.868
2.207 99.305 99.9
2.865 98.997 99.87
13.705 98.708 99.83
20.315 98.834 99.8
24.147 99.281 99.781
29.883 98.287 98.58
30.714 97.711 98.491
32.829 96.931 98.401
40.155 97.029 98.349
43.896 97.736 98.32
49.123 97.942 98.322
51.151 97.596 98.306
56.855 97.169 98.3
62.163 97.033 98.3
71.77 99.843
72.113 97.707 98.287 •
78.99 98.12 98.27
82.959 98.234 98.284
84.848 97.855 97.96
86.728 97.525 97.95
90.797 97.388 97.91
93.277 97.823 97.873
94.542 97.694 97.744
94.77 97.431 97.67
99.114 97.192 97.64
102.093 97.34 97.64
107.015 97.244 97.61
114.502 96.861 97.6
121.32 97.121 97.59
126.011 97.11 97.53
130.567 97.48 98.509
135.004 97.012 97.48
138.757 96.873 97.46
145.252 96.521 97.441
155.689 96.661 97.441
156.63 99.311
158.708 97.38 97.43
Cross section Locations
cross section Name Type Profile station
----------------------------------------------------------------------
Riffle cross section Riffle 36.8 •
Pool cross section Pool 119.7
Measurements from Graph
Bankfull slope: 0.01879
Variable min Avg Max
----------------
-----------
s riffle -------------------
0.00769 ---------
0.05215 ---------------
0.09661
S pool 0.00008 0.00304 0.00709
• S run 0 0 0
s glide 0 0 0
P - P 19.64 33.09 52.43
P length 0 0 0
Amax riffle 0 0 0
Amax pool 2.29 2.96 3.99
Amax run 0 0 0
Amax glide 0 0 0
Low Bank Ht 0 0 0
Length and depth measurements in feet, slopes in ft/ft.
•
0
rn
N
C 44
o x
U)
a?
m
N
N
^` e-I
W II
U 11) y-4
N
N?
N?
Y
C
^' m
W
.'A
O
N
N
r-I
II
44
rn x
C $
O
d
a
c
3
O
•
0
0
0
rn
0
co
O
n
0
0
LO C
o
2
M
O
N
O
r
O
O O co 1- t9 U') -It M N O O co r- co
r O O O O O O O O O O O O O rn
.-- r r .-r r r r r r r r
(4) UOIIBA913
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: Offsite Reference
• Cross section Name: Riffle
survey Date: 05/25/05
----------------------------------------------------------------------
Cross Section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE FS ELEV NOTE
----------------
0
6.36
13.05
18.61
20.5
21.55
22.24
23.08
23.41
23.49
24.84
27.77
28.51
29.89 t
31.89 1
33.51 I
• 34.86 f
35.96 I
36.67 I
37.23 I
37.57 I
39.07 I
41.31 I
43.1
46.96
60.78
-------------------------
I 104.767022
1 103.528339
1 101.585828
1 100.898067
1 100.229325
98.907856
98.643927
98.315006
98.066694
97.49413
97.055847
96.774608
96.931221
97.287454
97.434537
97.644929
97.518464
97.465785
97.680793
98.126823
98.805119
99.110209
99.711185
100.525656
102.94833
106.153169
LB
LB
LB
LB
LB
LB
BKF
LB
LB
LEW
SB
SB
SB
SB
SB
PB
PB
PB
PB
RB
RB
-BKF
RB
RB
RB
FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
channel Left Right
Floodprone Elevation (ft) 100.51 100.51 100.51
Bankfull Elevation (ft) 98.64 98.64 98.64
Floodprone width (ft) 23.34 -
Bankfull width (ft) 15.24 8.55 6.69
Entrenchment Ratio 1.53 ----- -----
Mean Depth (ft) 1.24 1.39 1.06
Maximum Depth (ft) 1.87 1.87 1.29
width/Depth Ratio 12.25 6.15 6.33
Bankfull Area (sq ft) 18.95 11.88 7.07
wetted Perimeter (ft)
. Hydraulic Radius (ft) 16.55
1.14 10.62
1.12 8.5
0.83
Begin BKF Station 22.25 22.25 30.8
End BKF Station 37.49 30.8 37.49
----------------------------------------------------------------------
Entrainment calculations
Entrainment Formula: shields curve
channel Left side Right side
slope 0.0157
shear stress (lb/sq ft) 1.12
Movable Particle (mm) 118.7
•
•
0
•
O
Co
r
0
O
•
M
N II
C
44
a x
m
7
N
>[6
9
0
/0
n
N
V II
C o
? o
,a) a
4
Q? w
Y
l3
m
O
II
4d
x
N ?
G
O
d
a
C
7
O
0
0
O
co
O
It-
CD
(0

c
c?
C) C
O
N
O
2
O
M
O
N
O
O
O O 00 n co LO M N O O 00 1- O
r O O O O O O O O O O O> m O
r r r r r r r r r r r r
(U) U011BA913
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: offsite Reference
Cross Section Name: Pool
survey Date: 05/25/05
------------------------
Cross section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE FS ELEV NOTE
--------------
0 ------------
0 -----------------
105.11301 ---------------------------
LB
19.9 0 102.584248 LB
27.24 0 101.53253 LB
27.7 0 100.924315 LB
28.15 0 98.884348 LB
29.13 0 98.380045 LEW
30.56 0 98.020606 SB
31.44 0 97.990317 SB
31.64 0 96.990304 SB
35.2 0 96.929713 SB
38.33 0 97.500291 SB
39.39 0 97.509693 SB
40.18 0 97.509322 SB
40.22 0 98.273548 REW
40.47 0 99.792851 RB
41.75 0 100.416558 BKF
44.15 0 100.976088 RB
46.4 0 102.338698 RB
49.86 0 104.055726 RB
55.66 0 104.881397 RB
70.79 0 107.506803 RB
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
Channel Left Right
Floodprone Elevation (ft) 103.91 103.91 103.91
Bankfull Elevation (ft) 100.42 100.42 100.42
Floodprone width (ft) 40.1 ----- -----
Bankfull width (ft) 13.95 6.98 6.97
Entrenchment Ratio 2.87 ----- -----
Mean Depth (ft) 2.61 2.69 2.54
Maximum Depth (ft) 3.49 3.48 3.49
width/Depth Ratio 5.34 2.59 2.74
Bankfull Area (sq ft) 36.49 18.78 17.7
wetted Perimeter (ft) 18.39 12.68 12.67
Hydraulic Radius (ft) 1.98 1.48 1.4
Begin BKF station 27.81 27.81 34.79
End BKF station 41.76 34.79 41.76
--------------------------
Entrainment Calculations
----------- ------------ ---------- ----------- -----------------------
•
Entrainment Formula: Rosgen Modified Shields Curve
channel Left side Right side
•
U
a_
cc
0
H
c '
0

? a a
,
to
_
8
v a

C
O
..t--+
cu
U
N
_M
U
U
C
N
4-
N
-+--o

aauid Iu93a9d
0
0
0
0
E
E
N
N_
U)
0)
U_
V-
to
0-
•
0
RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: Offsite Reference
• sample Name: Classification Total
Survey Date: 05/25/05
Size (mm) TOT # ITEM % CUM
-------------
-------------------
0 - 0.062 --------------
14 ----------
12.39 --------------
12.39
0.062 - 0.125 7 6.19 18.58
0.125 - 0.25 5 4.42 23.01
0.25 - 0.50 7 6.19 29.20
0.50 - 1.0 3 2.65 31.86
1.0 - 2.0 5 4.42 36.28
2.0 - 4.0 14 12.39 48.67
4.0 - 5.7 4 3.54 52.21
5.7 - 8.0 6 5.31 57.52
8.0 - 11.3 4 3.54 61.06
11.3 - 16.0 3 2.65 63.72
16.0 - 22.6 7 6.19 69.91
22.6 - 32.0 6 5.31 75.22
32 - 45 2 1.77 76.99
45 - 64 2 1.77 78.76
64 - 90 3 2.65 81.42
90 - 128 2 1.77 83.19
128 - 180 3 2.65 85.84
180 - 256 0 0.00 85.84
256 - 362 3 2.65 88.50
. 362 - 512 0 0.00 88.50
512 - 1024 1 0.88 89.38
1024 - 2048 0 0.00 89.38
2048 - 12 10.62 100.00
D16 (mm) 0.1
D35 (mm) 1.71
D50 (mm) 4.64
D84 (mm) 143.89
D95 (mm) 2048
D100 (mm) 2048
silt/clay (%) 12.39
sand (%) 23.89
Gravel (%) 42.48
Cobble (%) 7.08
Boulder (%) 3.54
Bedrock (%) 10.62
Total Particles = 113.
0
•
N
4-
O
^^L
lL
N
U
C
N
• 4-
N
Cl)
c
O
a?
Q
CL
D
•
? LL
U m
• O ?
a a
? O
Cl)
a
+ X
I
I I
I
Iood
I
I
I
I I
I
I
i
I
I
I
I
I
I
I
I I
?
I? I
I

I
?I
°o m m W
(4) UOI}BA213
to
0
0
0
rn
0
co
C.
0
co
n
E
rn
c
O
co
c
o ?
co
N
0
0
0
rn
RIVERMORPH PROFILE SUMMARY
River Name: valley Fields
Reach Name: Upper Onsite Reference
Profile Name: Profile •
survey Date: 04/28/05
Survey Data
DIST CH WS BKF P1 P2
---------------
---------
0 -----------
97.34 -----------
98.094 ------------------------
2.559 97.661 98.093
3.529 98.889
4.214 97.359 98.093
6.183 97.516 98.092
7.8 97.772 98.092
9.43 97.568 98.048
12.109 97.725 98.045
15.614 97.768 98.044
17.286 97.534 98.044
19 97.505 98.044
23.995 97.548 97.998
24.796 97.97 98.647
27.186 97.578 97.97
31.751 97.624 97.93
34.606 97.521 97.87
38.289 97.479 97.84
42.131 97.335 97.815
44.301 97.039 97.79
46.971 97.229 97.79
51.454 97.258 97.77
52.833 97.33 97.77
55.57 97.479 97.76
57.87 97.21 97.75
60.117 97.75 98.472
60.231 97.17 97.75
64.781 97.147 97.75
70.947 97.258 97.75
73.837 97.524 97.73
78.39 97.396 97.696
80.219 97.114 97.624
84.583 97.32 97.6
87.533 97.145 97.58
90.361 97.197 97.54
Cross section Locations
cross section Name Type Profile station
----------------------------------------------------------------------
Riffle Riffle 12.1
Pool Pool 90.36
Measurements from Graph
Bankfull slope: 0.00726
variable min Avg Max
----------------------------------------------------------------------
S riffle 0.00606 0.00822 0.01113
S pool 0.00021
S run 0
S glide 0
P - P 15.29
P length 0
Dmax riffle 0
•Dmax pool 1.18
Dmax run 0
Dmax glide 0
Low Bank Ht 0
Length and depth measurements
0
0.00352 0.00537
0 0
0 0
25.28 39.96
0 0
0 0
1.38 1.55
0 0
0 0
0 0
in feet, slopes in ft/ft.
0
•
rn
N II
= y?
O X
0.
7
N
W
LL.
W
U
C
? u
L
La x
ca
ry a
LL c
c
4
co
c
O
L -
(D
Q
d,
II
w
x
N .4
c S
"o
n.
a
C
7
O
0 0 0 co
0 0 °o
r
(4) U011B 913
m w n
O rn rn
O
O
v
O
co
O
N
O
O
O
r
O
a1
O
co
U
C
o
ccoo C
N
U') =
O
T
O
co
O
N
O
J O
co
a)
•
0
RIVERMORPH CROSS SECTION SUMMARY
River Name: Valley Fields
Reach Name: Upper Onsite Reference
• cross section Name: Riffle
Survey Date: 04/28/05
----------------------------------------------------------------------
Cross section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
----------
0 -------------
0 --------------------
102.09016 ---------------------------
FP
2.33 0 100.301699 FP
4.41 0 99.971714 FP
7.99 0 99.80182 FP
10.45 0 99.627803 TOB
12.9 0 98.688082 'BKF
14.34 0 98.240371 LB
15.28 0 98.020388 LEw
15.28 0 98.047148 LEW
16.55 0 97.743944 SB
17.83 0 97.62633 SB
19.63 0 97.520556 Tw0.32
20.38 0 97.742316 SB
20.41 0 98.02529 REw
20.79 0 98.514602 RB
21.47
22.52 0
0 99.004797
99.745664 BKF
RB
24.16 0 100.250383 TOB
25.85 0 100.295424 FP
32.26 0 100.308313 FP
34.44 0 100.118627 FP
36.8 0 100.253621 FP
49.99 0 100.039048 FP
60.7 0 100.118224 FP
68.08 0 99.94575 LEw
76.42 0 99.809897 SB
82.98 0 99.871755 REw
90.12 0 100.745819 FP
93.49 0 101.294872 FP
107 0 102.540079 FP
----------------------------------------------------------------------
Cross sectional Geometry
----------------------------------------------------------------------
channel Left Right
Floodprone Elevation (ft) 100.48 100.48 100.48
Bankfull Elevation (ft) 99 99 99
Floodprone width (ft) 85.85 ----- -----
Bankfull width (ft) 9.38 4.78 4.59
Entrenchment Ratio 9.16 ----- -----
Mean Depth (ft) 0.95 0.74 1.16
Maximum Depth (ft) 1.48 1.29 1.48
width/Depth Ratio 9.91 6.49 3.94
Bankfull Area (sq ft) 8.87 3.53 5.34
wetted Perimeter (ft) 10.28 6.28 6.57
Hydraulic Radius (ft) 0.86 0.56 0.81
Begin BKF station 12.09 12.09 16.87
End BKF Station
21.46 16.87 21.46
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: shields Curve is
Channel Left side Right side
slope 0.008 0 0
shear stress (lb/sq ft) 0.43
Movable Particle (mm) 23.9
•
is

Upper Onsite Reference Pool
O Ground Points ? Bankfull Indicators ? Water Surface Points
Wbkf = 8.9 Dbkf = .7 Abkf = 5.9
105
104
103
102
101
C
O
O
aa) 100 -
W
99
98
97
96
95
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Horizontal Distance (ft)
RIVERMORPH CROSS SECTION SUMMARY
River Name: valley Fields
Reach Name: Upper Onsite Reference
cross section Name: Pool
Survey Date: 04/28/05
Cross section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
0 0 100.523565 FP
13.97 0 99.371104 FP
15.9 0 98.740465 FP
17.45 0 98.665072 FP
20.65 0 98.938576 FP
22.17 0 99.112866 FP
23.77 0 99.068447 FP
24.09 0 98.849853 PB
26.6 0 98.546811 PB
28.04 0 98.291457 PB
28.57 0 97.989592 PB
30.09 0 97.864226 PB
31.33 0 97.717979 LEW
32.5 0 97.469334 SB
33.09 0 97.299329 SB
33.54 0 97.196627 Tw0.52
34.37 0 97.135388 SB
34.45 0 97.7723 REW
34.58 0 98.433191 RB
35.63 0 98.532056 BKF
36.5 0 99.342247 RB
38.73 0 100.036123 TOB
42.2 0 100.116144 FP
46.9 0 99.597758 LEW
48.66 0 99.614636 REW
49.84 0 99.912499 FP
62.12 0 99.672042 LEW
68.32 0 99.811139 REW
85.65 0 100.530738 FP
94.29 0 102.009969 FP
Cross sectional Geometry
Channel Left Right
Floodprone Elevation (ft) 99.92 99.92 99.92
Bankfull Elevation (ft) 98.53 98.53 98.53
Floodprone width (ft) 58.23 ----- -----
Bankfull width (ft) 8.91 4.46 4.46
Entrenchment Ratio 6.53 ----- -----
Mean Depth (ft) 0.66 0.46 0.86
Maximum Depth (ft) 1.39 0.79 1.39
width/Depth Ratio 13.53 9.66 5.21
Bankfull Area (sq ft) 5.87 2.06 3.82
wetted Perimeter (ft) 10.2 5.36 6.42
Hydraulic Radius (ft) 0.58 0.38 0.59
Begin BKF Station 26.69 26.69 31.15
•
•
•
End BKF Station 35.61 31.15 35.61
----------------------------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
i Entrainment Formula: Rosgen modified shields curve
slope
shear stress (lb/sq ft)
Movable Particle (mm)
0
channel Left side Right side
0
Upper Onsite Reference Classification
A Classfcation Total (PC)
L
u-
U
L
N
a
0 Riffle (PC)
? Pool (PC)
Particle Size (mm)
0
0.01 0.1 1 10 100 1000 10000
RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: Upper Onsite Reference
is sample Name: Classification Total
survey Date: 03/29/05
size (mm) TOT # ITEM % CUM
-------------------
0 - 0.062 --------------
10 ----------
9.52 ---------------------------
9.52
0.062 - 0.125 13 12.38 21.90
0.125 - 0.25 7 6.67 28.57
0.25 - 0.50 21 20.00 48.57
0.50 - 1.0 18 17.14 65.71
1.0 - 2.0 20 19.05 84.76
2.0 - 4.0 2 1.90 86.67
4.0 - 5.7 3 2.86 89.52
5.7 - 8.0 2 1.90 91.43
8.0 - 11.3 1 0.95 92.38
11.3 - 16.0 0 0.00 92.38
16.0 - 22.6 4 3.81 96.19
22.6 - 32.0 2 1.90 98.10
32 - 45 2 1.90 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362
• 362 - 512 0
0 0.00
0.00 100.00
100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.09
D35 (mm) 0.33
D50 (mm) 0.54
D84 (mm) 1.96
D95 (mm) 20.54
D100 (mm) 45
silt/Clay (%) 9.52
Sand (%) 75.24
Gravel (%) 15.24
cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 105.
0
Upper Onsite Reference Entrainment
100
ao
L
L-
U
L
LL
4
20
0
0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
0 0 .0
RIVERMORPH PARTICLE SUMMARY
River Name: valley Fields
Reach Name: upper Onsite Reference
• Sample Name: Entrainment
Survey Date: 03/29/05
Size (mm) TOT # ITEM % CUM %
-----
-------------------
0 - 0.062 --------------
2 ----------
2.00 ----------------------
2.00
0.062 - 0.125 8 8.00 10.00
0.125 - 0.25 5 5.00 15.00
0.25 - 0.50 10 10.00 25.00
0.50 - 1.0 8 8.00 33.00
1.0 - 2.0 24 24.00 57.00
2.0 - 4.0 0 0.00 57.00
4.0 - 5.7 1 1.00 58.00
5.7 - 8.0 4 4.00 62.00
8.0 - 11.3 7 7.00 69.00
11.3 - 16.0 11 11.00 80.00
16.0 - 22.6 9 9.00 89.00
22.6 - 32.0 9 9.00 98.00
32 - 45 2 2.00 100.00
45 - 64 0 0.00 100.00
64 - 90 0 0.00 100.00
90 - 128 0 0.00 100.00
128 - 180 0 0.00 100.00
180 - 256 0 0.00 100.00
256 - 362 0 0.00 100.00
S 362 - 512 0 0.00 100.00
512 - 1024 0 0.00 100.00
1024 - 2048 0 0.00 100.00
2048 - 0 0.00 100.00
D16 (mm) 0.28
D35 (mm) 1.08
D50 (mm) 1.71
D84 (mm) 18.93
D95 (mm) 28.87
D100 (mm) 45
silt/Clay (%) 2
sand (%) 55
Gravel (%) 43
Cobble (%) 0
Boulder (%) 0
Bedrock (%) 0
Total Particles = 100.
?J
•
•
•
•
I.
? e
3200 Wellington Court. Suite G
Raleigh. North Carolina 27615
919-954-1514
Fax [phone]
June 27, 2005 RECEIVED
K.imley-Horn & Associates
PO Box 33068
Raleigh, NC 27636
Attention: Mr. Jason Diaz
Reference:. Valley Fields Farm
Dear Sir:
JUN 2 9 2005
Civil Department ssoc.
GeoTechnologies has detennined the grain size distribution on the material
delivered to our office by Kimley-Horn & Associates, Results for the tests are included
with this submittal. The samples have been saved, and can be picked up if needed.
GeoTechnologies appreciates the opportunity to be of service to Kimley--Horn &
Associates. Please contact us if you have any questions regarding this submittal.
Sincerely,
•
?J
GeoTechnologies, Inc,
Christopher A. Smith
Laboratory Manager
G.
Geotechnicol and Construction Moteriols Testing Services
U.S. Standard Sieve Sizes
a H
#4 #10 #20 #40 #60 9100 ;020n
1
00
g0
80
70
60
50
40
30
20
10
0
-flT
100 8 6 4 2 10 8 6 4 2 1 8 6 4 2
0,1 8 6 4 2 0,01 8 8 4 2 0.0018 fi
2
t
ai
to
a
c
LL
C
m
v
m
CL
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE
I

SILT SIZES

CLAY SIZES
Boring No. Elev./Depth Nat. W.C. L.L. P.L. P.I. S.11 D scrilztIon ClassIfication
GRAIN SIZE DISTRIBUTION

B-1 Subpavement Brown Fine to Medium Sand with Fine Gravel
[,,m:'CeoTechnol 1 1
Pralect:

'
Job No.: 1-01-0743-CA
orn Lab Work
IK
mely H
Valley Fields Farm
Date: 6122105
• • 0
•
U.S. Standard Sieve Sizes
#4 #10 #20 #40 #60 #100 #200
•
Boring No. EIWOopt6 Nat. W.C. LL P.I.. Pd. Sall Pateilptlan •-
"

Bar 8 --
Brown Coarse to Medium Sand DRAIN
i E t?ISTRIBUTI4N
E-4 i
Pro ect• Job No.: 1-01-0743-CA
i5i'ely Horn Lab Work
Valley Fields Farm
Date: 6/22105
U.S. Standard Sieve Sizes
? tV Op
#4 #10 #20 #40 #60 9900 #200
m
M
L
d
LL
c
d
a.
20
10
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring Na. Elev./Depth Nat. W.C. L.L. P.L. P.I. Soil io
GRAIN SIZE DISTRIBUTION

A-2 Pavement Brown Medium to Coarse Sand \:..,:
• i 11 "
Pro'ec?t: Job No.: 1-01-0743-CA
KimeTy Horn Lab Work
Valley Fields Farm
Date: 6/22105
• • •
• . •
U.S. Standard Sieve Sizes
#4 #10 #20 #40 #60 #100 #200
00
90
80
TO
'0
60-
40
30
20
10
0
100 8 6 4 2 10 8 6 4 2 1 8 6 4 2 Q,1 8 6 A 2 0.01 8 6 4 2 0,0018 6
Grain Size In Millimeters
y
o?
T
m
a
e
ii
c
a
U
a
a.

GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring No. EIevJDepth Nat. W.C. L.L. P.L. P.1. o Description

B-1
Pavement
Brown Medium to Coarse Sand with Fine Gravel GRAIN SIZE DISTRIBUTION
\ ..

Proiect
. Job No.: 1-01-0743-CA
_
H
iK mei
L
b W
orn
ork
y
a
Valley Fields Farm
Date: 6/22105
m
a> e- `"' #4 #10
1
U.S. Standard Sieve Sizes
#20 #40 #60 9100 #2nn
00 ---
90
80
70 N I
60
50
40
30
20
10
0 If lflT-.
100 e 6 4 z 10 s 6 A 2 1 6 6 4 z 0,1 a 6 4 z
0.01 s 6 4 2 0.0016 6
t
m
d
c
U.
c
m
v
v
o.
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boling No. Elev./Depth Nat. W.C. L.L. P.L. P.I. Sall DescriRtIon or Classification
GRAIN SIZE DISTRIBUTION

A-2 Subpavement Brown Coarse to Medium Sand
• 1 Ii
Pro'ect: Job No.: 1-01-0743-CA
ime y Horn Lab Work
Valley Fields Farm
Date: 6/22105

0 0
U.S. Standard Sieve Sizes
#4 #10 #20 #40 #60 #100 #200
•
80
s
m
m
m
c
a
c
d
v
a
G.
30
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring Na, EIevJDepth Nat. W.C. LL P.L. P.I. Sol, Description or Classification

Reach Bar
Brown Coarse to Medium Sand GRAIN SIZE DISTRIBUTION
?. • 1 11
_Prol'e-ct• Job No.: 1-01-0743-CA
Kmely Horn Lab Work
Valley Fields Farm
, Date: 6122105
U.S. Standard Sieve Sizes
2" 1112" #4 SID am ildn *rn o-inn #Fnnn
1
M
n,
OD
m
C
ut
cC
N
L
QI
a
lot
1
4
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring No. ElevMepth
G-1 Subpavement
Promo ect:
IK'm-e y Morn Lab Work
Valley Fields Farm
Nat. W.C. I L.L. I P.L. I P.I.
GRAIN SIZE DISTRIBUTION
Brown Fine to Coarse Sand with Coarse to Fine
Gravel
• 1 11
Job No.: 1-01-0743-CA
Date: 6/22105

• 0
U.S. Standard Sieve Sizes
Z! !e
.- M #4 #10 #20 #40 #60 #100 #200
•
rn
?i
a
m
M
d
G
U.
M
C
d
u
d
CL
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring No. EIev.lDepth Nat W.C. LL P.L P.i. Soil to

A-1
Bar
Brown Fine to Medium Sand GRAIN SIZE DISTRIBUTION
\ :.
• 1 11
?::::;:::.:-:;..
Project Job No.: '! -09-0743-CA
?
iK mel
Horn Lab Work
y
Valley Fields Farm
Date: 6122105
U.S. Standard Sieve Sizes
2" 1112" #4 910 92n ildn Mn III nn ttjnn
1
00-
90
80-
70-
so
40
30
20
10
0
100 8 6 4 2 10 8 6 4 2 1 a 6 4 2
0.1 8 6 4 2 0.01 8 6 4 2 0.0018 6
rn
al
a
c
tL
C
a
V
a
a
Grain Size In Millimeters
GRAVEL SAND FINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring No. Elev./Depth Nat. W.C. L.L. P.L. P.I. -Description a i Sol
GRAIN SIZE DISTRIBUTION
G 1
- Pavement Brown Coarse to Fine Gravel with Sand

Pro'ect: Job No.: 1-01-4743-CA
ime y orn Lab Work
Valley Fields Farm
Date: 6122105
- -
•
•
0
K
-7 W01"Nak
• Soil, Water, & Environment
Group
June 29, 2005
Mr. Chad Evenhouse
Kimley-Horn and Associates, Inc.
PO Box 33068
Raleigh, NC 27636-3068
Soil, Water, & Environment Group, LLC
Research Building 1, Centennial Campus
loot capability Drive, Suite 312 • Raleigh, NC 27606
Ph#;(919)8314234 • Fax# (9..19),831-1121 • http://www.swegip.wm
-DRAFT-
Re: Soil Analysis and Evaluation for the Rich Fork Stream and Wetland EEP
Mitigation Project Site
Dear Mr. Evenhouse,
The following is a description of the data set included with this correspondence related to
the Davidson County Wetland Restoration Site:
Soils Descriptions
On June 15th, 2005, SWE Group personnel investigated the Rich Fork Stream and
• Wetland EEP Mitigation Project Site to confirm NRCS soil survey mapping data, record
detailed soil descriptions for selected areas representing different landscape positions
across the site to determine the extent of hydric soils for the purpose of wetland
restoration site criteria. A series of hand augerings were accomplished across selected
areas of the proposed wetland restoration and reference sites at depths of approximately
24-36 in. Detailed soil descriptions included depth of horizon, color, texture, structure,
and consistence were recorded (enclosed).
The site specific soil descriptions included in this report are most similar to Chewacla
loam and Oakboro silt loam type series soils as described by the Davidson County Soil
Survey (MRCS, 1994) with some variations in texture, color, and redoximorphic features.
However, some descriptions are most similar to Wehadkee loam series soils described in
other county surveys. These series soils are somewhat poorly drained and frequently
flooded from riverine systems and toeslope drainage. Subsoil consists of loamy and silty
clay textured soils. These soils are found on nearly level flood plains along creeks and
drainageways. Permeability is moderate for these soil series. The subsoil is
characterized by a clay or silty clay that restricts water movement between 3 and 33
inches below the soil surface. Seasonally high water tables are found below the soil
surface between .5 and 1.5 feet for the Chewacla and Wehadkee and 1 to 2 feet for the
Oakboro series soils.
0
• Overall, the areas investigated have hydric soils and are suitable for wetland restoration. Strong
redoximorphic features are present indicating seasonally high water tables and frequent flooding
from the nearby streams. Currently the fields investigated are in pasture and have hydric
vegetation volunteering among other herbaceaous vegetation. In addition, wrack lines were
observed from recent flooding. The high ridge delineated out of the wetland restoration area due
to non-hydric soil inclusions was approximately correctly identified. As seen in soil boring SB-
1 C, the water table was not present and soils were borderline 2/3 chroma. Minor grading in this
area less than or equal to 6 in. (USACE Guidance) would most likely result in a change to more
hydric conditions and an elevated water table similar to adjacent soil areas.
Let me know if you have any questions concerning the enclosed soil data and discussion. We
look forward to continuing to work with you on this project.
Sincerely,
SOILS -**'-A
S. Erect,
• r 1236 1
Avow G
J
Scott J. Frederick, El, NCLSS
Environmental Scientist
a
Group
Research Building I, Centennial Campus
1001 Capability Dr., Suite 312
Raleigh, NC 27606
Ph [phone]
Fax[phone]
Cell [phone]
sifrederick(d?swegp. coin
www.sweerp.com
Encl: soils data
SCOTT J. FREDERICK t
(ERTIFIED PROFESSIONAL ? j'
rQ SOIL SCIENTIST r
`p$Sq?_. EX?
0
•
So•I Vvat?
Group uoup ariconm`at Soil investigation Data Sheet
Soil Boring: REF-1
Location: Rich Fork EEP Site (Reference) Date:
Elev.:
•- •
Structure
Main Colors Moist & Wet Ped Hoizon
Horiz. Depth in. moist Mottles Texture Grade Class Type Consist. Coatings Boundary Other Remarks
many, Ig. coarse
10YR 511 prom. 7.5YR sandy clay ox. root chns., prom. mottles, some roots, wt. <6 in., coarse
A 0-6 gray 5/8 stn g. bm. loam weak fine ran. slt, sticky clear sand on to
many, Ig.,
10YR 4/4
10YR 5/1 dk.ylws.brn.
gray, 10YR & 7.5YR 5/8 coarse
E/Bt1 6-12 5/3 bm. stn g. bm. sanc clay weak med. ran. sit. stick es clear wavy Mn conc., saturated, few roots
Ig., prom.,
10YR 511 10YR 4/4 &
gray, 10YR IOYR 7/6 coarse
Bt2 12-36 5/3 bm. Iw. sand clay weak med. sub. blk. sticky es clear abrupt sat., I g. mottles, coarse sand, ravel, Mn. conc.

0 0 0
soap&ts.t
Group Soil Investigation Data Sheet
Soil Boring: SB-1
Location: Rich Fork EEP Site Date: 6/15/2005
County: Davidson Investigator(s): SJF
Lat./Long.: gps Elev.:
Parent Material: fluvial sediments Drainage (Wetness) Class: ooodv drained
Structure
Main Colors Moist & Wet Ped Hoizon
-
Horiz. Depth in. moist Mottles Texture Grade Class Type Consist. Coatin s Boundary Other Remarks
10YR 3/2
v.dk.grys.brn., friable, sit.
A 0-3 dk, brn. silt loam weak fine ran. stic clear abrupt man roots, saturated
sit.
10 YR 6/1 Prom. 10YR coarse friable/firm,
Bt1 3-18 gray 5/8 stn g. bm. sand loam weak med. sub. A. sticky es clear abrupt some large roots, ox. root chns.
Prom. 10YR
5/8 stng.
bm.,10YR sit.
10 YR 6/1 4/2 soars sandy friable/firm,
Bt2 18-24 ra dk. s.bm. cla weak med. sub. bik. stic es clear wa I g. single rained tz. and large gray sand pockets, w.t >6 in.

Solt, Water, Group imnmrnt
-Sol-11 nvestigation Data Sheet
Soil Boring: SB-1B
Site Date: 6/15/2005
drained
Aspact: N Water Table: > 18 in.
Landscape Position: floodplain
Structure
Main Colors Moist & Wet Ped Hoizon
Horiz. Depth in. moist Mottles Texture Grade Class Type Consist. Coal s Boundary Other Remarks
10 YR 4/1 dk. Prom. 10YR
A 0-3 gray 5/8 stn g. brn. silt loam weak fine ran. friable clear man roots
Prom. 10YR
5/8 stng.
10 YR 6/1 bro., 10YR sandy clay sit. friable,
Btl 3-12 gray 6/6 bms. Iw. loam weak med. sub. blk. sit. stick es clear wavy some roots, ox. root chns.
10 YR 6/1 10YR 6/6 sandy clay sit. firm, sit.
Bt2 12-24 gray bms. iw. loam weak med. sub. blk. sticky es clear wavy some roots, wt. >18 in.
'note this description for the referenced location represents a similar profile of
other plots in similar landscape positions and is not intended to be a unique soil
description.
•
Sod,.\vale Group
Group nmeat Soil Investigation Data Sheet
Soil Boring: SB-162
0
6/15/2005
Structure
Main Colors Moist 8r Wet Ped Hoizon
Horiz. De nth in. moist Mottles Texture Grade Class Type Consist. Coatin s Boundary Other Remarks
10 YR 411 dk. Prom. 10YR
A 0-3 gray 5/8 stn g. brn. silty loam weak fine ran. friable clear man roots
Prom. 10YR
5/8 stng.
10 YR 6/1 bm., 10YR sandy clay sit. friable,
Bt1 3-12 gray 6/6 bms. Iw. loam weak med. sub. blk, sit. stick es dear wa some roots, ox. root chns.
10 YR 611 10YR 6/6 sandy clay sit. firm, sit.
Bt2 12-24 ra bms. Iw. loam weak med. sub. Wk. sticky es clear wavy some roots, wt. >18 in.

L 'note this description for the referenced location represents a similar profile of
other plots In simiiar landscape positions and is not intended to be a unique soil
description.
0 0 0
map Soii Investigation Data Sheet
Soil Boring: SBAC
Location: Rich Fork EEP Site
Elev.:
Structure
Main Colors Moist & Wet Ped Hoizon
Horiz. Depth in. moist Mottles Texture Grade Class Type Consist. Coatings Boundary Other Remarks
many,
10YR 4/2-3 distinct 10YR
A 0-3 dk. s.bm. 518 stn .bm. silty loam weak fine ran. friable clear wavy ox. root chns., mottles
few faint
10YR 5/8 &
10YR 6/3 10YR 6/6 some oxidized root chns., pockets of 10YR 3/3 dk. brn. sandy
E 3-10 ale brn. bm. Iw. sand loam weak fine ran. friable clear wavy loam
Ig. prom.
10 YR 6/1 10YR 6/6 sandy clay
Bt 10-24 ra bm. Iw. loam weak med. sub. blk. friable clear wavy Mn. concert.

•
Soit.ltiGtoup tonment Soil Investigation Data Sheet
Croup
• •
Soil Boring: SB-1D
Location: Rich Fork EEP Site Date: 6/15/2005
County: Davidson Investigator(s): SJF
Lat./Long.: gps Elev.:
fluvial sediments
moist
N Water Table: > 24 in.
floodDlain
Structure
Main Colors Moist S Wet Pod Hoizon
Horiz. De th in. moist Mottles Texture Grade Class Type Consist. Coatings Boundary Other Remarks

A
0-3 10YR 4/1 dk.
ra 10YR 5/8
stn g. brn.
silty loam
weak
fine
ran.
friable
clear wa
ox. root chns., man roots

Bt1
3-18 10YR 6/1
ra 10YR 5/8
stn g. brn. sandy clay
loam
weak
med.
sub. blk,
friable
clear wavy
dark gray silt pockets, oxidiz. root chns., iron conc.

t2

8-24

10YR 6/1
ra 10YR 5/8
stng. bm.,
10YR 6/6
bms. iw.

and loam

eak

ed.

an.

riable

lear wavy

oarse sand pockets

BC
24+
Iw. 10YR 3/3 dk.
bm.
coarse sand
weak
med.
ran.
friable
clear wavy
very coarse sand

•
soa, yr &>a;.?,n
map Soil Investigation Data Sheet
Soil Boring: SB-2R
Site

•
Structure
Main Colors Moist & Wet Ped Hoizon
Horiz. Depth in. moist Mottles Texture Grade Class T e Consist. Coatin s Bounda Other Remarks
few, distn.,
10YR 4/2, 10YR 5/8
A 0-3 dk. s.bm. Iws.bm. silty clay weak fine sub. blk. sit. stick clear wavy man roots, oxidized root chns.
few, distn.,
10YR 5/1 10YR 5/8 silty clay
E 3-6 ra Iws.bm. loam weak fine sub. blk. sit. sticky es clear wavy some roots
many, distn,
10YR 5/8
Bt1 6-18 2.5Y 6/1 gray Iws. bm. sand clay weak med. sub. blk. stic es clear abrupt prominent mottles
many, distn,
10YR 5/8
ylws. brn.,&
2.5Y 6/1 gray, 10YR 7/6
Bt2 18-36 & 10YR 4/4 Iw. sand cla weak med. sub. blk. sticky es clear wavy w.t. 18 in., prom. mottles, gray sand pockets
0 0
•
So Group Group O°1tliC Soil Investigation Data Sheet
Soil Boring: SB-2w
Location: Rich Fork EEP Site
6/15/2005
Structure
Main Color Moist & Wet Ped Hoizon
Horiz. Depth In. moist Mottles Texture Grade Class Type Consist. Coatin s Boundary Other Remarks

A
0-3 10 YR 4/1 dk.
gray Prom.10YR
5/8 stn g. bm.
silty loam
weak
fine
ran.
friable
clear
man roots

t1

-12

10 YR 6/1
gray Prom. 10YR
5/8 stng.
bm., 10YR
6/6 bms. Iw.

sandy clay
loam

eak

ed.

ub. blk.

sit. friable,
sit. sticky

s

ear wavy

ome roots, ox. root chns.

Bt2
12-24 10 YR 6/1
gray 10YR 616
bms. Iw. sandy clay
loam
weak
med.
sub. blk. sit. firm, sit.
sticky
es
clear wavy
some roots, wt. >18 in.

•
soawsrK , & r??.r
Group Soil Investigation Data Sheet
Aspect:
Landscape Position:
• •
b Water Table: > 18 in.
tnP elnnP
Structure
Main Colors Moist & Wet Ped Holzon
Horiz. Depth in. moist Mottles Texture Grade Class Type Consist. Coatin s Boundary Other Remarks

A
0-2 10 YR 4/2 v.
dk. grys. bm.
silty loam
weak
fine
ran.
friable
clear wavy
ox. root chns., man roots

/Bt1

-12

10 YR 6/1
gray Prom. 10YR
5/8 sing.
bm., 10YR
6/6 bms. Iw.

sandy clay
loam

eak

ed.

ub. blk.

riable

lear wavy

x. root chns.

Bt2
12-24 10 YR 6/1
gray 10YR 616
bms. Iw. sandy clay
loam
weak
med.
sub. blk.
sit. firm
es
clear wa large gray sand pockets, single quartz gravel, charcoal deps.,
wt. saturation - 18 in., Mn. de s.

Parent Material: fluvial sediments Drainage (Wetness) Class: Dooriv drained

•
•
a
m
z
v
x
w
0

I.
XC

'TJ

d <
m w
?
C
a m ?

o ~n
o ?
C?
-
o °

w
m
?
O D..
N 0 P% G

? a

O
O
Cy
-s
Y
Z7
w
..#
-0 -0
F } Z N n CD z
CD - oz,
(D CD -
14
ti + t (n (D
a „ r pF may,.. p CD
,
7, ;c
- -y x
71
x ? a
'L
s
1
aw
•? M
R
.
e.
y1? 4? r'.q.l ? 'Z ? _ : > + 7R' •.. `,? ? .?. ?yi^. ,: J.ii+a. s .?.
' ?•,
kii
;Ilk
•` 'Sit' :a .`'•0r y,: r ?..
.
e • a ? /i . ?` y. 3 ?.. ..,? vi -3 'k .. .r.,tie '? ? _ ?3 • 'K'.`4 ter:.
I .v,y,. R hen F'w}. C-
J J
2`
'.,.."IL w _ _ i??, x;:43 •t•" '?? qp` ..4:?_
ie, .•- n,
ice - _;i{• ` - •.., "L '• .i -. 7,$d4w, _t s,. •L
y • a'1 ? < / - ? ? ? ? ,< .. ':t'om' v. s ?' .
m
-n -n
-nn can
;s ?1 ? s ,
D ?1
h
b ^ " Wt
i4 D n-c
Ile • -rY r• W
--.a`y,', we
y.
?fYi y?L may' .. ?V? i? '
s
v N w Y, r
%
KIP
ui i`6+v"""R:a>•h'. ;` . kl'`'yA* K.:. _ Z.'rir
kk*
-M 71
:?cF yr: t??• ..? ?! ''y"e°+ ti4 ?o- ;. ? ?#_????,9'?, .a `?
cw,
_.r._- `. f, _S- * a t r? . ? V = »?^ y ? .. ? ??? r ?._?? e4. ?i. k•` ? s -fC ? ? ?',?. ? >1•_ _ .?r, "` ,roc
.60' CD 2) r_
O N N O i? ?'
t CD (D (D (D
0 CD 0 g,
r
0. 7 O
O (D O .J? "••Y ....t '`•'' . f yam; ' v -'tia' ",` _ /,,? =°'?r 4. ?"" 3 y. .?, {
r`
Jim.
CD 0
CD CD
CD 7
r J!"` r 00 O 3 O N. N +1..3, J.t i?w c "+. ?"•.' ^? 4 ...' +. w` w'° , es. ice' ..
79
w
CD CD
0 =r
CD 5Dr CD
a - ?°?r,.?e "?` •`, ?y `?,}???„?.t ??;;n ti+:,?r_.
-or

NCDA&CS;A mic.Division;.. Phone: [phone] Web Site:'M'%V.nca' ,agronomi% Report No: 94
Groz . Diaz, Jason Copies To:
;1 '-

T
S 3001 Weston Parkway
Cary, NC 27513

. . o
il
est Report
Farm: VFF
6/16/2005 SERVING N.C. RESIDENTS FOR OVER 60 YEARS Davidson County
Agronomist Comments R - 11, $
Field Information Applied Lime Recommendations
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P2O5 K2O Mg Cu Zn B Mn See Note
VFF1A 1st Crop: Roadside Grass, M 0 70-90 50-70 20-40 0 0 0 0
2nd Crop: Hardwood,M 0 80-120 50-70 20-40 0 0 0 11
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-I KI Ca% Mg% Mn-I Mn-AI(1)Mn-AI(2) Zn-I Zn-AI Cu-I S-I SS-I N03-N NH4-N Na
MIN 0.22 1.22 8.6 87.0 1.1 6.2 7 21 64.0 21.0 551 345 137 137 101 22 0.1
, Field Information Applied Lime Recommendations
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P2O5 K2O Mg Cu Zn B Mn See Note
VFF1B 1st Crop: Roadside Grass, M 0 70-90 70-90 50-70 0 0 $ pH$
2nd Crop: Hardwood,M 0 80-120 70-90 50-70 0 0 $ 11
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-1 K-I Ca% Mg% Mn-I Mn-AI(1)Mn-AI(2) Zn-I Zn-AI Cu-I S-I SS-I N03-N NH4-N Na
MIN 0.36 1.30 8.8 91.0 0.8 6.7 0 11 67.0 23.0 530 324 25 25 43 15 0.1
Field Information Applied Lime, `Recommendations
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P205 K20 Mg Czi Zn B Mn See Note
VFF2A 1st Crop: Roadside Grass, M 0 70-90 30-50 20-40 0 0 0 0
2nd Crop: Hardwood,M 0 80-120 30-50 20-40 0 0 0 11
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-I KI Ca% Mg% Mn-1 Mn-AI(1)Mn-A1(2) Zn-I Zn-AI Cu-I S-I SS-1 N03-N NH4-N Na
MIN 0.36 1.08 7.9 85.0 1.2 6.1 19 23 57.0 27.0 177 122 75 75 48 18 0.1
Field Information:, Applied Lime ;Recommendations
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P205 K2O Mg Cu Zn B Mn See Note
VFF2B 1st Crop: Roadside Grass, M 0 70-90 50-70 40-60 0 0 $ 0
2nd Crop: Hardwood,M 0 80-120 50-70 40-60 0 0 $ 11
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-I K-I Ca% Mg% Mn-I Mn-AI(1)Mn-A1(2) Zn-I Zn-AI Cu-1 S-1 SS-1 N03-N NH4-N Na
MIN 0.27 1.16 6.4 84.0 1.0 6.3 11 14 55.0 29.0 234 153 25 25 45 14 0.1

INC UA&GJ A me a visio n rnone: l1,J) i53-Eb77 wee,31te: www.itcagr /i gruuuiui/
Field Information. Applied Lune Recommendations _
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P205 K20 Mg Cu Zn B Mn See Note
VFF3A 1st Crop: Roadside Grass, M 0 70-90 70-90 40-60 0 0 0 .0
2nd Crop: Hardwood,M 0 80-120 70-90 40-60 0 0 0 11
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-1 K-I Ca% Mg% Mn-I Mn-A1(1)Mn-AI(2) Zn-I Zn-AI Cu-1 S-I SS-1 N03-N NH4-N Na
MIN 0.27 1.09 10.3 90.0 1.0 6.3 1 12 62.0 27.0 188 125 65 65 81 14 0.1
Field Information Applied Lime ' Recommendations
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P205 K20 Mg Cu Zn B Mn See Note
VFF3B 1st Crop: Roadside Grass, M 0 70-90 70-90 50-70 0 0 0 0
2nd Crop: Hardwood,M 0 80-120 70-90 50-70 0 0 0 11
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-I K-I Ca% Mg% Mn-I Mn-AI(1)Mn-AI(2) Zn-1 Zn-AI Cu-I S-I SS-I N03-N NH4-N Na
MIN 0.22 1.18 9.6 92.0 0.8 6.2 1 10 67.0 24.0 264 172 30 30 60 16, 0.1
Field Information Applied Lime Recommendations ,
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P205 K20 Mg Cu Zn B Mn See Note
VFF4A 1st Crop: Roadside Grass, M 0 70-90 60-80 40-60 0 0 0 0
2nd Crop: Hardwood,M 0 80-120 60-80 40-60 0 0 0 11
Test Results
Soil Class HM%. W/V CEC BS% Ac pH P-I K-I Ca% Mg% Mn-I Mn-AI(1)Mn-AI(2) Zn-1 Zn-AI Cu-I S-I SS-1 N03-N NH4-N Na
MIN 0.27 1.24 11.1 90.0 1.1 6.1 4 14 64.0 25.0 .535 336 68 68 86 21 .0.1
Field Information Applied Lime , Recommendations
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P2 05 K20 Mg Cu Zn B Mn See Note
VFF4B 1st Crop: Roadside Grass, M 0 70-90 70-90 50-70 0 0 $ pH$
2nd Crop: Hardwood,M 0 80-120 70-90 50-70 0 0 $ 11
Test Results
Soil Class HM% W/V CEC BS% Ac pH P-I K-I Ca% Mg% Mn-I Mn-AI(1)Mn-AI(2) Zn-1 Zn-AI Cu-I S-I SS-I N03-N NH4-N Na
MIN 0.18 1.23 9.9 90.0 1.0 6.5 0 8 65.0 25.0 541 334 19 19 62 20 0.2
Field Information Applied1ime ` Recommendations
Sample No. Last Crop Mo Yr T/A Crop or Year Lime N P205 K20 Mg Cu Zn B Mn See Note
VFF5A 1st Crop: Roadside Grass, M 0 70-90 50-70 0-20 0 0 0 0
2nd Crop: Hardwood,M 0 80-120 50-70 0-20 0 0 0 11
Test Results
Soil Class HM% W/V CEC BS% Ac PH P-1 K -I Ca% Mg% Mn-1 Mn-AI(1)Mn-AI(2) Zn-1 Zn-AI Cu-I S-I SS-I N03-N NH¢-N Na .
MIN 0.36 0.96 15.0 91.0 1.4 6.1 10 42 67.0 22.0 238 158 115 115 110 35 0.1
NCDA&CS A is Division Phone:
(9 19)' 33=2655 ' WebuSitt': w v nca" 7agronoifii,' (?rower':. D az,Jason
, Report
No: 94 hg3
Field Informs ion , Applied Lime Recominendatioris
Sample No. Last Crop
VFFSB Mo Yr T/A Crop or Year Lime
1st Crop: Roadside Grass, M .5T
2nd Crop: Hardwood,M 0 N P205
70-90 70-90
80-120 70-90 . K2O Mg Cu
40-60 0 0
40-60 0 0' Zn
$
$ B Mn
0 See Note

11
Test Results
Soil Class HM% W/V
MIN 0.32 1.14 CEC BS%
12.5 84.0 Ac PH. P-1 K-I Ca% Mg%
2.0 5.5 0 13 62.0 22.0 Mn-1 Mn-AI(1)Mn-AI(2) Zn-1 Zn-AI
578 367 25 25 Cu-1
82 S-I SS-1
31 N03-N N714-N Na
0.1
RESTORATION PLAN FOR
VALLEY FIELDS FARM
STREAM AND WETLAND RESTORATION PROJECT
60% DESIGN PLANS
DAVIDSON COUNTY, NORTH CAROLINA ??a, t/v
STATE PROJECT NO.: 020593902
MAR N
KIMLEY-HORN AND C-EEP CONTACT: MELONIE ALLEN [phone]Erhl?
R VIEW COORDINATOR: CONTACT: WILLIAM R. WILHELM, P.E. [phone]+kr
INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 COVER SHEET
2 KEY/SYMBOLOGY SHEET
3A-3C DETAILS
4 MORPHOLOGY TABLE
5A-5C TYPICAL CROSS SECTIONS
STATE OF NORTH CAROLINA P1-P12 PLAN/PROFILE SHEETS

SURVEY PREPARED BY: ? W1
V1-V5 WETLAND PLAN
PLANTING NOTES AND DETAILS
AREA DEAROU04T V6-V13 PLANTING PLANS
LOCATION MAP
C A V A N A U G H REACH A CENTERLINE 8TAWN 50+00 - LAT 1888720.08 LONG 818309,30
SoWtlons through lnmg* 5ndpaMershlp PRELIMINARY
Carereu0h5A5saNtes, PA 305 Walfautlr Sweet Suit. fAN1rcbae3elem, NC 27707 NOT FOR CONSTRUCTION
3951759-9001 hr305l759-1005 wsw-,,ghsokdb..can
PREPARED IN THE OFFICE OR CLIENT: PROJECT:
Kimley-Horn N CABp"•., 12 14 05
ITIV-GGf `o@ rESai"'+??i' N/A
+. `eo ?r s :, acll??
aEAE N ScAvc VALLEY FOLDS FARM
F`
DAM' aux9W w. suarew
?K
and Associates, Inc. TITLE- 026M
1 % IE ?dB I MEN@f@@ ® n
ThIn doaumenC I ageMer 11h the aanaeph and daeigne presmled here'., m an in1111-1 of sarAce, ie'.tanded only hr the spedOc puryme and dimt FAX (919) 677 ?50
12"40. eu? ?? Mpro&x rdb7i?e an IN, doaumenl wlNwt wMlen authaleollan and adaplalkn th 11 Kmley-Ikm and Aseoahtee, P.O. BOX 33066' RAL50H, NORTH CAROLINA 27636
-3D68 V/". LE 1 FIELD FAR Utl ?4 •R " ?? ,•`' ARK ?R? ?? RM 1 p "01 www- l ba wPlhw? lia6011 to a an an Aeeaca ae, I_
C.P)nght Kimley-Hom and Aaoaktµ Na, 1005 PFIONEa [phone] - µ,1w 011795020 1
M
LEGEND:

- PROPOSED BANK FULL PROPOSED - - - - - - - PROPOSED EASEMENT
10+00 ROCK CROSS VANE N3aroooo"E
PROPERTY LINE
-?-- CL PROPOSED CREEK 15278'
-e- PROPOSED FENCE
CHANNEL BLOCK
- - PERMANENT CONSERVATION PROPOSED ROCK
A-VANE
EASEMENT ® FILL (OLD CHANNEL)
-TCE- TEMPORARY CONSTRUCTION
EASEMENT "
I
PROPOSED PERMANENT
- V
TREE PROTECTION FENCE J-HOOK VANE CROSSING/FORD
ROOT WAD
LOG VANE PROPOSED TEMPORARY
CONSTRUCTED RIFFLE ROCK SILT CHECK
OXBOW LAKE
0 (LEAVE/EXPAND
EXISTING STREAM)
SURVEY LEGEND:
- - - - - PROPERTY LINE E0 Wm WATER METER
- - -SS- - - SANITARY SEWER ® SEWER MANHOLE
- - -GHP- - OVERHEAD POWER ?Q POWER / UTILITY POLE
- - -G - - - NATURAL GAS $ CAPPED REBAR
- - -FO- - - FIBER OPTIC
- - UTILITY EASEMENT
- - -- - - - MAJOR CONTOURS
- - - - MINOR CONTOURS
ry __Y ? TREEUNE
PROFILE LEGEND
TOP OF BANKFULL
r OF NEW CHANNEL
- - - - EXISTING GROUND
-------- EXISTING LEFT BANK
- - - EXISTING RIGHT BANK
% ROCK X-VANE
A-VANE
NOTE: BOTTOM OF POOL ELEVATION PROVIDED IS
DEEPEST POINT IN POOL AT STATION, NOT ACTUAL
ELEVATION AT THE CENTERLINE. REFER TO PLAN
AND CROSS SECTIONS SHEETS FOR OFFSETS.
POOLS SHOULD BE "OVER DUG" BY to-1.5' TO
ACCOUNT FOR SEDIMENTATION.
PLANTING LEGEND:

D ZONE 1
ZONE 2
o°o°o°o°o
pooodoooo
ZONE 3
0000

ZONE 4
ZONE 5 (UTILITY EASEMENT)
EXISTING VEGETATION
(TO BE LEFT UNDISTURBED)
WETLAND GRADING LEGEND:
ISLAND POCKET
'.'-'.I DEPRESSION POCKET
CONFLUENCE WETLAND
® CHANNEL FILL
-RL- RESTORATION LIMITS
- - EXISTING WETLAND
® CHANNEL BLOCK
aR Y.Sr
141'6111. ITY pC?%?
ff?^ s
Y
3
sumnyoumm
owrACrmaP4CAL CR?=
1-800432.490
1
I
I
I
I
J
1 l
l 1
1 I

REACH LOWER A
STA 82+10 TO 107+55.70 I/ r
31 EEC P4
r
i
?r

REACH A CENTERLINE STA 50+00=LAT 1688720.08 LONG 816309.30

REACH UPPER A
ST 50'00 TO 82+10
SIEET
v___v

SHEET P1 v 1
? Il
'll 1jIIill,.
I
I r? /I,,llyl I
I I ?e)
I
/ MEET P9
r /
it
-r
/
/Er m
l/ , !!l? f REACH C
I? STA 100+00 TO 116+03.24
/ I
NIEET P2
'? •?•?-' REACH LOWER B
IT• ' jlll\ STA 163+25 TO 177+72.50
v =.4T P7 '
REACH UPPER B
STA 150+00 TO 163+25
SHEET PI2
/z, \

?? SF
? P1
REACH J
STA 350+00 TO 352+11.39 REACH D

I
l STA 200+00 TO 202+98.21
I
I
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OFi UJrrd I: nwmu,n, YKlhIkO l:
CAppIf, 12/14 05
Kimley-Horn NC-EEP °Ce Eisa-yN.T.S. VALLEY FIELDS FARM
+;aeo per s ?RCu
SFAL N kA
M. N. axssna own meex er. acam ec ?'• \ A !i :
and Associates, Inc. TITLE: KEY/SYMBOLOGY - .y - JIK
This d-t. logdher xllh the concept. and d-Igm pr-mled heroin, as m insWmmt of sasdce, is intended ady fa the perl& Duryoae and dRnl T Mp I.....
la rfiI? R .m aa'? Rae of anE °npopr rdh ma daamml rrimwt eHttan aulnorimtion and adptatian by Rmley-xan ana nssoaialea P.O. BOX 33068 - RALERCiFi, NORTH CAROLPIA 27636-3068 ARK A,? leuoa MM a nD?e xueae
Nu, shop L*wit ?-ha IRobadY lApdaled?, ion g Ae-c?O?ie,?na ' 8• WRW
PHOtvE (819) 677-2= PAX- (99) 677-2= SHEET 01179507A 2
?p>H?
A
BACNFl W/ -DEEP T
GRADATION OF OF CLASS SS 1, I, AND I}
B RIP-RAP. NONWOVEN
GEOTEXIILE TO BE USED
BETWEEN BOULDERS AND BAC(FILL
MIN.
BANKFULL- I
STREAM ROW 1/4 TO 1/3
BURIED LOG
COVER UPSTREAM FACE
i of 51RUC1URE INTH
FILTER FABRIC
BEHIND
FBRIC RIC NTH CLASSII
FABRIC
AND BRIP-RAP
M
'. VEGETATION
(AS DIRECTED)
?
KI)
N BOULDER
(00- ION.)
1

tl

PLAN VIEW
VEGETATION

BOUL r TRANSPLANTS
DER I (AS DIRECTED)
(50- MIN.) i
FLOODPLAIN RANI(Il \ ran
J-I m In?!??? -) l BURIED LOG
-1 EXPOSED L WIDTH p/2 OF
CHANNEL MAX)
I_ BURIED LOG
SECTION VIEW
LOG DIAMETER 15" (MIN.)
LOG VANE STRUCTURE
NTS
STREAM FLOW
25' MIN.
I' I GEOIEXDI
BACKFILL WDT ??1
CLASS 1 I. , A. 0. AND 8 B
RIP-RAP
SECTION A-A

BOULDER SIZE
SEE CHART
FOOTER ROCK
W. BOULDERS
BOULDER SZE
REACH MINIMUM S2E
C,O,J 00-
0.8 O'cT'e4'
I I
PLAN A
TV0-`7'h7 1111 - ?---- --.11
P OF SECTION B-B
FINISHED STREAM
GRADE
PAD. ROC(
SHOULD BE
PLACED TO PREVENT
TOP ROCK FROM
SLIDING FORWARD
FJC?X CROSS VANE
N.T.S.
PREDUG 2.6 DEEP (TRIBUTARIES)
5.0' DEEP (MAIN CHANNEL
BELOW BANKFULL ELEVATION
._.,_4 \..
EXISTING
TOP BOULDERS IN THE J TURN
SHOULD BE GAPPED 1/4
TO 1/2 WDTH OF THE BACKFlLL BEHIND FABRIC
NEXT ROC( WITH GRADATION OF
CLASS I, A AND S RIP-RAP
EXCAVATED STREAM BED GRAVELS
20' TO PREVENT FLOW BETWEEN
BOULDERS.
ROCKS IN THE VANE ARM
I SHOULD NOT HAVE SPACES
P is

.
I
1
I
FOOTER BOULDER 1.,y COVER UPSTREAM FACE OF
(SEE SIZE CHART) STRUCTURE WITH FILTER FABRIC
SHOULD NOT HAVE GAPS o

SCOUR HOLE eo•
W
N
0• FOR SEVERAL J-NOOKS IN A
B SERIES, THE TOP OF THE NEXT
1 A J-HOOK SHOULD BE PLACED 90'
OFF THE BASE OF THE UPSTREAM
STRUCTURE NUMBER OF
J-HOOKS IN SERIES MAY BE
MOM1-5
A
COVER UPSTREAM FACE OF
STRUCTURE WITH FILTER FABRIC
zsw
B
BOULDER SIZE
REACH MINIMUM SIZE
C,D,J 3p'
0.8 J'a3'v4'
PLAN
NIS
EXISTING STREAM BOTTOM
STREAM FLOW
76- MIN.
BOULDERS
?FLO_ W g_ __ VARIES
IE1EL
18'. INSTALL FOOTER
BOULDERS
SCOUR HCLE? - `
COVER UPSTREAM FAI
STRUCTURE WITH RLT
SECTION A-A
r?
FOOTER
Roar
COVER UPSTREAM FACE OF
STRUCTURE WITH FILTER FABRIC
OF
FABRIC
„ '
BELOW
SECTION VIEW GRAM DIAMETER
ROOT WAD INSTALLATIO PRELIMINARY
N NOT FOR CONSTRUCTION
NIS
PREPARED IN THE OFFICE 0!". CLIENT: ?? ammo n ej DAM PROJECT:
Kimley-Horn NC-EEP ?e?OFeasMO.%,$% N A VALLEY FIELDS FARM
SEMI ?t; E VA
AEW NO: AEWRMI: DAM DRAM Dr. acrttP Br. ® and Associates) Inc. TITLE: 4E%pAQJ pJ;W?'; X
Th
Is d=mmt. together with et?hee concepts ??nenqnd pder eMgns Presented, herein, Is an hisfrumenl of serdT is intended only fa the sped c purpose and dlenl ??? ?N
Ij.'h n I6ewi;Uwtw ImbFltyRto Ki'f;!AIan'mM rM thm doc -t without wMlen outhakatlon and ad?Ptal'mn by Khnle f H_ and Assocblro, P,Q, BOX 33M - ?'I, NOM CAROLM 2)6' 6-3066 ''•,eAq R, N? , RrAO®FvDCa FLLf m MA?e lufle
hall coPm?t Kenisy H- and A-d.tee M?' 2006 PHOWE 1"1677-2000 FAX [phone] ?Ap 'bj r nr.,,, WRW 011795020 3A
TRUNK DI
BE AMO
:",
Q
r -
SECTION B-B
J-HOOK VANE
NIS

STUtE ol)
WOODEN
BACNPILL W/ 3'x23' DEEP
GRADATION of CUSS L A AND B RIP RAP,
NONWOVEN GEOTEXTILE TO BE USED
BETWEEN BOULDERS AND BACKFLL SEED AND MULCH PER
ETA SPECIFICATIONS NOTES
NONWOVEN GEOTXIILE D VE
AND SPEDFlCATIOUNS 2A
REINFMt?MENT BM
.L B BOULDERS (SEE CHART) NEW SEED ANION NOTES PER
.
COVER UPSTREAM FACE 3' MIN CHANNEL AND SPECIFICATIONS BEW
WITH FILTER FABRIC 4
BANKFULL PLACE STRAW MULCH COIR BER MATTING INSTALLED S ECIn A O PER
UNDER CPA FIBER MATTING MANUFACTURER'S NTI 2P
NTX TEMPORARY EED AND LIVE LIVE STAKING, , PERMANENT PERMANENT AND AND
FOOTER ROCK PERMANENT AHFNT SEEDING STEMPORARY SEEDING PER PECIFICATIONS. (TYPICAL BOTISSIDES)
(BEE CHART)
2?P) 30
NATURAL CHANNEL BOTTOM nomMN) WD7H (NO MATTING)
STREAM FLOW ? v,NaKSuLL NDTH ?
- /3 A A i?ICAA) SECTION
B NTS
,r
NONWOVEN
GEOTEXT E
COIR MANUFACTURER'S NSPEICATINSTALLED ONS MIN ANCHOR OPTIONS
LIVE STAKING PERMANENT AND
BINKi1RL TEMPORARY SEEDING PER PLANS AND NOTES.
SPECIFICATIONS. (TYPICAL BOTH SIDES) 1. IN MFRS TO BE MAllm, /11 SEC%SI
AIOMEN75, AND
SCL PREPMATON UST BE
CONPfE7FD N ACCORDANCE WITH THE PROJECT
SPED FlGlTONS PRIOR TO PLACEMENT OF CCR
S® AN D MULCH ONLY FIBER MATTING
2 R®M OR STAPLES MAY BE USED IN PUCE OF
NO CDIR FIBER MATTING WOODEN STAKES AS DIRECTED BY THE ENGINEER.
2/3 L POOL
L RIFFLE
r?
IN
MATTING NCNgI IRENDI
N TRENCH ON
I CENTERS
PLAN BOULDER SIZE RIFFLE / _ ONNVCEN7 OVERLAP
AFACX IRNIUM 512E -- ???--/(,-
AB ANCHORS ON
POOL 3' CENTERS
RIFFLE DIRECTION ._ FLOW
RIFFLE ANCHMS
A-7x
A'
PLAN OVERLAY(MIN)
Nrs PLAN VIEW
SECTION B-B COT Fir 16' (TYP WO CAN/
MATING BACKFILL GROUND
ANCHORS ON
3' CENTERS
EXTEND MATTING
TO NWSEL 6' MIN
2/3L (SEE PUN VEW ABOVE)
CHOAS ON
[ENTERS
OP of ROCK IN ALNDI
EAM FLOW 3 (FLOW ROCK) -_.._..5.._.._. ATTING SHALL BE
PLACED N TRENCH
MD BACIFIIED
NONWOVEN
STEM BED
CEOIEXTLE
is MIN TYPICAL CROSS SECTION
UV
U FINISHED STR
NONWOVEN COIR FIBER MATTING DETAIL
NOT TO SCALE
BACKFILL NTH -' MnTExnIE '• NOT BE
CLASS I, A AND 6 FOOTER a. ATM TOP a awoin K AxrAKNWNO M NAwa N A r (M,ew,N Imv x r N - Noc
wnrosumr N Ymo a euym nnnmm M PPRIION a ANCHOR M
RIP-RAP ROCK/SPLASH HOLE TRFIICM
PAD. ROCN PRFDUC 1.6' D® n a a' uYHm AND Yoi.mwm m''?w ?Ywo? a srwtrystum
SHOULD STAGED wMMNN1iAY -Y (3N-) wAD ILwa9 M w10B1 R M BINIV.I.
PLACED TO PREVENT xCwiMa??xnA r NwwY ?An? m ma m eiitwws s//ss rz
TOP ROD( FROM N APPRJRN.TE LTG1D16 AS EIIOM! N M ff H MIION WIPE DEN ISIN GPLMINIL Dm SSIFY', STAILLS/StNM3
SLIDING FORWARD -` K `-* IAMAEN FALSI a M ol(tOOwYmq?W?9F,TapnssraNNO m M AwimPxNlE STwtE MmM
A 6 -!^ tl-,D IA ' IIYwN pl CWIG m SECWE(&UZZ-) (NOIIw. YII A WYNL IIgY p
SECTIONA-A 0.1 nj?LC?a MANrA?pbMpdwDDxI E (y?_ "YAP °wwp.IMY
A TIC Cxtllm SEW SmGI'gl 1NE MNI 0" OrbtlMY11 BWIRTL? ( YBWII? IFW N4TNlIlI ON TOP) !WI W- M
-o MM
zwWW<YA..,s AM??..wESEa
A-VANE E M ITp(7]fim ?OFV?N E' 06..) -?111pOM W AND W?IV?W'F M TYN N W-PLZ tY' L Om) wM
HDw¢axM sEAwIE BMDNT sNmwD K LIT m
NTS VRNAA PWIRI '
A GNnaww AIO INJS W IWCmwr m uNnw sxwa m scWU M
A PwONLTm wAHDH Ix[ cRnru eauls AINq M CHW6 9APAR
e e
? Ylp[ IN TTH,E
c
NOTE MASS B RIP RAP SHALL BE HAND RACED To FILL
CODS BETWEEN LARGER BOULDERS
INSTALLATION GUIDE FOR EROSION CONTROL MATTING
NT{
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF. CLIENT: am' .......... DAM PROJECT.
3'f 0
Kimley-Horn NC-EEP N/A
: •1''`0 'tjis T6RWX Sxt
VALLEY FIELDS FARM
SEA N A
Iav. N- rExRa: DATE M. e3'. Mam e3' dAlp °?" w= JIK
and Associates Inc. ,,TILE 02M°° E
This document, 1 Der with the z op and d.1esmtedthis herein, 01 on int-enl of L M intended oN fa thw IN ' !•'•?A)tlfE' ?.,: OflWa R
Peeoredw Bm x r. YPK pu poee and di t ARK
n"a "s? oll blWMhaP Bob EnyRloZ n°ll ?o n°De"AiY°o c?°aP"I domm nt that w N e aumaraatwn and ed?PtPum by KmI.y and APIw Ime1, PA. BOX 33068 - RA MQK NORTH CAROLINA 27636-3068 a, ?M A. w? o• ATTACHED DODO w o M me Ear MAeofi
la yNSht Kimley-Hom Pnd AmoNm.W ma 2005 PHOW- [phone] FAX- [phone] s " yA(W 011795020 3B

FILL SCOUR HOLE NTH
6' OF SEDIMENTATION CON TROL STONE
ON TOP OF TYPE II FILTER FABRIC
BANK NLL //',,,/i
/
SOLDERS AND FOOTER
(SEE CHART) A

1C w,
TYPICAL 6' MIN. OF SEDIMENT
CONTROL STONE

21'
I' P
SECTION A-A STREAM FLOW BANK FULL
TYPE II FlL
FABRIC (UNDER
ENTIRE STRUCTURE)
PROFILES
A G"

BOULDER 517E STEP POOL S I RUC I URE ROCK VANE PER
POOL STRUCTURE E/??7
ONS VANE DETAIL

RE1CX MINIMUMSIZE
NTS
PLAIN!
PLAIN!
C,D,J 30'
AB 1sJ's1'

0

P
NEAR SEE %ANS FOR DEVAIKW
A RIFlIE 15' :.. THICK NESS WD? GRADED MIX
MI
'
TOP OF OF 6;a "B
A, AND NO. 57 STONE
.
BAN
OE
ROCK CROSS
VANE (SEE DETAIL)
HEAD CK
RIFFlE
'
FA
MINIMUM
3
BRjC
SECTION A-A
B PLANS B
L
ROCK CR
VILE (SEE DETAIL)
UNCOMPACTED TOPSOIL

15 NW. THICKNESS WELL
GRADED MIX OF CUSS 'B' _ 0 M1 ' IN. 5' (1.5m) MM. NEW STREAMBANK
FINISH GRADE SMALL BE 1flFAlID
CqR FlBER CLASS 'A', Mt! NO. 57 STONE
MATTING (TYP) D.- AS SPECIRED IN PLANS

• "'J•:'
'r
`.
'?
.•?COMFACIED•'.i':tE
n
o
PLAN VEW , u° o o ° ANNEL
,G' o
„n •,a
'r
INVERT
•a V
o
TOE T
t
.gy
SECTION
IMPERVIOU S SELECT /?EJ
MATERIAL (SEE PROJECT yl'LQI• NEL BLOCK JO' MNI. BOULDER
NOTE:
1. BOULDERS SHOULD BE NATIVE STONES SPECIAL PROVISIONS) TOE PROTECTION.
SCALE: NTS FILL VOID NTH
OR SHOT ROCK, ANCIM1AR AND OBLONG,
NTH AN A 3S APPAOgMA1ELY CUSS B RIP-RIP.
CONSTRUCTED WELE DETAL 19'LX36'Wi21ro
NTS
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF: CLIENT: srinawnp DAM
12 4 05 PROJECT:
r
?e CAgp?'q 44
Kimley-Horn NC-EEI :Der EESd/ ?d ?: N/A
VALLEY FIELDS FARM

n 02648
°
. x.: relaarE DAM. aura er. acaxD er. and Associates
) Inca om' 4 p of
A
6Y
?
4
S
This doa Is tnlm
h
IU BEN conp
p
M and dalgne pramtM
haem
as m ns6ummt of sans
mm4 log
el
m ded mly far th e cifw purpm e and dlmt
MTALS ?I?
11
6 ARI(
,
,
,
??
o
m
sd
m
d
?n? o doammt without wrillan wlhmrsotim and aGplotion by KmMy-Han and Aemdotss,
Ya h Ieww?ithpout IabbN
-HampaWA`edma?'o?ss
A? I?Im?e
"` P.O. BOX 33068 - RAI.[', NORTH CAROLINA 27636-3M ''r,4M R. w? o• - AIWA IUWK<H@ b NIA! M1iR
y
y
.
C.PfIghl KLPIey-Nan and ANmhtas, No., 1006 PFIOP - [phone] FAX. [phone]
SEAL; " 1
Mtt w 011795020 3C
VARIABLES
Reach A-t Rich Fork
Reach A•3 Rich Fork
Reach A•2 Rich Fork
I UPPER A
DESIGN REACH
I Reach A•1 Rich Fork l LOWER A
DESIGN REACH Re ca B•'I Tributary to Rich j
Fork UPPER 8
DESIGN REACH !
I LOWER B
DESIGN REACH
Station
50+00.62+50
62+50 -71+85
71+85- 81+00
50+00.82+10 I
j 81+00 -106+64 I
82+10.107+56 I
j
150+00 -175+45
150+00.163+25
163+25 -177+72
Associated Reference Reachp Onsite Upper

OBsite Onsfte Upper

Onsite Lawn

T Onsite Upper

Offsite Onsite Upper

Oflsile
?
1. Stream Type I I I I I
(Rosgen) G5c_F5 G5 Incised E5 85C,C5 j F5 I B5C,C5 I G5 j B5c-+C5 j B5c-+C5 j
2. Drainage Area j j
(sq. mile) 3.4 3.7 4.0 4.0 6.5 4.0•fi.5 2.3 2.1 2.3
3. Bankfull Width Mean: 18.2 Mean: 14.6 Mean: 18.5 'Mean: 30.0 'Mean: 45.1 'Mean: 40.0 'Mean: 15.4 'Mean: 27.5 'Mean: 8.4
(Wrw1) Range: Range: Range: Range: Range: 'Range: 'Range: 14.3 16.4 'Range: 'Range: j
4, Bankfull Mean Mean: 1.7 Mean: 2.8 Mean: 2.7 Mean: 1.9 Mean: 2.0 Mean: 2.4 Mean: 2.1 Mean: 1.fi Mean: 1.8
depth(du,r) Range: Range: Range: (Range: IRange: IRange: (Range: 1.9 2.2 'Range: 'Range:
5. WidthlDepth Rata Mean: 10.7 Mean: 5.2 Mean: 6.9 IMean; 15.5 IMean: 226 IMean: 16.1 (Mean: 73 (Mean: 17.5 IMean: 158
(Wpprldw,r) Range: Range: Range: (Range: 13.0 18.0 (Range: (Range: 13.0 18.0 !Range: 7.3 7.5 (Range: 13.0 18.0 !Range: 13.0 18.0 1
6. Banklull cross-sectional Mean: 30.9 Mean: 40.4 Mean: 49.6 IMean: 57.5 IMean: 91.3 IMean: 97.0 IMean: 31.7 IMean: 43.1 IMean: 50.2 1
Area(Abko Range: Range: Range: IRange: IRange: IRange: IRange: 27.1 35.2 (Range: (Range:
7. Bankfull Mean Velocity' Mean: 6.9 Mean: 5.7 Mean: 4.9 IMean: 4.2 IMean: 3.7 IMean: 3.5 IMean: 5.1 IMean: 4.2 IMean: 4.2 I
(Venn) Range: Range: Range: (Range: (Range:, (Range: (Range: 4.5 5.6 (Range: (Range:
B. Bankfull Discharge, cis' Mean: 213.1 Mean: 230.2 Mean: 241.1 Mean: 241.5 ,Mean: 340.6 ,Mean: 339.5 ,Mean: 762.7 Mean: 181.0 ,Mean: 210.8
(Dapd Range: Range: Range: Range: Range: Range: Range: 152.9 62.7 Range: Range:
9. Bankfull Maximum Depth Mean: 1.9 Mean: 3.4 Mean: 3.5 Mean: 2. Mean: 3.5 Mean: 36 Mean: 2.7 ,Mean: 23 ,Mean: 26
(dmwe) Range: Range: Range: Range: 2.5 2.9 Range: Range: 3.1 3.6 Range: 2.5 28 Range: 2.0 2.4 Range: 2.3 29 ,
10. Max QarIdnn Mean: 1.1 Mean: 1.2 Mean: 1,3 'Mean: 1.5 'Mean: 1.8 'Mean: 1.5 'Mean: 1.3 'Mean: 1.5 'Mean: 1.4
ratio Range: Range: Range: 'Range: 1.3 1.5 'Range: 'Range: 1.3, 1.5 'Range: 1.3 1.3 'Range: 1.3 1.5 'Range: 1.3 1.6 '
11. Lox Bank Height to max Mean: 2.8 Mean: 2.1 Mean: 1.5 'Mean: 1.0 'Mean: 1.7 'Mean: 1.0 'Mean: 28 'Mean: 1.0 Mean: 1.0
dun ratio Range: Range: Range: 'Range: 'Range: 'Barge: 'Range: 2.6 3.0 'Range: 'Barge:
12. Width of Flood Prone Mean: 20.8 Mean: 23.1 Mean; 126.8 'Mean: 66.0 'Mean: 63.3 'Mean: 880 Mean: 20.8 'Mean: 60.5 'Mean: 625
Area(Wrp) Range: Range: Range: 'Range: 'Range'. 'Range: 'Range 20.0 21.6 jRarlge: 'Range: j
13. Entrenchment Ratio Mean: 1.1 Mean: 1.6 Mean: 69 Mean: 22 Mean: 1.4 Meen: 2.2 Mean: 1.4 Mean; 2.2 Mean: 2.2
(Wrw/Wbkr) Range: Range: Range: IRange: (Range: (Range: IRange: 1.3 1.4 'Range: 'Range: !
14. Meander Length Mean: 143 Mean: 143 Mean: 138 IMean: 3W IMean: 271 IMean: 400 IMean: 296 !Mean: 276 'Mean, 264
--
-
(La) Range: 76 196 Range: 76 196
) Range: 58 228 (Range: 240 360 (Range: 57 212 (Range: 320 480 (Range: 108 672 (Range: 220 330 (Range: 227
T 341 !
15. Ratio of Meander Length to Mean: 7.9 Mean: 8 Mean: 7.5 (Mean: 10.0 IM-an- 6.0 IMean: 10.0 IMean: 19.2 IMean: 10.0 IMean: 16.0
BankkrB Width(L.Wo,,r) Range: 4.2 10.8 Range: 52 13.4 Range: 3.1 123 (Range: 8.0 120 1Range: 1.3 4.7 !Range: 8.0 12.0 (Range: 7.0 43.6 (Range: 8.0 12.0 IRarge: 8.0 12.0
16. Radius of Curvature Mean: 72 Mean: 72 Mean: 45 Mean: 90 Mean: 69 Mean: 110 Mean: 16 ,Mean: 83 Mean: 85
(Roc) Range 17 248 Range: 17 248 Range: 14 100 ,Range. 60 120 Range: 21 143 Range: 80 160 Range: 15 226 !Range: 55 110 ,Range: 57 114
17. Ratio of Radius of Curvature Mean: 4.0 Mean: 4.9 Mean: 2.4 ,Mean: 3.0 ,Mean: 1.5 ,Mean: 3.0 Mean: 4.9 ,Mean: 3.0 ,Mean: 3.0
to Bankfull Width(Rc1Wa,r) Range: 0.9 13.6 Range: 1.2 17.0 Range: 0.8 5.4 ,Range: 2.0
4
4.0
,Range:
0.5
3.2
,Range:
2,0
[
1

::4:::
Range:
:1
1.0
14.7 ,Range:
2.0
4
Barge:
2.0
4
18. Belt Width Mean: 59 Mean: 59 Mean: lit ,Mean: ,9 Mean: 1 66 ,Mean: 6
16 ,Mean: 46 Mean: 1 Mean: 106
(Wbe) Range 36 79 Range: 36 )
79 Range: 47 73 ,Range; 201 256 Range: 127 233 ,Range: 127 233 ,Range 29 75 Range: 101 120 ,Range: 97 122 ,
19. Meander Width Ratio Mean: 3.2 Mean: o
0 Mean: 3.3 ,Mean: 7.6 Mean: 3.7 ,Mean: 3.7 IMean: 3.0 Mean: 4.6 Mean: 3.7
(Wwtwmf) Range: 20 4.3 Range: 2.5 5.4 Range: 25 3.9 'Range, 6.7 7.6 Range: 2.5 4.7 ,Range: 2.5 4.7 1Range: 2.0 4.6 Range: 3.7 4.4 ,Range: 3.4 4.3 '
20. Sinuosity (k) Mean: 1.1 Mean: 1.0 Mean: 1.1 'Mean: 1.2 'Mean: 1.3 'Mean: 1.3 'Mean: 1.1 Mean: 1.3 'Mean: 1.3
(Stream Length I Valley Length) Range: Range: Range: 'Range: Range: Range: Range: Range: 'Range:
21. Valley Slope(Svxey) Mean: 0.0033 Mean: 0.0040 Mean: 00028 'Mean: 0.0034 'Mean: 0.0026 'Mean: 0.0026 'Mean: 0.0051 Mean: 0.0051 'Mean: 0.0051

22.

23. (tuft)
Average Stream Slope
(S„a)=(S-y/k)
Riffle Slope Range:
Mean:
Range:
Mean:
0.0030

0.0030 Range:
Mean:
Range
Mean:
0.0040

0.0030 Range:
Mean:
Range:
Mean:
0.0025

0.0035 'Range:
'Mean:
'Range:
'Mean:
O.DO2a

0.0031 Range:
'Mean:
'Range:
'Mean:
.6.

0.0089 'Barge:
'Mean:
'Range.
'Mean:
0.0020

0.0026 'Range:
'Mean:
'Range:
'Mean: 'Range:
0.0046 'Mean:
'Range:
0.0131 'Mean:
0.069

0.0047 'Range:
'Mean:
'Range:
'Mean:
0.0039

0.0047
(Swill Range: 0.0026 00033 Range: 010026 0.0033 R3nge: 0.0027 0.0044 1Range: 0.0031 0 .0064 'Range: 0.0075 0.0102 'Range: 0.0022 0.0046 'Range: 0.0053 0.0181 Range: 0.0043 0.0108 Range: 0.0043 0.0108
24. Ratio at Riffle Slope to Avg. Mean: 1.0 Mean: 0.8 Mean: 1.4 an:
Me1 1.1 Mean: 4.5 Mean: 1.3 Mean: 2.9 Mean: 1.2 Mean; 1.2
Slope(SwrelSNe) Range: 0.9 1.1 Range: D.1 0.8 Range: 1.1 1.7 g..
IR.n . 1.1 2.3 (Range: 3.8 5.1 (Range: 1.1 2.3 !Range: 1.1 3.9 'Range: 1.1 2.3 'Range: 1.7 23 j
25. Pool Slope Mean: 0.0002 Mean: 00002 Mean: O.OW2 IMean: 0.0006 IMean: 0.0011 IMean: 0.VAM IMean: 0.0043 IMean: 0.0006 IMean: 00006 I
(SP.) Range: 0.0001 0.0003 Range: 0.0001 0.0003 Range: 0.0001 0.0003 IRange: 0.0001 0.0022 IRarge: 0.0009 0.0015 !Range: 0,0001 0,0016 (Range: 0,0025 0.0073 (Range: 00001 0.0031 (Rage: 0.0001 0.0031
26. Rata of Pod Slope to Avg. Mean: 0.1 Mean: 0.1 Mean: 0.1 IMean: 0.2 IMean: 0.6 !Mean: 0.2 IMean: 0.9 IMean: 0.2 IMean: 0.2
slope(SpaaiSxy) Range: 0.0 0.1 Range: 0.0 0.1 Range: 0.0 0.1 (Range: 0.01 0.8 !Range: 0.5 0.8 (Range: 0.01 0.8 (Range: 0.5 1.6 IRanye: 0.01 0.8 (Rage: 0.01 0.8 I
27. Maximum Pod Mean: 2.6 Mean: 2.6 Mean: 2.9 Mean: 38 Mean: 4.6 Mean: 4.8 Mean: 3.0 Mean: 3.2 Mean: 36
Depth d") Range: 2.6 2.6 Range: 2.6 2.6 Range: 25 3.2 ,Range: 2.5 4.8 Range: 4.0 5.3 ,Range: 3.1 60 Range : 2.8 3.2 ;Range: 2.0 3.9 Range: 2.3 4.5
28 Ratio of Pool Depth to Avg. Mean: 1.5 Mean: 0.9 Mean: 1.1 ,Mean: 2.0 Mean: 2.3 ,Mean: 2.0 ,Mean: 1.4 ,Mean: 2.0 Mean: 2.0
Depth(dpaddxxp) Range. Range: Range: ,Range: 1,3 2.5 Range: 20 27 ,Range: 1.3 2.5 ,Range', 1.3 1.5 ,Range: ::::1.3 2,5 , Range: 1.3 2.5
29. Pool Width Mean: 18.5 Mean: 18.5 Mean: 19.8 ,Mean: 39. Mean: 30.5 Mean: 52.0 ,Mean: 13.9 ,Mean: 35.2 Mean: 374
(Wpow) Range, Range: Range: ,Range: 30.0 45.0 Range: Range: 40.0 60.0 ,Range: Range: 27.5 41.3 Range: 2114 42.6
30. Rata of Pod Width to Mean: 1,0 Mean: 1. Mean: ti 'Mean: 1.3 Mean: 0.7 Mean: 1.3 ,Mean: 0.9 Mean: 1.3 Mean: 1.3
BankfUll Width(WpwMw) Range, Range: Range: 'Range: 1.0 1.5 Range: Range: 1.0 1.5 'Range: Range: 1.0 1.5 Raa3e: 1.0 1.5
31. Pod Area Mean: 36.9 Mean: 36.9 Mean: 32.1 'Mean: 748 Mean: 64.8 'Mean: 1261 'Mean: 24.6 'Mean: 60.8 'Mean: 69.9
(A") Range, Range: Range: 'Range: 40.3 92.0 'Range: 'Range: 67.9 1552 'Range: 'Rage: 30.2 69.0 'Range: 35.1 803 '
32. Ratio of Pad Area to Mean: 1.2 Mean: .9 Mean: 0.7 'Mean: 1.3 'Mean: 0.7 'Mean: 1.3 'Mean: 0.8 'Mean: 1.4 'Mean: 7.4
Bankfull Area(A.,/Aakr) Range: Range: Range: 'Range: 0.7 1.6 'Range: 'Range: 0.7 1.6 'Range: 'Range: 0.7 1.6 ?Range: 0.7 11 1.6
33. Pod to Pod Spacing Mean: 42 Mean: 4 Mean: 77 Mean: 12 Mean: 104 Mean: 160 Mean: 42 Mean: 710 IMean: 114
--
-
(p - p) Range: 30 54 Range: 30 54 Range: Range 120 150 Range: 53 156 Range: 160 200 Range: 31 61 'Range: 110 138 'Range: 114
7 142
34. Ratio of Pool to Pool Spacing Mean: 2 Mean: Mean: 42 'Mean: 4. 'Mean: 23 'Mean: 4.0 'Mean: 2.7 'Mean: 4.0 'Mean: 4.0
to Bankfull Width(p-pNJbkf) Range: 1.6 3.0 Range: 2.1 3.7 Range: (Range: - 40_ 5.0 _'Range: 1.2 3.5 iRange:_ - 4.0_ 5.0 _(Range: 2.0 4.0 ,Range:
Notes
I Bankf ll Velocity = Discharge i Cross-Sectional Area
2 Bankhll Discharge determined from NC SRI Piedmont Rural Regression Curve for the given drainage areas
3 Umited survey information availaUe
4 Design - To be Filled
5 Design values based on reference reach values; regional curves; regime equations; and professional judgement. The orsite upper reference was the primary reference supplemented path values of onsite lower.
The olisite reference provided reference values for confined sections of stream and supplemented step-pool systems.
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF, CLIENT:
CA
12 4 05 PKOJEC I:

-,\\
"I
°;
"°
Kimley-Horn NC-EEP e
4ss
;
• 2 f Ot ad••.9 N/A

t ae gnarl! SCee
N/A
VAS I e 1EW V FARM

EE
E TITLE SEAL

` 0264M ` :

?
REV
Ne
: RENeOx DAie DRAWN RY: CauFa aW and Associates Inc ' ?'.•F' Q• •?'? JIK

.
.
.
r
I
i
t

d
l
r
th

da

li
d
t .
: i?•.. N41 A:
..
a
!
aaam er.
c purpose an
en
n
ende
on
y
oc
e y?e
c
This document, together xlih the concepts and designs presented, herein, as on Nsirvmmt o
service,
s
on this document without writlm wlhoritoIlan and adoptalion by K la)-Horn and Assmiiatee,
for Which it was pr eQ R e of me Ynproper reliance
Inc
I
im
m
HX and Aesxmt
h
?
ll b
ciale

P.O. BOX 330M - RALEIGH, NORTH CAROLINA 27636-3068 I?IVI U1 IV V. 1 ...
? ?
'
o•
'•,,,4yy `?k
R ARK

ArrACm AESaaa¢ ass

A8

am alAalk ,1
nc, s
m
a
o
a
e w
y Associates.
s
Copyright kimley-aeon and Associates. Inc., 1006 PHONE: [phone]D FAX: [phone]
SEAL NRw 0111795 795020 4
30.0,
TYPICAL PLAN VIEW SCHEMATIC
NTS
NOTES:
TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL
DIMENSIONS OF THE CHANNEL. FINAL GRADING WILL GIVE
THE CHANNEL A MORE "NATURAL" APPEARANCE AND ALLOW
A SMOOTH TRANSITION FROM EXISTING CHANNEL TO
NEW CHANNEL.
ALL EXISTING GROUND REPRESENTATIONS ARE APPROXIMATE.
'NOTE:
ALL POOL DEPTHS SHOULD BE OVER DUG BY 1-2' TO ACCOUNT FOR SEDIMENT.
-----------
3:1
10:1
INSIDE (TYP.)
OF BEND
AS AS
REQ'D I REQ'D
3:1
10:1
(TYP.)
AS AS
REQ'D REQ'D
3:1 3:1
10:1 10:1
(TYP.) 2.9' -- ---- (TYP.)
AS AS12.0'g,p' AS AS
REQ D REQ D REQ D REQ D
UPPER REACH-A RIFFLE
STA 50+00 TO 82+10
39.0'

3.8r
?3.4'
UPPER REACH-A POOL
STA 50+00 TO 82+10
3:1
11.4'

10:1
(TYP.)
AS
REQ'D
3:1
OUTSIDE
OF BEND
_ AS
REQ'D
40.2'
------------------------------------ - -----------------
3.6'
15.0'
LOWER REACH-A RIFFLE
STA 82+10 TO 107+35.75
2.0'
12.6'
10:1
(TYP.)
AS h_ AS
REQ'D REQ'D
3:1 -
10:1 1' 10:1
(TYP.)
INSIDE 4 8' OUTSIDE
OF BEND OF BEND
AS AS REQ'D REQ'D ?1.5' 14.4' R Q'D REQ'D
LOWER REACH-A POOL PRELIMINARY
STA 82+10 TO 107+35.75 NOT FOR CONSTRUCTION
PREPARED IN THE oHS:cE oP CLIENT: rrrr,,p,, PROJECT:
CAA?''., 12 4 S.
Kimley-Horn NC-EEP °=oeo?E=a,o N•T?
.& VALLEY RELDS FARM
N.LS
y ° JK
TITIE 0264114
pkv, xn: sae ooh DRAM BY. eaa¢a BY. ?1ry? MGM f i p p;' ? e
R
and Associates, Inc.
This EV.
dar?umm6 loge0edsith the concuprdh and dwlgns prouMed herdn, m m kstrunmt of smice Is Mladed mly W the paific purpms and dint d T FlI = AL ? R ySi SM?Q ?IDK
Ine, hl of Iexw?'Ihw ?o6WItyApO holey-Ham?ad7kio alesminch. k doammt xIthaut rmltsn wtrh r& im and adaptation 6y K'.I.c H- and /asochhs, P.O. BOX 33088 - RAL.BOFI, NORTH CAROLINA 27838-3088 s s s sv vs vw d dVd ?1r/ Anlum IBCO¢ na dd1 Mme Ns?-WR t
Copyright Kimley-Horn and wudutm Ina. 2006 PHONEr (9111) 877-2000 FAX- [phone] "' xrrrrrrrr°' w 011795020 5A
3:1
10:1
(TYP.)
AS AS
REQ'D REQ'D
10:1
2.3 (TYP.)
?---10.0' -8.7' AS AS
REQ'D REQ'D
UPPER REACH-13 RIFFLE
STA 150+00 TO 163+25

LOWER REACH-13 RIFFLE
STA 163+25 TO 177+72.50
35.2'
27.5'
---------------------------------------------------------
3:1
3:1
10:1
(TYP.)
AS AS
REQ'D REQ'D
10:1
AS AS
REQ'D REQ'D
28.4'
---------- -
6'
-10.2'

INSIDE 7' 1
OF BEND
UPPER REACH-13 POOL
STA 150+00 TO 163+25
INSIDE
OF BEND
AS
REQ'D

- - - - - - - - - - - - - - -
3:1
10:1
(TYP.)
OUTSIDE
OF BEND
AS AS
REQ'D REQ'D
10:1
(TYR)
AS AS
1 REQ'D REQ'D
37.4'
----------------------------------------------------- ------------------
10:1
7:1
AS
REQ'D
?1. 4'?
LOWER REACH-13 POOL
STA 163+25 TO 177+72.50
3:1 3. 1 6'
-------------
3:1
10:1
(TYP.)
OUTSIDE
OF BEND
AS AS
REQ'D REQ'D-
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN T HE OFFICE OF. wtm I:

6$ o
o 12/14/05
t'rtsMGl:
Kimley-Horn NC-EEP t;%
::
oE N.T.S.

°
S VALLEY FIELDS FARM

>, SFAI c
: N
N.T.
.

ttv
xa
m¢
mom
asauv m: and Associates
Inc ea
?'
e ? ??
.
This dOm t
m m neWmml of sarnae
's ntm
etha city tlw c I and dams pmmted herm
mmt
to dad mly fa the spalfic paNas e and cl l .
, -
AL r
?`• `
'• ! ARK
I
.
,
,
,
g
fa ehkh It cap ammed., R uw M ma Yrmma rdianca oo Mm dammmt wiNmt s*ittm aWhahalion and odop.a 6 Kmlel-Ham mM A--ides,
Xamma Assaia1a
Nc
Inc
shill y
dhm ia blL l
Po I(Ynb
P,O, ?x '. - ??{ NOMH CAROLINA 27?-? V1717 17GV I M?7
I 1I
11/
M ! •"\?p•
?'',,?? 'N •.
; gIAO® 6E6R qp A MYFR f@T NAB

p
,
,
e w
y
?
Copy,iRht NImky-H- and A.Wd.% Inc, 2006 p?•IpNg (g1g) 677-2000 FAX: (91B) 677-2050 ?:
SEAL' 011795020 5
----------------- 11.5 - ----
3:1 3:1
(TYT'?-4.8'--? I 1.2' (TYP.)
AS A1 9, ?-- AS AS
REQ'D REQ REQ'D REQ D
REACH-C RIFFLE
STA 10+00 TO 25+63.61
15.0'
--------------------
3:1
INSIDE (10:1.) 1.3' (10:1 OUTSIDE
OF BEND OF BEND
AS AS AS AS ,- ?' REQ'D REQ'D 9'1 0'7 REQ'D REQ'D
REACH-C POOL
STA 10+00 TO 25+63.61
10
--
--------------------------- .2'
-- 13.3
3:1 --- ------------ ----------------------------------
10:1 -- -
10:1 3:1 3:1
(TYP.) (TYP.)
) (TYP.) OUTSIDE
AS AS AS AS INSIDE (TYP1 1
REQ'D REQ'D 3.7 2.8 REQ'D REQ'D OF BEN OF BEND
AS AS 8.5' ?0. 3' AS AS
REACH-D RIFFLE REQ D REQ D REQ D REQ D
STA 200+00 TO 202+98.21
REACH-D POOL
STA 200+00 TO 202+98.21
- --------- 8.5' _ -------
3:1 - - ----- 3:1
10:1 10:1
(TYP.) (TYP.)
AS AS 1.1 AS AS
REQ'D REQ'D 2'4 REQ'D REQ'D
REACH-J RIFFLE
STA 250+00 TO 252+11.39
X12.5'
1.7'
- 1I 3.4'
L ----
I -------- --
10:1
(TYP.) OUTSIDE
OF BEND
AS AS
REQ'D REQ'D
REACH-J POOL
STA 250+00 TO 252+11.39
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN T HE OFFICE OF• LULN I:
p "...nano,
"`
1214
Kimley-Horn -
NO-EEf N.T.S.
.
°EU .: ° " VALLEY MELDS FARM
nom
om °u
an.

AENSG!

DAM

OA1N11 BY:

OEtlaD B1:

and Associates, Inc.
:
:

?I
' A
`
,

?K
ry
Thu do
n algne
pr
csmlM
lw?
Mlm
th
e
r
rKh Me w
nc
p
H
an
d
d
as an na6ummt of ai'a
onm4
toge ded mly Ip the apecifie puryoa e and AL 09M
? ?BIMf
(
"•. (
't`;
.`' ARK

,
,
I
i t..,
g?
y
?
?
a
r
?d
?
ry
m
d
Yr
u
m
s
5
Iris.N?? 6 w e eiURwt IiahitYRto NYnley-Ham'mE rAuod cn' le>.?nc a doamenl wiNat rriltm aUarimHan and adaptation Ey Kinley-Nom and Assockta
cop right K? ley Ho n and Asea W. a Nt, m°e
PA. BOX 33068 - RALEIGK NOM CAROLNA 27836-3068
PNOIEr [phone] FAX, 919) 677'2050
I 17GV I M
k7
I f IV
? fi
,
AT"= Wee=mm A
MILD!
011786020

fFET MI ®! 5C
.m
-- --------------
3:1
10:1
INSIDE
(TYP.)
OF BEND
AS AS
REQ'D REQ'D

SHEETS P9 - PIG FOR RFACN C CONSTRUCTION
IOD+00 TO 11611+03.4)
b \
`?? \ \c G ??1\l\\`? / \ 1 ?Sa?lcn /
Im.
@? ?? t 1t
v / ,V/,/ Itt
? o
e
i
77,
DO NOT DISTURB NETEAND"CNMNNEI PLUC•-
VOE
N'c'11AND VATH BOULDER
"?P$07EC110N ?,t
I
MAK4A1N DRAINAGE
W TRUC MATiE?. {` _ _ dj•
AS DTMECIED BY _ .
ENGINEER], _
/
as \\\ `. ? `?`?
as \\ ??
PJC"\0? MUST co,
LITYF
P q
JW y2
¢Z ym
7 n
ti
Bffi+ORBYOUDIGI
CONTACTONB-CALL CENTER
1800.632-4949
NO' 0 20WF 40' 60'
?I
PREPARED IN THE OFFICE DP UJCfl 1: „r? Nin ,ej 02/27/06 I'KVJGL; I:
Kimley-Horn NC-EEP
°ioe?Eessio?? VALLEY RELDS FARM
:4 SEAI ?E _ ttRRllvt aevDI
JIK
REV. No: rsSe DAM' oxax Br. acc® er. TITLE, 4 i F 026M
and Associates Inc.
Thc d-Tent, togreetoh?erredd0 thescti and designs presented, hereto, as m instnmat Df sepia, I, intended mly fv The sp.M, purpose and diml i CAA 27636_3M ) '.,,(?'? 0 t EE `'rE.`; ?? JCD
e wxMD?6
?1 eN n hiulliabRityRo?mkymiam a°a?Aro da?ea ??G daamet NRhaut N dm aaNuua m and adaptation N6nle?H«n and Aseodake P.o, ?X 3 - PLAN?PROFILE - REACH A «q. gQpm pWR o DP--
Copyright Kknley-Ham and Assodata, Ina, 2006 PfIONEe [phone] FAX= [phone] SEM: WRW 011795020 pl
766
764
760
756
752
SEE SHEER P9 - P10 FOR REACH C
CONSTRUCTION (STA 100+00 - 116+03.24)

^ 1 \ 3.A 3 4 1y x _
68+
O? i ?+ r CSC _ •
REPLACE/REPAIR IXISTING ^ p ^ \a ^ ^a^ \ \ \? \?\ a? \ 00
RIP-RAP ECROSSING ASEMENT ACROSS
? ENTIRE EASEIENT PER
?r
l
7521
6 CONSTRUCTED RIFFLE DETAIL
_ _ _ - _ _ ____
S9[
=k8=e.aas Qgg

. -
MUST gy?
O
>

$

- - - -_ - /
,??? ^ ^ \
_
594 RIP-RAP CHANNEL , '
(CLASS I RIP-RAP II
1 11100
\ WIN TYPE R FILTER _
RIC
1
l
/ ^ ^
p
1L1TYp?'F
0 - -
/ -
?
-
)` -- ,
_ aa
9L- - ----
------------'-
(
\ \\ -__\ _ -59LFAB
-1 --_-----
--- /
: ^
?^
d \
---
_.
JLi z2 ?? t ---------------
~^
^^ 3
^^^
3.o m 7 ^
--------- - - -
\
^
\ 9<?
`- ^^ ^.
?-
H>MREYDUDI01 ^a ^ ^
?
\
^^ PRELIMINARY
CONTACT ONE-CALL
-80p-632-4g49 CENTER \ `\ ^
^` \ NOT FOR CONSTRUCTION
PREPARED IN T HE OFFICE W
p
•
02/27 06 HKUkGi:
0?
,,
?s?p
'
Kimley-Horn NC-EEP oe FEft p ?y'•
:
<
`
;eo i>
; wmt VALLEY MELDS FARM
:° sFAL ? E
DRAW Ir
DM and Associates
Inc JIK
iNa daammL together with the -a. I. and daNpne presented, hc?, o3. an Instrument of -Itt is intended only la the apaifia pure ,e and diem
h?
f
r
dio
ith
nlt
i
ll
d
t
ti
b
Ki
d
-H
d A
d
t
f
R
Y
U
d
t
l
th
d
h •
BOX 33086 - RALEK?
MORTH C
P
O ,
.
AROLMA 27636-3M PLAN\PROFILE - REACH A `• `?''`•'•"`?'???•`
ARK JCD
or w
nprope
r
n an
w
w
an a
on an
ap
a
on
y
n
ey
Om an
seo
o
ea,
a o
an
n
aumen
a
a
za
a
3.
t wo p
hnley-M and Amoah?es• Ine
Inc, aholl be wllhaf IlobOily lo om .
.
K
'

HMM Amain Kd01112 n3. m wAeoe eFdt xAeu
Captright Klmley-Nam and Aaaaaktee, Ia., 20D5 (M) 8n-20W
PHONE FAX' (M) 677-2=
wRW
D1n95020
P2
768
764
760
756
752
748
NOTE
SEE SHEET M1 FOR WETLAND GRADING PLAN
768
764
760
756
752
748
u
SEE SHEETS P6 - PS FOR REACH B CONSTRUC71ON i
(STA 150+01) - 179+7250)
I rl l I 1 i. v v vv
I 1 /
4(r 0 20P 4111' W
1 + ?s • f E NETLANO GRADINfy PUN 81 , / A /' _ 7 l • i
A? 1
\ \ ?,• „ys?.,.// .ro /' / xo s 82+11) REACH A.
sTA\177+72.50 END OF REACH a 1oN MUST
CL?
C4 \p\LITY p,? P,
Eo
lop <
17+00 q
'_j
BEFOREYOUDI01
? // _ i -i? '- ??.Y-+ r,e.l= 111• \
CONTACT ONE-CAiI.CENTER
0 '' - - 1-800-632.4949
?x?. ? ,ri"'',r%y'J" . / /, / S 1 S III 11'I 1
/ 15 \ e0- `_` Ah'3;,y- ?/ IIIIIIIII ??
r
%
Ii.
0g
\\ ? 12x00 __
/
\... 7T_ +00 mot, . • ,ism ?'?'"k !? ---- I )
CHANNEL LUDN1'Q ?BWLDER 00 NOT DISTURB
T. PROI?CTION
4
00
Nora
=ss??a?a r .__1_-rs= ?.mg ==a_=g8 1?<=s§sam® -fg a o m a eB
,m m
\ RIP-RAP CHANNEL ?' ?? ?. •..?\ `,,.`. m
(CLA ASS I RIP-RAP 5 / -' ?\ 88m ® ...._. ....... \
x TMTTrEUFLTER PRELIMINARY
°m
99( -_ ? - ? mm8dmm ? NOT FOR CONSTRUCTION
62/27/o.6 PROJECT:
ilaamffmm
PREPARED IN THE OFnCE OF• CUENT:
sO+O`E55/0•. y?
Kimley-Horn NC-EEP
!l? ??? IGV6
VALLEY MELDS FARM
DAM rcurx Br. asa® .r: and Associates, Inc. TITLE. s JIK
?¢v. x> st?+sroe: ' ? ?. F+ P i Q F
This document, together with the cmcphi and de.igne presmted herein, os co Instrument of service, I. Intended only for the %.IfIq Purpo.d.,.d dlmt PLAN\PROFILE - REACH A ' '?••••?•• ? or
'•••''
o rurQ roe
a wehdhNryl nSeit wwcena? pr Rm rn orey-mt 4np '.11, owmm w thwt .H a mNodm o and eapm6a by K Ie Han and Amodotm, P.O. BOX 33068 -RALEIGH NORTH CAROLMA 27638 3068 o qN R. W??• ARK JCD Atncm vcoa RUM
isa, ?a?tlny to om m°?o)°a, 'Inc. c PHONE [phone] gu; ^ WRW 011795020 P3
Cpyright Kk iey-H- and Assaktes, Inc, 2006 FAX [phone]
I
I E
Ij
_ i_. .._. _ ..
i ._.... , __ t .. Y. ...._.-.
SLOPE=0'
:0020
N ( i OOZeV
7
W i i v)WQW
r
00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00 89+50 90+00 90+50 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00
,I
o
II
I 7i
� I -
I \ o \
/ I
/ � I
/ � I
I
N MUST��,
Ise \ mos �JGjV(\CITY pR"I�O
Lu
;;.Q } \ m BEFORBYOUDIGI
CONTACT ONE -CALL C@TIffit
1800-632-4949
z
091.
C.
' 9ti
`C--e_—•e—c
\ \ \
0x00 9�� \ \ / i ` yo+00 -1,00W W
1 0 a0' w
----\ ' PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF:
Kimley-Horn
and Associates Inc.
'
P.O. BOX 33068 - RALBQFI, NORTH CAROLINA 27636-3088R.
PI• CIW- (M) 677-2000 PAX, (M) 677 -MW
CLIENT:
NC—EEP
,`'tN �CARp�'%
°Z`°`
`M��y,•�'
SFAL: "r"'�r,rrr""r
02 27 06
_
JIK
ARK JCD
WRIN
PROJECT:
VALLEY FIELDS FARM
ae MeeOe near f•a�!
AnAam f nes 1"01"1795020
011 7 9 5 020 P4
1,TLE
PLAN\PROFILE — REACH A
PAR ORA.ft M�e
Thi, document, t wa 1O the cone Is and d,a ted herein, os an instmment of mv¢ Is intended -1 for the sp-Ifk Whose and diem
D e w �� sns pream eP y y y-
tl.'rddl be wwl�Nw�QlabdltyRto�1 4nleyo-nHom an0 A�,ic%rf� nch• document without written autnorizotion and ad lotion b Kimle M«n mnd Associataa,
Copyright Kinley-H— and Associates, Inc, 2006

i_.._,_.,...
760
i
756
1 -
752 ...._.,_!__._.,.,.
748
M J
0
744
+
Z
t 8Z'
?j? o>r
_.?
740
fit w¢o
7W
9550
I

760
_?..... ..
? I
I I 7
_... .,..........
....... .__
----. _...

.
- - 56
!SLOPE
002

1 ?.
0
?..
=
_,_... ?. i• _.°I-------°_?..... ,...... .... _..__ _. _ i .... L L._-..
.. -., j._..._ i ...,..I _,. , .. .,... I _...?.? 752
1 I
I I
Jr j

.

° 7
746
I ?
I ?
I I
i I I
? !
I ?
1 I
I I I I
V
I
I

I Z_-!...

V)
_?_ f

z
I 1 ._
! !
.g_
I I
_..F___. I S
i
744
O
W I O
? I

r
+
m
MO In

MO 1

U'
+
r
° Z
mNMO mN'O

M-

f?
I N
W

O
W

N
+QMO
I bj?N

I nO<
W
i0
N
t
M
?Q O O
m pIN i
NO N
ice, :""- -• __
Q e Q O U

r
-.-_•? f- O J _

__ I .. i,_s.....
A „a
IO

,° Z -
7 O
±

d ZY
? ?rn

F
----__
n
_._r . __

A
M
1 O (0
_.._..?..-._ u_

Y
A ,O
H J
NNW a
f 1 1-2 J
NNW NWKW
! 'Nd'W
( I
(
{ aN
F6J
NU W: Q(?
I-QJ
NUW I
O
OJ
New
I
I ..
QU
FOJ
NEW ! :
iQ
hzu
!I()Wo
96+00 96+50 97+00 97+50 98+00 98+50 99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 ' 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50
100
a,
\? MUST
tILITY pR"7F
¢4JO Z nm
\ \ r,i
r / i \ 1_ a O ?\ \ I r \ \ \ 1 ( ( r r r \'d::\\ / 11I f 7 ?r
rrr rr /ice. ._ _ ,?I?_ ?cl ----.'}0Q\? \ \\\ ?\ ?•, ° I \`? ? \`\\? \\\` 1\ 1 I\ `\ ? ? rcc?\ 11\1?1f -'_
/ , r \ / - \ s \ \ \ \I \\.\ \ \ \I I 6066CAUCI
<\ ?, s o 1 I I I L ?? ? '? \ \ 1 \, \I 1 S9L - . ? CONTACT O11ffi-CATLCffid116t
/%' i ' l r \7 // / _ J0 \ \ \ r I I I I I I m I I o \ \ \ \ 1\1111( ----- 1-800-632-4949
/ ?/ a / / %. \ bl \ // \ \ \ \ \\ 1\
°o 1\\ l
\ \
------
/ { r / / /\\ o \\\ \"\\\ V
\ 1 ---
r r r \ s W\ / o' \ \1 \\ 1 r---
? ? j G? ? If I % / 1 / \ \\\ \ ? ? \ I IIII \` \ 1 11 ??' - "--' ,-?' .•?'-%'J\\\? \? \\ ??\??\0?
,G rorL 1 \\ \ /r 1\ 1 ?Ihlll I 1\ \ o /r - \\\\\\ \ \\ \ \?\ \
\\
I( \\ \ ?o \ I - x \ \ \ ? `
7 I v Hp I T o v s v0` vv` vv v;
o SIT ?wsvw°rrvv
RFA!)i A STA 107+35
?J v v ?/vv v
flZ d ? I / i0j? 7 v ?ry?//.; '?-------• r\ /L_?? \ ?? \\ .g' ?.?'' ' +M \\ h,?, 9 ?/ 0(?/'?
%' ?%j?'' ? \? \ ? \ 1St \\\ II ? \r ??\ r / ? Wl`? \\\ o
U' ? ri ?,' -.- ?,•,?-mss }00 // /' ._ / ? =di / "J.ry ? ? ? -,1 / 1 `Y _ \ - - . / I/ ? ?/,(, \. \ \?
?? , y, %?I' I // / rr p5?' / / ?' a'' '' \\\ I I I \r/ „ orc \ _; ?- - / /? \ f kkhtD??1\?\\\\ a' 0 20f W e7
k <
sy 0 r L,?" /r' %i s??•?? - '? \\\\`\1--1- I\ "'DOC \ai'?<? ii.?6G?\ \,r/,// /1\?
5+ 0
10,
_05+ PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF. CLIENT. l _ _ m rrnlrn, 02/27/06 PROJECT.,
e..??e caae??,,
Yf• WIIIdL RAE
Kimley-Horn NC-EEP V- E=°??y VALLEY RELD3 FAF;?uI
JIK
and Associates Inc. WNW-
This dent, l Thee wIlh the mmepts and doe! s resented heron, m m nstn..t of mefn, h Intended ml for the ecl!c 1 ! .SOI lltb. ?? ~`
ate pn p y eo p pma and dam! PLAN\PROFILE - REACH A VV ARK JCD
`"e m Le":dn°N`P9we?RypPo nle°y ?Alproonn g"AC:olo r this d mmt nno l written mmmm nn and aoptoum t,' Hmae Han and Assowtes P.O. BOX 33068 - RALEK*-t NORTH CAROLINA 27636-3068 4M R- p imam racaa nn axes xn awm m In.
Cop^hl K'mley-Han and Assmnles, Inc, 2006 PHONr [phone] FAX: [phone] SFAL• " wRW 011795020 P5
III
760
756
J
tll?
'I?11
1 ?
1 ?
b
l
1
I 1 A
?/ 1 b
1
/\ar 1
\.I ? ?r111
??I I X11`1
I
m
0
'w
man
:
-- 1764
OD
150+00 150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 156+50 157+00 157+50 158+00 158+50 159+00 159+50 160+00 160+50 161+00 161
0
n
'ao
7601
7561
HC 0 211 411 6C
SHEET Pti FOR REACH D
\ (CONSTRUCTION \ 1 ,i
STA-2G0+G0"-202+914 ---,=__ / / / `\\\'•\? 1
\? Musr 0
-
-- Q^ ?ZILITYAR00N yi
?
?? - 1 ?? lF
\ WETLAND 1 \ /, i' // f \\ / -------------__1 / Yo° // 2?p?' ,?, J Q nl• p
N• i \ , ? % / d \ ? `\ ? '' / ate'/ / 1 '? 1 ??'? I ` ? ? Z =
I / '\ o--off / \ ? ? .,
/ >-?---y -}-
_
EHDREACH G???r- ?-----
? 4
l1 STA 202+98 T• 00 y \
/ BEFORE YOUDI01
CONTACT CINE-CAILL CENTER
1-800632-4949
I'V
? \\__ ? / _ ?_ \ _ - y tR? ? ???z=?? ? a ? '- ! '`? _ -- _ - 157+ - - ? _`_ ?! ? ?-??`??.a---r-r-- ? -r--r-2-?>-.s--rY
GL2 - -- \ - - \
- - - - - - - - - - - - - - -
RIP-RAP
(\I?i BEGIN
D SC dC IC
qzz
111\\\II'
,?,,.. saa-55aa \ \? ?\ \ ?a 4 \\ \?
I `\ \ s. "/ i 'LL, PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF• WENT. , .............
6AR,,
??
02/27/06 KUkGI:
*
°'
?
Kimley-Horn NC-EEP ='i
fES'?
:-
%tNWJL 9c"

S
K VALLEY RELDS FARM
MTM.

E
04
. 02"

IRV
Xn:
RFASIDN:
DAR
pDAMN pc
gFtl1ED pr. ® and Associates Inc ,
dET JIK

.
This doc
ummt together with the aanaapU and deplane presented hn'eln, m -in Wment of seMae. is inten
'
ded only fw the
geclRa purpos
e and diem .

PLAN?PROFILE - REACH B
":? ME'O ?.??.,p

.
,
SARK JCD
.t emllen auNai:aU. and adoptat1. by KndayHan and Assakles,
W whiab H epp prepared. Reue and kumr dI?p a? V, daummt .ith
lire, shill be nMop y to ey- m Anoalote; rc P.o, BOX _, .,,,, O" C,?,,, 27W6-3M ,,,,? A. ?
, „<,?,?,M ?,
011795020
P6
Copyright K'xnley-Ham and Aseadatn, Ina.. 2006 PHONE (>I 8J1-2000 FAX (819) ?- gAL• WRW
764
i ,
I 1
760
756
Ito
752 L ---'?
Iy
! ?w 1+
+= im
x?
IW
IZ
r ?3
161(F5
?.. ?' SCONE
1 764
i
------ ?_.._.„_... 760
-I
_ + ; 756
--..__..,1752
1 ,
L 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 166+00 166+50 167+00 167+50 168+00 168+50 169+00 169+50 170+00 170+50 171+00 171+50 172+00 172+50 17

J \\?\ \ \\ \ \ \\ ?\ \ MUST
\ 1??}I 1 \\\\? \\??\ .\ \ \\\\\ \ oa? ?` \\ BEGIN d 101A
\?SIUTY pR PF
/ i I \ \ O \ \ Og?? \ \ /_. OO
SNEET F12 FOR REACH J CONSY?ucngN
(STA J5D+?.J52i11L' -Ott
r- _-- >-moo-o-=-ate \ \\ o\ ?\ \ ` ----- \ \ J ou ------ § _ \ ?/ // BBPOBBYGUDIGI
\ \ \ ?'
"\ \ \ ?? ?\\ r= \ \\ \?\ \ _?\ \\ \\ \ \\ \ ! ?? /?-`--"r CONTACT O0-82[LCE'If&R
r? - - - - - - - - - - - _ <' l/ I 0 1-BOD?32-4949
oLL
set ' a-
v
\\\ 11 1j ? ?.\s§ \?\ \)?\• N \ ?._ ----ill-,, / //'\ Y`??? ???? -_____ ?? ,'
013
"LIZA
\ \ \ \` y
171+00
721141?lpyl ?11
172+0
\\ \\ 1 \ Jx 1 ,\\? -76T+T -lii_ +00"x/ . •D+DO r-l 17-1
\\ \\ '\\ 6 \I 166+00 .._ \.--"• / r?11 I \
%i
PRELIMINARY
\\. \\ '^1/ -- / ------- --/ `------ I \\ NOT FOR CONSTRUCTION
PREPARED IN 7HE OFFICE OF: CUENTo PROJECT:
CAAO02 27 O6
to/pRf53/p+;l?',
Kimley-Horn NC-EEP
SEAL VALLEY MELDS FARM NNW- 4? ? c
'?`'•"' l wre purxpr. acn®pn and Associates Inc. 11TLE. mR,.ivr JIK??rr
This dent, together with the ¢ C¢plp aA dnign¢ pre.ented herd,, m an in tru d xMce I¢ Mended my la the pedtk pur%n nd dint PLA ARK/dCD A7TANm 019001M nts AAI MKeFSe ¦?lue
er ?„d? R xe p Reu o nE Kn die Thh doamen¢et n Rtn m0ndffiin ndptnOn 6y Knley x¢n end Asso io e,, P.O. ?X 3 -,, NoarH C„„ N?PROFILE - REACH B
he, s6RJI ee ¢"PIny to°?Fn?¢y-Man aA¢wc?'¢ena?,c
Cop)right Khnley-Nan and Att Iota, he., 2006 P140NFs [phone] FAX: [phone] ? WRW 011795020 low
P]

764
760
756
752
764
760
756
752
m
x
U
W
z
z
W
174+00

-----------------
y5 \\
III \
\
,? Ins
/
/
/
\
\
I
I
I
I
I
I
1
\
1
1
1
/
/
/
,
r/
I
I
MT
TY PRo yi
o
JW ZS
¢Z ym
7 n
y
BBPORBYOUDR)I
CONTACT ONE-CALL CENTER
1-800-632-4949
40 0 20 40 60
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN TH E CFFlCE OF: wcnG a, u, 1,,
Sd CAAp
° -
D2 27/D6 YHUJCG I:
o
? lipligelfrA JIM
Kimley-Horn NC-EEP ; o5=;..-`:
r o,ti ?;
??
' VALLE I FIELDS FARM
n>m

rev
xe:
nxsale
be><
auwK ee
aeaaa 6e and Associates
Inc
" 4i F e j E e JI(
.
ThN d
and
tg.ther
R the
p-a
menmC
e
He
w
Mw
M
t
°}
mn ad
m
tb
m th
°
t
y
l
" H.01y? d a
e
d
l°
' .
' PLAN`PROFILE REACH B
-
"
RM w?VaP mRK JC
D
b
,a
„,I
Kr ie
s
o
a
t
m,
? ldl
i
f
1
l
m
a
odaP
a
u
o
f
wi
?
dom
l
e
nc y
wMl
Parul d
aN be lob uy ?Oqn ey- an and Aewolo?m
Inc P.O. BOX 33068' RAL IGK NORTH CAROLM 27636-3088 "q
t
111
,? AnAOm IIfFJBIa rIQ A K?Aele am Kueee
,
,
Copyright Klmley-Nom and AeaorWee, Inc.. 2006 PHONE (919) 677'2000 FAX, [phone] 0
SEII:
?
WRW
- 011795020
P8
173+00 173+50 174+00 174+50 175+00 175+50 176+00 176+50 177+00 177+50

780 1780

I
I.._._..'_.__.
_.. _.. _?.._.._... .. .?
776'°•-°-? ., 776

.._...,.__,,.._._..--
SIL
_._,._. ?_...__..?__.....J -_._..L,.-,
772 772
- -f
_. ?..._ I._ ..._..-? _ f
768
IL
768
( ?o
-
764 --- ;
O
,?'".°" ._
. _--_._-.
-_... A
?
?
_
764 b
I
y..---

o

0
bL) oFW
+w + o .. +arn
O? OW ` I?)N
° '
__._._j....?.
_
I-•-- _....
I m ° -I-?°o o -ow o ?
___
eW oab- wo
n n ro n a n n zj
+aa ( +z +z +zl +z + + + ++ n +arn
10
OW^
G1u1 i NjOI IyAaPI. ajrD Nam ?waf IOW f nW? t , W OWE 0§n
_oL a az d ' ?_oz _ o z d? _ _- __ o z.m oz m_ ?.
o_..__. Q o Y
""_
.o._e?'_.__.._._-._____
a
-?
, __--
H

Iy?

IW

1
m 760 a
760

r§FOJ
FW
Vi D] V1QW INO:W - n
a n i a
I
n n Q n a
nI
7 >
U
FOJ aUnaUn' aUn ah f a 1n? f- I.J H'J ia•,J F'J Fa-OJ
Vi O:W f FOJ fOJ _HOJ FrOJ IFIJ W w L I!)aW V1QEd (9KW NaW I
N0.W 11/0:w in 0:M IA?w I?yl' NaW i Oa

+
. _-__,?.

+00 100+50 101+00 101+50
100
102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 111+00
111-50

<U
7
I
r
I \\ -----.----- a
/ 0 D SC w er

ON MUST
I --- ?
1
ILITY
_ - - - - - _ ------------ S
pR
/ I iy / t C4? o
??==1=
- ==
=;5======gg======ag==
_
?
-- ?
I
° / i
1
?
<
==gg======yy=====_
/
7
/ os
I(lI
?AORREYOOU?D? Gi
ry??B/B
E
?
BE?E?"t
1 I / 1 %
.??\•??C?_C?D G?. / / /? // ?'!•()O // I /// , ?// I\1150.
l\LlW1
YL
WpVy1??P?V ?.
1-8013-631-4949
\-? 0 10 1
?
?•
°__ p6?
10

J=
?
. OSxO
II •''
48__ - _
\
104+00'-? PLUG PIPE MIK GRWT
(FLOWABIE FILL).
'
' \
'
/
{
C
``
-
,/ ?e? 1 / / _ J,
/----C +00 Y-j7+\
/
/ r / ?i
/ " PLUG/FlLL DI
TCIi
_ ' J : -..? ` _ i _
' •?e==?? '????
-
'- - \
`
- - - - - - - - -
- - -
--
--- - ae(
`/ / I I
S fi
?

ylllr-
1 1 \ \\ '"o \ \ \ \ I 1111 0(
r.
I I
`? ??k
\ /\ I I
? ' /°/ / ?/ ?'? / I ? 1
40' D m 4W A7
\
PRELIMINARY
NO T FOR CONSTRUCTION
PREPARED IN 1NE OFFICE OF• CLIENT' f a- uw,f
02/27 06 PROJECT:
,AEa p0?,,,
Kimley-Horn NC-EEP
•T?ipFESS/p'• 4?•;

iae SEAL VALLEY FIELDS FARM
TITLE O

-av. xe:

apxsatt

oere

mAw ea

xaaa ar. r
and Associates, Inca
.

?''• Ab E`:+•
+"•
•?
B JIK

mo®en
Mh 0aee?mr npetl and detlgm prpaa W. h=li oe m hslru.-t or amity, re Waled only fu Ne syal& pugou ma cFnt
ThB d-?..t , tageUa LLr
"a mmt WINaA nfttm wUaixatlon and odcptation by Nlmloy?Hom mM AaeacWtes
?
R
"
BOX 33068' ?I
N I1H C
?11?I
?')?1 2??
PA PLANIPROFILE - REACH C t
d
g ARK JCD Ai<MFD RW/=IIQ m MIEC 1QTNYR
?
g Amoa
otie, In?
Ina mall bewllhd licbDty
W NAnN7Xa . , .
i
.
.
5
- r
,.•`
..
.
0
FS
CopKi t l and Aa Mtn. l 2A PHONE [phone] FAX
(919) 677-20
0 .
......
SEAL WRW 117950 20
780
776
772
768
764
760
780
U
I
U
Q
W
0 776
z
w
772
768
764
760
00
°h
\
STA 116+03.24 C)>:
STA 36+87.42/(REACH A)
SEE SNEC P1-P5
\ \ I\ / / ! i'\ / 1 FOR REACH A CDNSTRUCTION
(STA%0400 - 107+35)
?Pl
ro
h
0
d7 D >p /C 1D'
SOON MUST
o LITY PR291V
f
A
JW Z=
6Z ym
0
ti
BBFORBYOUDIOI
CONTACT ONE-CALL CENTER
I-80D-632-4949
4,01 0 211 40r aw
-A eV-
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFlCE OF:
CLIENT: =7e/ 06 PROJECT.
Kimley-Horn NC-EEP°rFESS?,?.;?
VALLEY FIELDS FARM
n"E -? ???°.: ? ?IK
DAR mm IM. ?? ? and Associates' Inc.
Thhiyis tdoomment,F together with thaee-pte.n mddeesign perreesented herein, ost an instrument of 8, h Ht-ded xly forbDnNimleepaIk WNxe and d"t P.O. BOX 'a'te RALECK NOMH CAROLINA 27636-8068 PLANIPROFILE - REACH C %
'?-=/??q a"?`,??",°•' JCD
he!shall beenthw?laERtyR a IlYn?e Ma'moptl Asria ate;mInches daumen niMwt erlttan wthrAxNon and adaptation Hwn and AsexbUe, - ep Aitvlm woo= qF2 a MIm! MT wsm
CapyHght Ictnley-Hom ana Anwdatn, mu 2DO6 PROW (9I9) 877-2000 FAXr (99) 677-2050 gu;?"^r,niio?n r, wRW 011795020 Pl0
780
776
772
766
780
776
772
768
10
a
a
0
SEE SHEET P6 - P6 FOR REACH
B CDNSTRuc'nON
(STA 150+00 - 179+7250)

d /
{Bp d
r
t.UNGE POOL

40' 0 20' Ar air
?n!??
?1p1I MUST
?y,
y?0 L. ITY pR"l? 0
C,A A
ao zm
z 0
? %Q; y
BBH)RBYOUDIOI
CONTACT CINB-CAIL CENTER
I-600-6324949
AO' 0 90' d7 17
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN T HE OFFICE OR WCfI l: oouwryy
d CARO
°
.
<
'
=.4/05 rKWCU I:
Kimley-Horn NC-EEP
. 0,'REIEdp d'
a
o
?'
e •
.
,

a0
?r
s
SUL

? A' IU I ?,

VA-E1 FIELDS FA1111
TITLE

CV. xw

enaDe

AM

AAAx BV.

Eaap er. and Associates, Inc.
:

•: py E4/'? a
s

JIK
tc7am to
This do
w eunled Aereh, w on in ment f amino, 6 inten
rlN
N and Eeei
g
n
s
p
r
stm
ment
logeth
a
N
e
w
nap ded onq fx the rgxl& purpw e and client PLAN?PROFILE - REACH D ?_ ?
?••-'••;
?
_? ARK JCD
?
p?
a
?d
?yh
r
d
l
m
?
e
pr
p
n
e
us
IM..hgl IEe wimwl IwhYltyRtO KMN Mpx m Apotmta?nc duumenl xINOUI ttillen authai:alfan and adoplalbn by ICmley-Han aM AsaodaleS,
CapAlaht Klmley-Han am AaaNtr, Ina., 20D6 P.Q. BOX 3 M - ?? NOM CAROLM 27 36-3M
PHONE' (90) 677-2000 PAX' (BIB) 677-2050 /
?
.
4* R. N a.
gµ ry.^uu.i orr"
WRW A7NOaD IC6OM na NAB!
A 011795020 Name
200+00 200+50 201+00 201+50 202+00 202+50
SEE SHTEER PIS - P8 FOR REACH B CONSTRUCTION
STA 150+DO - 179+7250
1 1 111 ?f^? \? \? ??\ \?\\ 1 1 ) ,? ?'
\? \ \ A 1 +11 NDI
of R
\ \ ? STA 64+50 REA B
11 i b
I f???, ?? ? ?? ?1?1?1 11 11 \I \1 I'lllll?l 1 ??I ? I !
I I ?, `? ??? ? \I 1 11 1 t 1, JII!! IIII 'I 1 1?J
1 1 1 I I?I 1 \?'
I ?? \ 1? 1111 I I 1 1 1%J' 111111° .
I f ?.:,,., V I I I I I I hv. IJ '1? IIII 0 1
1 1 ? 1 1 v ? I I I I lye ?/ ?? IIII1 ? 1
N v l iL ?o' ?i ab
\ 1 ?xl
1\ I, ? \\ \\I \\? 11 \ \I\\ I , ,1, IIII I? 1'",?,\
11? \V\ 1? 1l I 1 f °° A
c ?O A\ \I \\ V 1 ?I IJ I ?Itil II Wa
b III ti
%
1 v? ?5d+ o =? '' ?1'?? III I
111 I .x=1`111 \??\\11 (IIII ??n? 1?
11?11? 11 1? 1 j 1 ?H III ?? J ; ?; ? d
V1 11 11 N1111 N11ti1 1111 ? l? `?? I
V1??11 111 1111 \111111AI?? ? % ?. 1
1\ o °0 1 1 1 ` AI 1\1\ \p` ? J J a\ 1 1
1 1 IIII 1?\ .1\ \111 \\\ / \ 1 V
11? ? l I l I 12?j?k111\ ? AV1\??I vVAV?, !J ? \vj ?I
t A?? II 1111 11 ? Al 1\ 1V 1 ? 10AA\I??\VA?V 1 Av ? I
?? it 11111 \\ AI \\ 1V 11VAAVA\\ VAVA?A
1 \ 11 \1 \ \ \ \ _°al
,i 1\I 111111 \\ 1 \I \I \II ? 1\ \?\?????\\\\\\ \ 1
111AI IIII I II1?I1 w\?,
11 I j l I j 1 1 1 1 ?? ° ????? VpN MUST
v ?? I I SEE SHTEER PIS - PS FOR LITY p?
\\ I I I I I s? -..BREACH B CONSTRUCTION Qp
STA 15D+oO - 179+72.50
a? TF??yIA
\ j l l? 0 0
I _ Z
aLj ?m
40' 0 20' AW 87 Y
I I I
BffiTORBYOUDIOI
CONTACT ONE-CALL CENTER
1-800-632-4949
PRELIMINARY
NOT FOR CONSTRUCTION
-? PREPARED IN THE OFFICE OF• CLIENT: 0 ... om,,,
12/14/05 PROJECT:

Kimley-Horn NC-EEP tf;:,
?opfESS;o
?
:Q SEAS f VALLEY FIELDS FARM

7171E 6484 i
02
and Associates Inc. F.rt-
S**.,e
E
W
c
?
'
'' JIK

h=t. Nelruent f ae'rice, 4 Mended mly fa the speoiFK WNwe and diem
ncpp
We dowmen4 together with the ari I. end designs preemted
tatlan b
Kimle
-Hom aM Aeeoolatee
eu o oAe M er rdim an ThH wlNwt eltten wthaica6on aM ada
d R
hidh II
t
e

P
Q
BOX '
'8 - RA1ML'I
NQF{fl? CAROLINA 27636-3068
? PLAN\PROFILE REACH J
r
,
I N
(
•,
?'d//,

ItK/JCD

RAM w9WW 1KM

Ml1?n

lEf Mlt?e
y
y
,
p
woy re
w
o
Inc
lo
Inc, shot be withpa fiobdlly ?hn?eyNam a?i A. .7
Copyright K6nley-Hom and Asmclalq Nei 2006 ,
,
,
.
,
PHONEc (M) 677'2000 FAX(99) 677-

gAl; r r

WRW

O11795020 p?

P12 IZ
tIW NI6F
?1? JSILIiY p,?a?
rF
?^ o
BEFOMYOUDKO
CMMACPC!@.CVLCERM
1
I I
I I
3FEEr V6
I I
I I
\4?

REACH UPPER A
STA 50+00 TO 81+50
I
g'? I
' REACH C
STA 100+00 TO h15+55.3
MET 19 /
.?r
1 w I ,, I
I
V
/
I ?/ J
REACH B
STA 150+00 TO 177+92.66
I\ I I I
REACH LOWER A
STA 81+5 TO 107+40.55
1 I / _ v
REACH J
STA 250+00 TO 251+17.89
plc / V REACH D
STA 200+00 TO 203+50.95
r /
1 •/ I
PRELIMINARY
? NOT FOR CONSTRUCTION DAM PREPARED IN THE OFFICE OF.• CLIENT: e1b"?A?O` 12 1405 PROJECT:
Kimley-Horn NC-EEP N.T.S. Fd
raQ xRlrKSVu
VALLEY FIELM
SERI N A
. M_ Power. Inn ® and Associates1 Inc. ¶'m, PLANTING EF,'e JIN
4 tageNa adU tAe oanaple and deapns preaenletl. M1eneln, as an nsWmenl of senica, h ntmded mly ya Un apealfc puryoae and diml ,@IM.;``yW,: SARK ?? ai "Ml IUM
This ?doa,mpen "
Io., eholl b. MIN. l.bliy to Kimey-m Mpand A, Ca ;ice document viUaut written auUwruatan and odoplafpn by Kimey-Nam and Aeaxioteq P.o. BOX 33068
011795020
- ?I..E?I, NORTH CAROLINA 27636-3068 KEY/SYMBOLOGY SHEET """'°? R• ? °' Attu es, Copyright Kimley-Han and As-latm Ina, 20M at PHCW- [phone] FAX-' [phone] sAt: WRW a
General Notes:
Temporary planting will occur immediately after construction to stabilize areas of bare soil.
Permanent plantings and seedings shall begin in season optimally between February 15 and
april 15. However, the planting supervisor shall have final say when to begin planting.
Prior to permanent plantings and seedings, the site soils shall be prepared for planting. Where
needed the soils should be plowed or ripped to improve compacted soils and eliminate
channelized flow from non-target areas. Soils shall be amended to facilitate vigorous plant
growth. Exotic and invasive plants shall be treated and removed.
The site shall be planted by the zones depicted in the Planting Zone Typicals and Riparian
Planting Plan sheets with species listed in the accompanying Planting Table. The contractor
shall use methods outlined in the Vegetation installation notes and details.
Planting Zone Descriptions
Zone 1- Stream Channel
The stream channel zone includes the stream channel from base flow to bankfull. The exposed
banks of the channel will be planted with live stakes with on-center spacings of 1.5 to 2 feet.
Zone 2 - Stream Bank
The stream bank zone includes the area from bankfull outward away from the stream 20 feet.
This zone may be planted with a combination of bare roots, containerized plants, and
transplants. The canopy will include at least 8 different species with no species representing
more than 25% of the total plantings. Similarly, the understory will include at least 8 different
species with no species representing more than 20% of the total plantings. Plants shall be
placed with on-center spacings of 6 -10 feet. Three to four understory trees shall be planted for
every canopy tree.
Zone 3 - Riparian
The riparian zone includes the area beyond zone 2 to the edge of the floodplain where the
hydrology supports bottomland hardwood forest vegetation This zone may be planted with a
combination of bare roots, containerized plants, and transplants. The canopy will include at
least 8 different species with no species representing more than 25% of the total plantings.
Similarly, the understory will include at least 8 different species with no species representing
more than 20% of the total plantings. Plants shall be placed with on-center spacings of 6 -12
feet. Three to four understory trees shall be planted for every canopy tree.
Zone 4 - Transitional
The transitional zone includes a 20 foot buffer between zone 3 and an adjacent open area such
as a field or easement. Species tolerant of full sun shall be planted in this zone at an on-center
spacing of 6 - 8 feet.
Zone 5 - Maintained Easements
Zone 5 covers areas of maintained easements.
grasses only.
These areas will be planted with warm season
Planting List Reference
Hall, Karen, 2001. North Carolina Stream Restoration Institute NCSU, "Recommended Native
Plant Species for Stream Restoration in North Carolina."
Smith, Cherri L. et al., 2004, North Carolina Department of Environmental and Natural
Resources - Ecosystem Enhancement Program, "Guidelines for Riparian Buffer
Restoration."
Woody Vegetation Planting

S
i
tifi
N LS-Live Stake; BR Bare Root; CN Container. TP Transplant; RC Recruitemem
c
en
c
ame Zone t: Stream Zone 2: Steam Zone 3: Riparian Zone 4: Zone 5:
Bank •Channel Bank•To Transalonal Easement
Canopy
Acer ne undo TP;RC;BR RC
Acer rubrum TP;RC
Betula ni ra TP;RC;BR;CN
Cara cordiformis BR
Cara ovato TP;RC;BIR
Celtis loevi ota BR BR m
Dios os vir iniana BR e
Fraxinus TP;RC;BR TP;RC;BR a
Ju lans BR;CN
Li uidambar TP;RC;BR
m
Liriodendron p 1P;RC;BR
N so BR;CN N
Pinus echinato TP;RC;BR n
Pinus TP;RQBR in
Platanus occidentalis TP;RC;BR TP;RC;BR
Po ulus deltoides LS 0-25% n
Quercus michauxii BR;CN BR;CN
Quercus ni ra BR;CN
Quercus pagoda BR;CN r
Quercus hellos BR;CN BR;CN
Quercus shumardii SR;CN
Salix ni ra LS 507
Ulmus alata BR;CN
Ulmus americans TP;RC;BR
Underatory
Aesculus s vatica TP;RC;BR
Alnus serrulato TP;RC;BR X
Aronia arbutifolio BR BR m
Asimina triloba TP;RC;BR TP;RC;BR m
Baccharis halimifolia BR 00
a
Collicar a americana BR o
Car inns caroliniona TP;RC;BR TP;RC;BR
Ce halnthus occidentalis TP;RC;BR TP;RC;BR o

Corpus
amomum
LS(257) 0

"
Cor us americans TP;RC;BR o
m
Crates us crus- alli BR•CN
Crates us flova BR•CN m
e
Hammaelis vir iniana BR 3
Ilex o aca BR
Ilex illato BR•CN v_
a
Lindera in TP;RC;BR =
Ostr iana
inan BR a
Rhododendron enoides BR v
Rhus a BR
Rosa ina BR
Rosa l
tris SR
Rubus folius BR
Sambucus densis LS 0-25% BR
Sassafras m BR
Sta h ea BR
Vaccinium bosum BR
Vburnum tum LS 0-25% BR
Riparian Seed Mix
Scientific Name Common Name %
Leersio or oides Rice Cut Gross 5
Juncus effusus Soft Rush 10
Panicum clandestium Deerton ue 20
Panicum vir atum Switch rass 50
Vernonio noveboracensis Ironweed 5
Helionthus an ustifolius Swam Sunflower 5
Eu otorium fistulosum Joe Frye Weed
5
TEMPORARY SEEDING FOR
LATE WINTER AND EARLY SPRING
Seeding mixture
Species Rate (lb/acre)
Rye (Secole cereale) 30% 120
Browntop Millet (Panicum ramosum) 70%
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Note: Ground cover shall be established on exposed slopes within 30 working days
following completion of any phase of grading.
Plant Spacing and Distribution

Zone
Spacing
0 per 1,000
feet Ratio
Understory
to Canopy
1 1.5 1.5 250 400 --
2 6 6 10 25 3:1 to 4:1
3 6 6 7 25 3:1 to 4:1

4
6
6
15
25 All
Understory
5 -- -- -- -- --
Zone 5: Easement Plant List
Scientific Name Common Name
Ponicum vir atum Switch grass
Andro 0 on eradrii BI Bluestem
Schizach ium s Little Bluestem
Sor hostrum nutons Indian rass
Pancum s Panic Grass
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED N THE OFFICE OF. CLIENT,
"'pCAAp
°
12 14 05
PRaJGGI:
EEP ,?
?
r
e
Kimley-Horn NC- y•
: o ?.-a oE9SJ N/A

N A VALLEY RELDS FARM
I TITLE: 1E1
026494

DAM
pruex er
aca® er nc
and Associates '
-
?
£
R
? X
Mr.
. N- xcvaae . . a
)
TA? NOTES -
r'?W
?01 MEE
'
+
l
'
!
'•
'' ooam art
This d-..t,3tag.tthadwith etuhe c?m? cpts aM dmlgm p-tsd herds4. inmmmt of seMm, h Intended mly tin Ne spmlAC puryoea and dhnt
ds docut wlUwt w ittm mthdizoWn and adaptatim by Kmiky-Nom and Ass.W.4
mi
rT%6
R
?
?
1"%
lr i
I
cd
IE
wwl
PO BOX , ?X 33M - t 1, NORTH CAAOt.t't?i 27636-3068 r? •
•••••"
??
'f
''•,''?1 A, w ,a
" DMP And yp NYrt a¢f MYae
Otty
W
AYde
Xa
n
n
n
n
oll
e
e
Copyright xinH,-Ham and A„ocletm Inc.. 2006 _
PHONE [phone]
FAX: [phone]M
?,u:
wxw 011795020
V2
. . . . . .jvvvvl U U U UI..,..,'++++++ '++++++1...... U U U Ulv°°VI °°°
. . . . .IvvvV0 0 0 0 4. .. .1+++++++I I+++++++I. ?0 0 0 0 bvvvd Ivvvv
. . Ivvvv 0 0 0 0 ....1 + + + + + + I + + + + + + ....... 0 0 0 Olavvvl 6vvv
-t iv v v v1 00000000?' . I+ + + + + + + I I+ + + + + + + I • ...4l000000006 v v v d Iv v v v
,b v v v IOpOpOpOp4...... ++++++++++++1 I+++++++++++++I...... Yp0pOpOp01 v v v vl 6 v v v
" Ivvvvl 0 0 0 0 1.... • 1+ + + + + + + 1 + + + + + + .... • . 0 0 0 0 l V V V ? Iv v v v
bd 0 0 0 0 ......1 . + + + + + +I I+ + + + + + +I... • D 0 0 0 Olvvvv vvv
l0 000p1.... • I + + + + + + I I + + + + + + I ?0000000016 vvv? vvvv
,.,``. ` vvv
, , vvvq d0 0 p 0 p 0 d',',,.' +1 I+ + + + + + +I . 0 0 0 0
..REL. . vvvv00000000? ,., I+ + + + + + I I+ + + + + + O 0 0 Olvvvv vvv
1 +++++++ +++++++ 0 0 0 0 vvv vvvv
vvv .1 ++++++ 1 1+ +++++ 0 0 O O V 4 v p IV
v v v
`I 000000004......1+++++++I I+++++++I..... 0 0 0 0
. . W• Ivvvv 0 O 0 0 I+ + + + + + I I+ + + + + + I.... ..D 0 0 0 0pavV9 Ivvvv
?" 7 v a v 0000(.-.-.-.-. 0 0 001 . + + + + + +I I+ + + + + + +I 000000001 v v v vl P v v v
. . . . . favvvO0O0O004,.'.', "I+ + + + + + 1 I+ + + + + + I 0 0 0 0 bvvvd IV vvv
vvv
lv v a v +++++++ + + + + + + + + + + +
0 0 0 1 I 1+ I .... O OO0 () 0IVvVVI I, vvv
.
O
.?.W.W.'.vvvv 0 0 0 1......[+++++++++++++, 1+++++++++++++l .. 4 0 00C) 0 0 0 Obvavd I vvvv
r<? uvPV t v v v 1000000004 I+ + + + + + + + + + + + I I++++++I ?Op0 0 0ol v v v vl 6 v v v
I w + + + + + + I J 1
+ + + + + + + + + + + 0 O 0 0 vVVV vvvv
avvvvavvvvvvavvvvvvavvvvv1d0 p0 0 00 0 p0 0 00? 1 +
+ + + + + + +I I+ + + + + + +1......Dp0p0p000lv VV v vvv
avvvavavvvvval O O 0 01....,.1+ + + + + + 1 I+ + + + + + I......?pppppppO?vav? vvvv
0
V v v v v v v v v v v v?0000000? .. j+++++++++++++I+++++++++++++I ... . D 0 0 0 01 v v v v1 v v v
4t e>a?r°4t? U 0 0 0 I+ + + + + + +I I+ + + + + + +I 0 0 0 0 pvvvy IV vVv
Op Op Op Op Op Op Op Op Op Op 04 ......I+++++++++++++ I+++++++++++++I...... ?00p000p01 v v v vl r v v v
0 0 0 0 0 0 0 0 0 0 0 I I I I.1 0 0 0 017vvvQ Ivvvv
000000000000000000000....'. +++++++++++++1 +++++++++++++]'.*.'.' .. 000000001 v v v I 1 Iv v v '
0 0 0 0 0 0 0 0 0 0 4 1++++++ I i++++++ 0 0 0 0 bvvvd vvv
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + +I+ ++++++ 0 O O OlvvvvI 6vvv
I +++++++! I++++++ j' 40000000017v v v d Iv v v
0 0 0 0 0 0 0 0 0 0 0?......+ + + + + + + + + + + +I
0 0 0 0 0 0 0 0 0 0 1'.'.'.'..'.II0 0 0 0 Ivvvvl 6 v v v
pp pp Op pp pp Op pp pp 00000 0 O O 0
+++++++++++++, +++++++++++++ I_..• O 0 0 O vvv1 vvvv
0 0 0 0 0 0 0 0 0 0 0?......1+ +++++ I I+ +++++ I D 0 0 0 Olvvvv vvv
0 0 0 0 0 0 0 0 0 0 1 ....•i+ +++++ +I I+ +++++ +1..,...0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 ++++++++++ ++++++ 0 0 0 0?vvv? IvvvN
?O?O?O?O?O?O?OnOnOnOnd......1+ + +! ;+ + + + + + +i N r-% nOnlvvvvl Tvvv
0%JououO
0000000
000000000
0000000
0000000
0 0 0 0
0000000
7 0000000
0000000
00000000
0 0 O 0
0000000
0000000
0000000
7 Op00000
0 0 0 O
0000000
7 0000000
00000000
0 0 0 0
0000000000
0 0 0 0
v 000000000
0 0 0 0
ZONE ZONE ZONE ZONE STREAM ZONE ZONE ZONE ZONE ZONE 5 ZONE ZONE
4 3 2 1 1 2 3 4 (EASEMENT) 4 3
PLAN VIEW
I I I I? I
FIELD I I I I
(OUTSIDE i ZONE ZONE iZONE i ZONE
EASEMENT) i 4 3 1 2 i 1 I
I I I I I
1 20' VARIES 1 20' VARIES
?I I I I I I
I I I i I I
ZONE iZONEi ZONE !ZONEi ZONE 5 !ZONEi ZONE
1 2 i 3 1 4 1 (EASEMENT) i 4 3
VARIES
SECTION VIEW
20' 1 VARIES 1 20'
20' ' VARIES
Q3 E3
Q3
E3 E3 ?3 ?3
E3 E3 C3
?3 E3
EXISTING
FOREST
I
EXISTING
FOREST
I
I
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OHTHCE OF: CLIENT: ?N'1CAR
'' 12 14 05 YKUd[G I:
NC-EEP , ??
p?
.
`
s
'
?
/
Kimley-Horn SC:O
yo
;O
.
f? s N.T.S.

e
°

N
T
S VALLEY FIELDS FARM

®

I

„TLC suL
02
"'° .
.
.
CALL MAW BC CHECKED BM nc
and Associates JK
NEV. N.
d
Thi REV90W.
6 intende
IN and desi
resorted herein
os an bsWmenf of mice
ta
e t N a
ns
t d ml
Ne geclik purpos .
e and client .
, ? ZONE ?? .......... ar c`,
' ARK
y on
,
,
aumen
p
p
g
p
,
s
fa Nhld1 II Ncp p I o mA Ynpaper rdim Ub doanHnt vM.1, Witten authorimtlan and odoptatlan by KMley-Ham aM Aewdatce
Auoaioaalnc
hdl
thw
B
bi
o
an and
K
b
- P1L?4, NOWH C.?M 27627636-3M
P.O. BOX 33M
'''.r? R. 'CIA •C
'
AnxfBn 119WI E HB!
A MB?e
011795020
>1CT MABOt
V3
N
dy
a,yHght e
emeley-Hn
Y008
Ki
an
Associates. Ina,
Cop and PHOIe- (96) 677'2000 FAX- (99) 677-2= SEAL
BARE ROOT/CONTAINERIZED VEGETATION
1. General:
LIVE STAKES
1. General:
Live stakes are to be installed on exposed stream banks to bankfull elevation of the designed
stream. The Planting Supervisor reserves the right to reject any "stakes" that do not meet the
above mentioned criteria The Contractor shall replace rejected work at no additional cost to the
owner.
PERMANENT SEEDING SPECIFICATIONS
1. General:
In order to establish vegetation in restoration areas, such as bankfull benches and
slopes, bare root and containerized vegetation will be planted as shown on the plans or
required in the Special Conditions.
2. Materials:
Initial vegetation material will be provided by the contractor. The contractor is
responsible for correctly installing and maintaining vegetation material.
Vegetation material will consist of bare root trees and/or shrubs and containerized trees
and/or shrubs. Container material will be in quart, gallon, and three-gallon plastic
containers.
3. Preparation:
Planting should take place in winter. Immediately following delivery to the project
site, all plants with bare roots, if not promptly planted, shall be heeled-in in constantly
moist soil or sawdust in a manner consistent with generally accepted horticultural
practices.
While plants with bare roots are being transported to and from heeling-in beds, or are
being distributed in planting beds, or are awaiting planting after distribution, the
contractor shall protect the plants from drying out by means of wet canvas, burlap, or
straw, or by other means acceptable to Planting Supervisor and appropriate to weather
conditions and the length of time the roots will remain out of the ground.
4. Installation:
Soil in the area of shrub and tree plantings shall be loosened to a depth of at least 5
inches.
Bare root vegetation may be planted in a hole made by a mattock, dibble, planting bar,
or other means approved by Planting Supervisor. Rootstock shall be planted in a
vertical position with the root collar approximately h inch below the soil surface. The
planting trench or hole shall be deep and wide enough to permit the roots to spread out
and down without J-rooting. The plant stem shall remain upright.
Soil shall be replaced around the transplanted vegetation and tamped around the shrub
or tree firmly to eliminate air pockets.
2. Materials:
• Live stakes are to be dormant (cut fall or winter) and gathered locally or purchased from a
commercial supplier.
• Stakes must be freshly cut with side branches removed, but with bark intact (ensure that
bark is not stripped during the cutting, preparation, or installation of the stake).
• Cuttings are to be collected using a saw (not an ax).
3. Preparation:
• One end must be cut at an angle for insertion into the soil and the other end must be cut squad
for tamping.
• Cuttings must be kept fresh and moist prior to installation.
• Cuttings must be prepared from 0.5 to 2-inch diameter stock and approximately 2 to 3 feet
in length.
4. Installation:
• Install stakes the same day they are prepared.
• Start the installation nearest to the stream and work up the bank/floodplain.
• Cuttings must be installed right side up with the buds pointing upward
• Cuttings should be tamped into the ground at right angles to the slope and angled
downstream
• They are to be tamped into the ground for approximately 4/5 of their length,
• Cuttings that split or become "mushroomed" must be replaced.
• Stakes should be installed in a random configuration to prevent gullies and promote a more
natural effect in the re-vegetated area
Permanent seeding will be used in combination with woody plantings on the up-slope
side of the riparian areas and down to the bankfull elevation. Permanent seeding will
occur in conjunction with temporary seeding where applicable. This mixture will also be
used in any terrestrial (areas not inundated) riparian areas that have been disturbed by
construction; designated as wetland and/or riparian enhancement; or as directed by
Planting Supervisor.
2. Materials:
A riparian seed mix at the rate of 1/4 lb per 1,000 sq ft or 10 lbs per acre shall be used for
seeding. The table labeled "riparian seed mix" lists an herbaceous, permanent seed
mixture.
3. Preparation:
On sites where equipment can be operated safely, the seedbed shall be adequately
loosened. Disking may be needed in areas where soil is compacted. Steep banks my
require roughening, either by hand scarifying or by equipment, depending on site
conditions. Planting Supervisor will determine condition needs onsite. If seeding is dot
immediately following construction, seedbed preparation may not be required except on
compacted, polished or freshly cut areas. If permanent seeding is performed in
conjunction with temporary seedling, seedbed preparation only needs to be executed one
14. Installation
This mixture shall be planted in late fall in combination with the temporary seeding
operation and woody plant installations. Seeding should be done evenly over the area
using a mechanical or hand seeder. A drag should be used to cover the seed with no
more than ''/1 inch of soils. Where a drag cannot safely be utilized, the seed should be
covered by hand raking.
SHRUB AND TREE TRANSPLANTS
1. General:
Existing site vegetation may be used to augment plantings. Transplants may only be taken from
disturbed areas.
2. Materials:
Vegetation to be transplanted will be identified by the Planting Supervisor. Shrub and trees less
than 3 inches in diameter shall be salvaged onsite in areas designated for construction, access
areas, and other sites that will necessarily be disturbed.
3. Preparation:
Transplanted vegetation shall carefully be excavated with root balls and surrounding soil
remaining intact. Care shall be given not to rip limbs or bark from the shrub and tree tra
4. Installation:
Vegetation should be transplanted immediately, if possible. Otherwise, transplanted vegetation
shall be carefully transported to designated stockpile areas and heeled-in in constantly moist soil
or sawdust in an acceptable manner appropriate to weather or seasonal conditions. The solidity
of the plants shall be carefully preserved.
Installation of shrub and tree transplants shall be located in designated areas along the stream
bank above bankfull elevation or in floodplain restoration areas as directed by Planting
Supervisor. In areas of compacted soils, the soil in the area of vegetation transplants shall be
loosened to a depth of at least 1 foot. Transplants shall be replanted to the same depth as they
were originally growing. The planting trench or hole shall be deep and wide enough to permit
the roots to spread out and down without J-rooting. The plant stem shall remain upright.
Soil shall be replaced around the transplanted vegetation and tamped around the shrub or tree
firmly to eliminate air pockets.
Spacing of vegetation transplants will be determined onsite by the Planting Supervisor.
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF. WENT: p„BARO _.5 05 YKWILU
? r t
d
gs
e
Kimley-Horn Nc? o?E
,o:V'
? eN A
v
se

SUL
?*
A
N vAU.?r
RE?s Fay
„Tv =
` =

rev. xa
rewnc
wre
mew m:
anon ar: and Associates) Inc. -
'?' f ;V0
. ; . ;
g
SE Ax

?•
This doamm4 togeth er with the a le and deign, pre-nted herein, os . n,Wmml of smvlce, H lntmded .ly fm the spmthc purpose and dimt
fa wh+th 1 woo r are Rave o al? Ynprodm rdnn(a m thls document withal wilt. cuthcAml'wn and adaptation by KIg.y_H m d Aasodataq

Inc, shill be l.y-H i I•b d to y am m Aesouo ee, a
Copyright KmleyHOm .d AseodeUe, nc, 2006
P,0 BOX 33M - RMMGK NORTH CAROUaa 27636-3068

PHONE (t6) 677-2 ? FAX- (90) ?-?

• ??? • ' '• ` • ' ?? V

'r,,'ttl ?, Vt?,a

SEAL ' DMP

RB'

?>u•m ?? MM

m M?
ott79eJ020

Ailn
01 SHOVEL EDGE - CONTRACTOR TO
PROVIDE SMOOTH CONTINUOUS EDGE AS
SHOWN ON PLANS. SEE DETAIL THIS
PAGE
OZ SHRUB PLANTING
0 GRWNDCOVER PLANTING
® 3" MULCH LAYER
Q 6" DEPTH TILLED/AMENDED SOIL PER
SPEOFICABONS
© ROOT BALL
-IN SANDY / WELL DRAINED SOIL
CONDITIONS
SET TOP SURFACE ELEVATION OF
ROOTBALL
FLUSH WTH FINAL EXISTING GRADE
-IN HEAVY CLAY / POORLY DRAINED SOIL
CONDITIONS: SET TOP SURFACE
ELEVATION OF ROOTBALL 1/4 - 1/3 OF
ROOTBALL ABOVE FINAL EXISTING GRADE
O EARTHEN SAUCER
OB EXCAVATE PIT TO 2 7IMES THE WDTH
OF ROOTBALL SCARITY SIDES OF PIT
SO THAT SIDES ARE NOT
SMOOTH/GLAZED.
OB BACKFILL WTH SOIL PER
SPECIFICATIONS
LARGER B&B MATERIAL:
-REMOVE TOP 1/2 OF WRE ROOT
BALL BASKET OR FOOTBALL STRAPS.
SYNTHETIC STRAP
REMOVE ALL
MATERIAL FROM ENTIRE ROOTBALL
-
-REMOVE TOP 3/4 OF BURLAP ROOT
BALL COVERING. REMOVE ALL
SYNTHETIC COVERING FROM ENTIRE
ROOTBALL
11 11 CONTAINER GROWN MATERIAL:
REMOVE ENTIRE CONTAINER FROM
AROUND PUNT PRIOR TO PUNTING.
O PUCE ROOTBALL ON SOLID
SUBGRADF, NOT LOOSE BACIfFlLL
SECTION MATERIAL
® UNDISTURBED SUBGRADE
TYPICAL LANDSCAPE BED PLANTING DETAIL (SHRUBS AND GROUNDCOVER)
NOT TO SCALE
r
2EEi
PLAN
SECTION

Q TREE STRAP
O TREE C!O' CURE ADD TUREULIAES F
NECESSARY TO STABILIZE TREE
Q TREE GUYI G STAB
Q UJARNW. FLAG
O ROOTBAL
-N SANDY /SELL DRAINED SOIL LLNDRIONS,
BET TOP RRFAO@ ELEVATION GP ROOIEA.L
PTSUR
FLUSH WiN FINAL
T y
_ y
1/2'
T
.N HEAVY CLAY / POOFdY DRAINED SOIL --?I --
Fs-
ft-
O
COND
V4-0 AOHIM SET TOP SURFACE OF R701BA1J.
V4•NS ABOVE FINAL. FXISi@G GRADE I
FIAT TOP END I
© EARTHEN SAUCER
o B" FILLCM \ GROUND
© EXCAVATE PLANTAG PIT To 3 Tms TIE WDTN LATERAL BUD 1
e SURFACE
OF ROOTEALL T6 MNJ FLARI G SIDES OF PR
AS SWOINL SCARIFY SIDES OF PIT So THAT THE
I
SIDES ARE NOT 9100TH OR C"MD
O BACKFILL WITH SOIL PER SPECIFICATIONS
® Famo+E TOP IG of MRE ROOT BALL BABET BARN RIDGE
OR R001BW.L STRAPS. REMOVE ALL

SYNTHETIC STRAP MATERIAL FROM ENTIRE
ROM BALL
!)
SIDE BRANCH (TILL
p
REMOVED
O REMOVE TOP 3/4 OF VJRLAP FOOT BALL R
COVL•RTG. REMOVE ALL SYNTHETIC GlISPIxG
FROM ENTIRE ROOTBA.L <
1
© PLACE ROOTBN.L ON SOLID SUBGRADE - NOT °
LOOSE BAOQgLL MATERIAL
O WDI811RBE0 BUOGRADE
LOW SEASONAL
t10ff& WATER TABLE
L REFERENCE OPEC FICATIO S FOR ALL BOIL 45' TAPER
PROCEDURES' BUTT END
TYPICAL TREE PLANTING/GUYING DETAIL
(FOR 12'-20' TREE HEIGHTS AT PLANTING)
NOT TO SCALE
I ?
TREE
Y
DRIPUNE-
3' MIN. STARE
,. •s*"? -L st • ---HEIGHT ABOVE
PROTECTIVE BARKER-? .:.. I _.. I GRADE
1-7
NOTE
TREES TO BE SAVED WALL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED. AT THE DRIPLINE
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
FEEDER ROO
FEEDER ROOTS ARE LOCATED
AT'DRIPUNE' OF TREE ELEVATION
AND PROVIDE TREE WITH
MOISTURE AND NUTRIENTS
SEE NOTE 1 & NOTE 4
I
DRIPUNE -
r ten,.
& NOTE 4
OLIRINC CON57M1CTON
TREE PROTECTION
1. DO NOT COMPACT SOIE RENEATH TREES NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY 11 IALS SHALL BE STORED BENEATH TREES RESULTS OF
COMPACTION CAUSE WATER NOT TD RUSH THE ROOTS AND THE TREE
WILL CIE THESE FEEDINGS DCWR WELT. AWAY FROM 7XE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WTH UWNMOWTAS, CCpONNSiRUC110N EWIPMENTT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BAT SHOULD PREVEN DAMAGE FROM
DCCURING DURING CONSTRUCTION.
2. NO CUTTING OF URGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL N SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WNDS REM OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WAL PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID WT AND TILL WTHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
0
SOIL PROTECTION
FABRIC TYPES
4 C
ba T T6peope 7 Cook&
c PWamat
d C-350
30' LIVE CUTTING (DORMANT)
LIVE STAKE DETAIL
NTS
INSTALL WOVEN COIR FIBER MAT
OVER SEED ON 500
/ ESTABLISHED PUNT SHOWN
FOR OR INFORMATION ONLY.
INSTALL SPLIT 2' X 4' X 30'
DEAD STOUT STAKES PER SPECIFICATIONS
OR STAPLE PER MANUFACTURERS REWIREMENTS
"• (IF FIBER NAT USED)
PUNTING TO TOP
?• OF RIP flAP (TYP)
:,'CASTING
GRIND
NOTE:
IF USING WOVEN COIR
/)p FIBER MAT, INSTALL
LONG STRAW MULCH
BENEATH MAT.
LNE STAKE (IN EARTH)
NTS
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN T HE OFFICE OF:
NC-EEP , "' ... 5 6 OS """"•
Kimley-Horn "TS wmF

BEAT ??
N A VALLEY REDS FARM

I I
® nT? °?w° '
'
N.: RLHS Om wre durN er. taEG® er. e
nc
and Associates) : O
StiFM E?I r
I RE Loa®JK
doament, togeUer wM the to and deelgm pre-teed. hereW, m oa MRWment of Rrda, b Mtended only fa Ne epedfx: puryox and client
hM N ?as.preSp d Aeu a Ihm dxithaat eHtten Or¢otlm t= adaptal'mn by Kimlef-tlam and Associate%
b< w H iody t% od ARaohte;?lla
ynghl IGnlaf-Han mM n Aeex6ln, Mc. , 2006
Cop
POBOX'S' M ?(*'(, NOWH C IS y?-'B
PHONE (99) 6n-2070 FAX' (M) 677-OM E -7. E A E t EEy DU
W vM? E e evE R F s
,•e' ?';
, A

P
G" R

,/G
rJ
1?/
0000
)00000
0000000
000
)0000000 I-
000000000 0601")o 000
F
)OOOOOOOOOOOb00000000
00000000000000000000
)00000000000 0000000
00000000000 0000000
)00000000000 000000,
00000000000 000000
DOOOOOOOO000POOO00
00000000000q0000
D000000000000000
00000000000 000
)00000000000 00
C,
00000000000 0r?
x00000000
0 l T ,?, fi
l
T T _? n' T T
\ ?^'k •n? i 7 T T
OAAAAIA A ? ( ?4r ????
\
0 \
':--?,_755 : ` ?' •-•:5, :?r''t'ti:v A A
?-?+?'?y,;Y:i:•f•i:\'• •'.:? i.r \ \'?:A4AaZ1 4AA A A
i?:?::'+''''?•'p3 p'•i:::'/•.+ . ..; .. AAA A A A A
...:'\?\. .3•:. \ A 000
\
:
\ 4 4
A 0
..

- -- xl ?`?•`- l AA
rn A

. 1 , N• a
•f I 1"3
a,
ml
m
cn' , A
A
?y. O A

m o
. // 0

i L / i

fso 11
q
Ifs
PLANTING LEGEND:
ZONE 1
ZONE 2
ZONE 3 _ _.
ZONE 4
ZONE 5 (UTILITY EASEMENT)
EXISTING VEGETATION
(TO BE LEFT UNDISTURBED)

r?

I

/d
/
/

/
/
!

l
40r 0 20 4W w
PRELIMINARY
NOT FOR CONSTRUCTION
- --- PREPARED IN THE OFFICE OF• CLIENT: ,••CA
p t2 1x/05 PKU&L; 1:
-EEP ,*
R
Kimley-Horn ti

@
` BFAL ?
N/A VALLEY RELDS FARM

i
I

,,,LE
;
0264M
• Mal,

ae w:
uxso'a
pAE
auw pr. arcam
pr. ates
nc
and Assoc
. VEGETAION
i f ?;,`?d E@r+? F
.
B IMf
'
!
• ?'K

Thin d-t. t.q.I[ m MthR?the I 18 and ddgns pcrsasmted haeln, a m in t...t d s-im B intended mly fm the eped& purywe and dlat
Inc, I be vith'wt Iiabilly IoNIAm.1.1 . d A' ,, p to a dmmmt xiThat vrltlm athaAZalun and adoplolian by Ninle?lkm and A+mclotn,
capyrgnt W.Iff Igo?a and Aaembl?A Inc. soon
P.O. BOX - ??, NCH C -30M

PFIONE: [phone] FAX: [phone]

LAN
,
;
?
.
•?''??qr A. w`?`••••
g,,l; "
ARK

WRW

An? _

011795020

V6
w PLANTING LEGEND:
ZONE I
ZONE 2
! i rr.u.T
ZONE 3
\ ZONE 4
\ ZONE 5 (UTIUTY EASEMENT)
X \ EXISTING VEGETATION
p\I \ ?..,.. (TO BE LEFT UNDISTURBED)
N
IN
\ \??\
\V v - .,
i
' \1 \ \a \ ? ? ? LOCATION OF SANITARY SEWER N THIS AREA _
.?: \\ \ \ •\- . -- - - - - - _ - IS UNCERTAIN. LOCATION SEEMS OUTSIDE OF U O 0 U
EASEMENT.
-i00000000"' ll
00000000000
v \ v (?av 000000000 000000
:•: •,, I ? s\ \\?\° ° ° ° ° ° ° ° ° ° v- !000000000000000000•
400000000000000000001
\ \ \ ° ° 0 000 4 4 0000000000000000000000. 00
L \ \ a ° ° ° ° ° ° '0 ° ° °-°
( y \ \ `\\ \°°°° 0000000000 ° ° ° ° °°°°°°°°°°°°°Q°a0000000000000000000000000b0(
00000000000000000 ° ° ° ° ° ° V-4 <°`d 0000000000000000000000000a00
0 0ooo0000ooo000oo00o0000000p0(
\ \ \ ° ° ° °°°°°°°°°°°°
E ?y v v vv °? 0000 0000 0
00000 00000000000000
0000000000000000000000000000 ° ° ,000OOOOOOOOOOOOOOOOOOOO000g00
st \ \ ° ° Q ° ° ° dpp
0'000000000000000000000000o000000000 00000000000 000000000000000000000000000 OC
4\; \\\?\ d\\la°a 00oOQ000Oooore-fl-0OOOOOOOOOo0000000000o0000000000000000000000000000,, 000000000000000000000000000 00
??•, \ \ `\\ °°°° 000060oooooo00.0000000000000000000000000000000000000000000000000(: J0000000000000000000OOOOOOOOOpO(
11 6: ` ??, iii \ \\\ °°°a OOOOOOOAOOOOOOl"o o000ooo-QQo00ooooo00o000000000000000000o000000; 0000000000000000000000000000Q00
0 v\ >? ^?` -\\\\\ QaK° OOOOOOOOOd00000a'0.0000000000'08•o?OOOOOOOOOOOOOOOOOooo00000000000{ 0000000000000000000000000000000
0000000069oooooOb-QooooooooooooooooooooooooooooooooooooooOnn` 000000000000000000000000000000 00
Oo000000ooooooooool?000000000000000000000000000000'0-000Od 0000000000000000000000000000000 0(
0000 QQQ009b'000ooooa%oooooooooooooooooooooooooo0000-o?o 0000000000000000000000000000000 0ry
s>.
--d-500010 pO
0000000000000000000000 0 0000000000000000000000000000000_ p _0?
`issue?a`, \\? \1\?°? °a°°0 0000 00 00 0 1 01 0 OOOOOa 0000000000000000000000000 000-01,
= --
X. p u?» »5 , ?? `\\\ \ I >? ° 00000000000000000000 0 0
I o0000000000000X0000000000000000000001
''^• '" \ ° ° % ° ° ° ° ° ° ° ° ° ° ° ° q4,44 ° 0 0000?0 OOOOOOOOOOOOOOOOOOi
14 q e? ?• \ \ g °-° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °-4-e o-?-o- 0 -so 001\C00000000000000000/
0.0"
,, '.ur {'r':.% •;. .. :.: ,-_ 4-9 °c°°g°aa°°?r°?? a° 0000000000000010
1??
q 0
z? v ___ - ----- ---°-a---°-q--_-_ a-°-- 0
:???A:v vv a - K- 0 0 0 000
.. ?\\ - sa °°4 4 4 I
-a
-0 74 --7
k?
i
e7..
17 .0 10'
I
Ilk, lk.
PRELIMINARY
NOT FOR CONSTRUCTION
- PREPARED IN THE OFRCE OF• - CUENT7 ?'CA
'N 12/14 O5 rrtwrc r.
-?P •;,.?ti
',,
pp
°
$
Kimley-Horn =°%E
;??: S FARM
SM N/A VALLEY FIELD
I
i M JIK

wEa. w:
uvmo'.
ogre
oAAr er.
ax.a? er. nc.
ates
and Assoc VEGETATION
g,i ?,
4 f
ThM daa t together Mth th. aana??.and d.%p pr tx d. hTiF, a. an h.Wment M xrvia, is inlmded .1y fu th. apedfie poryoee and d'ant
for wh'?ry tt wa Rr o aaydd) Ynpr re0anaem UM doamml MMod wr8ten aoMaaalion and adapla0on by Kimley-Nttn and Amodata
I- Nab h. „FUPaa`PmAlity tol91., an an°&°fAaeodotp, be

Copyright IOnIq-Hom and Ano10m k.. 2006
P.O. BOX - f , NORTH (. I.?')?1 27636-30M
PHONE- (s?) s77-2000 FAX: (919) s77-20W

PLAN
'',??Af q, Wh?•`•
?,: '
K
WRY!
ARAM FAFOWU FLEE

'Ia1 MA?Bn
011795020
MAie

V7
,? a s 00000000000000000000
a a a a a a
a a '- 1
a b ° a a a 0000000000000000000 a a a a a \ `
° a a a a a a a a ? \
a aaaaaa a \
aaa ??? ?aTaaaaaaaa 1 00 00 0000000000000000000000000000000
a s ? a s° a a 00000000000000000000
a a a a a a a a a a \
O c a ? `? aaaaaaaa a 00 00000000000 00001
a aaaaaa _ \ ?`\ \?
GOO aaaaaaa.0 0000000000000000000 a a aa \ ?\ \
\ \ \
0000 s a aq °' ° °aaa°a°a a 000000000000000000 .0 .0
000 a as ° b ? a a aaaaaa a 00000000000000 aqa/
000 00 agog ?? ° °a aaaaaaaaaa a 0000000 qaq `0\ \ °?
)00000 0 gagaq ? \ a aaaa°a°a°a a a a a°a° ?\ `\ `\
00000000 agog ?? a aeaaaaaaaaaaaaa \ \
0000000000 agog b? \' a a a a a e \ `? ``? JO aaa
0000'0000( 00 a
0 q ?? ` \ \\ 10000000000000 J00 a qa
a
\
000000090000000 0 0 0
aaQaq ??\\ \`\ 0 aaa
)000000,000000000 0
0 agaga ??? m? 00 a
0 qa
000001000000000000 q ° q q
i0$0000'rO000Uo000600G ? 0
00000000000000000000 °°aaaa ??b? as aaa
)000000000000000000000 aaaaa ?? \ _' agog a.4
00000000000000000000000 agog ? a a
IGOOQAOOO,QOOOO,AOOOQOOOOAO °qq ? _ T a °
a
00000000000000000000000000
a°a ? \
1000000000000000000000 OO0000
QOQOOOOOOOOOOO00000000000000 aaaaa ????`\
)00000000000000000000000000000 aaq ?b\ \ \
0D"00000000Ono 0001OOOOd000aaU000d0 aqa ?!?` / / ' T/ ``s \
0000000000000000000000000000000
00 00 000000000000000000 aaa°a ?\\ `\ `\\
0000000000000000 00000000000aq / / \ \\
000 000000000000000000000 0
000 000QQ0000 q q
000000000000000 0 OO000 0 as
) 0 0 0 0 0 0%,100110011001
000T0000000000000000000000000 00000000 aaaq q `.? / F `?\ ??
)000 000000000000000000000000000 0000000 agog a tee. \ \? ?\
000 000090-O'Q000000000000000000010 O0 000 a as
1000 OOQ-00000-Q000000000000000Q,0000 OO?OOOOA
oo-a t?oOOOOOOOQOOOOOOOOOOOOOOIoooooOO 000000000
)000 0000000 a 000000Q_00-0-o-o-aeo0 000000C200 0000000000 °aaaaaga --AV \`\ \\
000 0o00000ooo6ob0000000000000000000o000 000000000 a
0 000000000000000000000o000G0o0oo0000000 oooaa 9,0
i? 006000000000_0000000000-0-0-0-oR000000OaQ00 0 ooooboboaaaaaaaaa
000000000 000 GL0000000000000-000000000tr000 000OOO'Q OOOO a aaaaaa a` b.? \\ \\\\ \\ r
aqa a 'T4. z
_ ,e0 t ?po0o 000\0000o00p'o9'o 6000000000000000000000000 a
` C, 20 D ??b 00000000,OOAOOOO,00 0000000000000000000000 .4 \ \ '\ ` m
3.: pig kYaQ_ _ oooq,000?3?Yf -g00000000000000000 1I 00 0
>?T}?r8_. _?YoOOr?o Qo000oQ , 000000000 °aa''? ?? vv vv? m
Ii::: :: 3. 9? S3L$ _ _ Ckfl S? @ 6 6> )-Q,0 a ?? - ?`? v ?'v m
OOO)OQOQC cr..' 000 000000000000 oas,o _ do ; „ ` _? gd?q\ ?\ \ (_
.•::::•::. ::•. OOOOOOOOOOOOGO'00000$ OQO » a' :zt;..:::. tE?t3d0 OOObe.? `00 m
r: •:::::
00000000000000 OOa00
A-0?Q OOOO??fl0.Q _ _ fF00000 00000 ?`: ?A` ?0000 \ ?\ `\
::•:;•.
!..U'' 000000000000000 0000000000000 ::.: 00000 X00 4 yy i a °\ \
QQ00 \ \
0000
;? 0000000000000,.,:::'. '->:_.. 0.0000000 .' :'. :y':'''%;<;:;'';•.'''::•:•• 0000 00.: :?... \ \ \ \ \ S
00000000000 - Q00 e? 0 0 0 .. .. :?'?? : :`?` ` Oa00-060r \
00000 00 oo::. -
b,0A 0 0,0 0 400 0
?.
x.
:•
0 0 RC 0 -: 000000 000 .•? `•.?\•.' •..?..'? .?_/ a a a a \ \ \
\
d•:
0 Of 0 0 - - fi. O.p000
ago 000o00 :..:::: ...... :::.: ••: ?.. '...:.. ooaaoooooo ? ??? \'a"^?' -•?'??_ ? ???,?
30,0/c Q ? S o,6o p o o : • : . '<*?:::<.::•:;:::..:::;>' ....." o o '..:.:>:.. ... .. ' 0 0 0 0 0 0 0 0 0 0 0
r:. ::::......
troro ,oooGOO •:::•.. '' •:•:•?.. 40000 ;; ?* a6ooooo000000 6L:,.,:•'-,+,-•?•wry.
;?-0'o aoooiooo oolvoootlRoo:.. voooo"oooo(Toooo i•? rrOOCF 000000000 OOOp00000000 i 00000000000000000000 .? ``?? -ate??
..'
Ooa oooooaoooo OOOOmooooo00000 0000000000000000000000000
odo ooooaooooefo : - 0000000000000000000to0o0000000000000000000000000
Ooo ooooomoo?oooo ,y: 0 000 ooogoooo,pooo oboogoooo oooQ,Oooo,Qooo ooog0o \ .?
0 , ooooooaooooo0000 00000 00000000000000000 000000OOOO 000000oooooDoooooGO o
O 00000000000000000000 00000 0000 oooooooooooooooooooooooooooooooooooooooo0 0 `. t
0 ? s
o 000000?00000 000000000000000000000000000000000000000000
booooo0000
?oooo000000000?0000000 0000 oob0oo0o000000000,'00000ooooooooooooooooooooooo0 0 F. \\
0000000000000 000000000 aoooo I0000?009ve-O- a 0oao oa0-0 pp&000Oro000000,0-0 e0ooe c
Ooo00000000 0000000000 ,ooo tioooooogooooooo ooooooa tetra-0cfo aooo?o0000000 0
0000000000 000000000000 roo 00000000,0000000900000o0 0? \ , t
Oo00o000000000 GO0o0000000 0?Oooooooo,oooooooQoooooooO GooooopOI0000ooopOO0o0\0000 \`? t
n nnnnnnnrvnnnnnnn^n^^^^^^^ ^^^^^____ •
PLANTING LEGEND:
I
ZONE 1 ` _ ''•?'i•..,+qa
ZONE 2
°eDOa®°°eOeO ZONE 3
ZONE 4
ZONE 5 (UTIUTY EASEMENT)
EXISTING VEGETATION
(TO BE LEFT UNDISTURBED)
W 0 AC 40' 0tl
PRELIMINARY
NOT FOR CONSTRUC'nON
PREPARED IN THE OFFICE OR CLIENT: uB 12/14/05 PROJECT:
NC-EEP oESSA
`
Kimley-Horn :°`? VALLEY FIELDS F
SEAL A
N
I
i
A ,ITLE: a J
N
M.,'. Ha: r¢umae: ae,E ? CH2?ar nc.
ssoc
ates,
and VEGETATION lt
Es; ?,FFej
'• 611E W,.°
1 ?
?

dowmant, togeUaaeddwlU eUe a aeafadI and deeyna prmnted heats, as an In t-nt of evMae, Is intended wly for Ue specMk puryox and aunt
This
?e ml bewnUw luhl'dy to K F•MOm n AUWo?uw',14.1nc6 d-rant. thwl with wthonmtion and adaplatIn by =.,Ham nd Anaciat.%
CWN'9ht NIMey-Hon and Amcl.tsc Inc. 2006

P,Q, BOX - .E , NORM l?./1 N(L 27636-MM
F}bt? ? ) -2000 FAX- (99) 677-2050
PLAN
... !'
h, A.'M .•`
•FM^'
SF1L•
ARK

WRW
A7ak°'?°°'a "°
LIC

A
011795020
MII?t

dlQy 1/0
1U

u u u u u 0 0.0-0-0 0 0-0-0-c
v v v v u u u u u oo
/ y / vv o 00° 000 °°000000000 00000 0 0 0 0 0 o v
/ / A vv 0 0?0 00 o u o 0 0 0 4?9? 0 0 o0D0o0o0o0o0c
% vv °o o°o° D 0 o 00
o°o°o°oqo°o°o°
o o oo?o°o o (?I.a 006 0 0 0 0 °o°°°°°`O G O O O O D 0 0 0 0 0 0 0 0 1 z d oA0 OQ i b 0 0 0 0 0 0 0 01-i,
o 0000 D000go0000-) aOroa--0 0°000004
/ b o 0 0 0 0 o D o 0 0 0 0 0 0 0 0 0 o a 6 0 0 0 0 0 0 o a o
o oooo1OOOO 000000 ¢¢a0aooo 0000000
/ vv o 0 0 o u 0 0 0 0 0 000 0 o D o o\ 0 0 0 o D 0 0 0° a.G o.0 0 0 0
P / vv 000 0°0°?y°o° °o°oqoq0°0 0°0°o°D° 004l p?o0a9D og- 000° °0°0°000°0
\/ / l A vv o 0 0 0 0°0 0 6, opp 0 0 0 040 o op D o 0 o a o 0 0
/ // / vv 00 000°0000 0000 ?0 0°000000 00 II, b ?0 1I?0°0 00060
0 000 0 0 0 0 q 0 6-V e° 9 O0 0 0 0 0 ( b`i b b o l 0
0 000 0 000 iCyv ?F0o0o0 0°0°0°OGO°
°G G°00 0 VVV ?0 0 G G °G G \)j?b 1}ll?l G°G Ci/br(} .?5 ??''r
0 0 G 0 D 0-'0 0 0 0 0 Q
I / / x 0 0 0 0 0 0 0 0 J 3 H°
0 0 0 0
0 0 0
/ Avvv-:v p vvvv v
40000 04 v\vllv avvvvvvvvvv 00°'0 0° "'?av
gvv 0 0 0 0 a00 ... v V
vvvvvvvvvvv 0 / vv 0 0 0
?/ / vv 0 vv vvvvvvvvvv 0 0°0°0° vvv 0 O 0 f:r 000 0 0 0 ?, v v
/ vv vvv vvvvvvvvvvv 0 0 0 0 0 O b y`'r a.• f \., / ° 0 0 0 0 0... 0 0
;..... „ , v
/ vv vvvvvvvvvvav VCy- O p 0 0 0 G.S
v _. :••..N - - r .:?. '•?:::' Fy,..'',?''.•::Y'-. 0 0 0 0 0 0 0000
4r Y r::yvp:r:•. %'''.....
r„:; 0 0 0 0 6A 0 6v
/ vvv o 0 vvvavvvv 0 0 0 0 4 o-0-0 0 / 6 r6 0 0 0 0 0
r O OF ¢ v v
0 0 0 0 0 0 0 0 0 0 0 0
v v v v .:::.;: ,:;::;.: 1, ,, ." - _d 0 0 I ../Y 1, ? .: ;'::;Y' 0 0 `':::.. •:::•. ?
.. 0
1 0 0 0 0 0 0 0 0 0 0 0 0 0 -0-0-0-
. :::•:•:.:;:•:::;.;.:..
vv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OO0 OO 0 0OOOOQ a0 vv
....... O O O O O
1 0 00 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 :::......:? :. .
v v ::: •y
0 0 v v
0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
vvv v
;:•r 1- , o q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00
vvv 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 ..?. " :::;:; ;• ...:•::::::::::: 0 0 0 0 0 0 0 :::::::... •: ;:•:.... .:: v'v o v v v o o v v v v
0
/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 .• ? '"'"' •••`"•?'?'
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0-0-0
vvavv6vvvvvvvvv v
0 ,, -•,n,;•. :: `; : '.: w ::;;:: ::•.... • O D 0 0 0 0 0 0 0 0 0 ?;»•:......vvvv v
/ vv 0 0 0 0 0 0 0 0 0 D
I1 vv 0 0 0 0 0 0 0 0 0 0 0 0 0 0-::::::;:;:>' •,:;..v ... .... ?. .,? _. :;:?•r,:•:.......... Q ::::::::::::::::::::::' vavvvvvvvvvvvvv
0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 y ' ::;:#3::; . :::^•......... 0 Q-0-0 0 0 0 0 0 0 0 0 0
e/ vv 0 0 0 0 6 0 0 0 0 0 0 0 Q-6 0 O Q 0 0 0 0 0 0 0 0 0 vvvvvv7v
0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 / _.. r..A. .. vvvvv /
vv 0 0 0 0 0 0 0 0 0 Q-6 0 0 0 """ "" ''' "" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
, /-
00 +//' by vv 0 0 0 0 0 x-0 -0 0 0 0 0 0 0 ODODQ v v v v
v v 0 0 0 0 0 0 0 0 0. 0 0 000
:: D 0 0 0 0 0 0
r. o0oooooao vvvvv , _ _?
000000 0 s:<.. -
v v 0 0 0 0 0 00 x 0 0 0 0 :.' ;#'S l fp :: 5 v v v I 0 0 0 0 0 D D 0 0 0 0 0 0 0 0
O`
vv °0°0°0 0 0 0 'O 0 0 0 0 0_0 0 0 :',.•ry;: vv v I vc 0 0 0 0 0 O 0 0 D D 0 0 0 0 000 0 vvvv - /\
0000 0 0 lo- 9 fl 0? 0 0:' .. / ? /1 pQ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vvvvd 55
0 0 r ,?
v v 0 0 0 0 0 0,"0 0 0 0 000 0 0 0 0 0 0 0 0 0 O o 0 0. 0 0 0 0
vv 0 0 0 0 0 0 0 0 0 0 :•. r 0 v v. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vvvv
0 0 0 0 0 0 6 0 0 o D ° 0 0 0 0° 0 0 D 0 0 o vvvvv /J G--
vvv o o 0 O o d o o 0 0 v / v' 0 0 0 0 0 0 0 0 0 0 0 0 0 0
vvv 0 00 0 Q 0 0' 0 0 0 0 vv vv "' 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 vvvvv
rvv 0 0 0 D 0 0 0 0 D 0 0 0 v/v / vvcf 0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0° vvvv
0 0 0 0 0 0 O 0° C
r* 0 ?v t vv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 bvvao ¢ \,
vv 0 0 0 0 0 0 0 0 0 0° ,0 -
V -0-0-0-0 0 0 0 0 'r yWv ! vv C :: 0 00?0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vvAV
v 0 0 o u 0 0 0 0 0 0 0 0 r 0 v / vv, vv 0 0 0 0u 0 0 0 0 0 0° O D 0 avyAb
vv vv vv vvvv
0 0 Oi 0 0 0 0 0 0 0 0 0, ?. // \ 0 0 0 0 0 0 0 0 0 0 0 0 0 r r
0 O O a D O O d 0 0 0 0 Od ?? v v ! v y v v 0 0 0 0 00 0 0 0 0 0 0 0 0 043v
0 0 0 0 0 0 0 0 0 0 0 0
00obo000o0000 0000800000000 4 r
0 0 6 0 Q-6 ° 0 0 0 0 0 [ ?., 0 vv I vp vv 0 0 0 0 (? 0 0 0 0 0 0 0 bvv
0 0 c5 0 0 0 0 0 0 0 0 0 v v / v ro v v v o 0 0 0 o D 0 0 o vvvv
09` 0 o 0 0 0 O O O ? .. o o o o o°a ooo0o o
0 e-o 0 OOOOD00000 :. 0 vv t vv / vv 0 0 0 0 0 0 0 dvavvv ,
vv !
Dv v !i v v v v 000000 0 00 000 000 0 v v, , a '
o9o 0 6 0 O D 0 0 "' vv
0 vavvvo o
vv !, vv vv '
0 0 0 0 0 0 0 ; 4.'•fi
??ddd vv 0 0 00 0 0 vvvvvv /
0°090_00000OD°° 7 v-1 vvTf vv 0000000 vvvvvv / /
vv 0_0 0 vvvvvv-
vv vvvvvv
0° 0°0°0°0° 1/ l 0000 v v ?Al v v / --
gooooa°
0 0 0 0 0?pp 6-00 v vvr __? vvvv / vv vvvvvv
/0 0 0 0 CYO,,,, Y l?r l 0 0 0 vavvvvvvvvv vv vvvvvvs?
0 0 0 0 0 0 j. b o o
0 0 0 0 00 >h 0000 0 v /\ vvvvvvvvvvvvvvvvvvv vv- °i v v v v v
°0°0°0° 0 d 0 v/ vcvvvvovvvvv vvv' Vv 0 0 0 Q?0 0 O vv vy / vvvv vvv / / /
0 0 0 0 0 /' > 0 0 9
??I ! vv vv / vd
00°0°00q00°?° 000 v vv
v v /
0 0 0 o r 0 r =
p00 0 po0//00po 0 p F o f 0 M I I D \ It 0 OD v
C 0
/
&0--&0-000,)0 ?___= r /
- l YIIII g?6 et
00.. -D 0 , ry
0 0 0 0 0 :.' u 811 _ 0 vv r @
0 0 0 0 O
_ _? /\ @ h
0°0°0°0°0 .. ' +#. ?p gfll / 0 0 vv
FIJI ! I D v v @?
D°o°0°0°0 /l 1;. LO F1 4a
0 0 0 0 0 h} 01 0 / ?-- - /
0 0 0 0 0 no O vv // @
000009C5000 }??all I}. o v ll @@ __
/l @
0Q-6D000000 17V
0°0°0°0°0° / ?111?11\ vv
0 0 0 0 0 vv I t=-°=
o°o°o°o°o° ?4??1 oov
?-
0°0°0°0°0r o it I 1 /?--?--

°0 °0 °o°o?
0 0 0 / t
7 ?•?? ) DD I Ill ( h I PLANTING LEGEND
,
ZONE 1
ZONE Z
:•.:.. d l f \ ZONE 3
' `• •v iii?~ / i ice' 1 F .? ZONE A
ICNL S (U11Utt EASEMENT) ii
E17SRNG VEGETATION
//E k \ (TO BE LEFT UNDISTURBED)
PRELIMINARY
NOT FOR CONSTRUCTION

PREPARED IN THE OFFICE OF. CLIENT: "
r,, 12 1405 rNWG:I:
eS
CAq?
'
Kimley-Horn NC-EEP o esii
+. s -
r;eeF off, s -
wmn.

•
i° SELL r;
N A VALLEY RELDS FARM
I n emu
KV.. N.: DAM- MW ft a?ar nc.
and Associates, VEGETATION `•:?.
er `
, auam re'K
This daama4 lagemtha *ith th a dI, and 14d peeaenled haein, as m InWmmt of emix, h mtmded mly Ia Ue .Welft Wryme and dimt
Inc, ahoA beww?thWaul kbdilyRlo?AhJiyNOm?Ae>so?ge Ind d0tl1ment riUml wdtta mthakation and odaptotion by Nlmley-Nan and A-aclote>,
Gappighl ?ml?-gym and A„mHl„. L,<, z?5
P.O. BOX 'Raj, NORTH (`„(? Q7'?-'?
Prar: csre> 677-2000 Fax: (M) 677-2050

PLAN ''.,/%q`'^••"'•?b'='e`?
'''at ?• N
: ARK

WRw And ?? FUM q Mlts?
?11?9$?10 iNEi MIeOe ?/?
r.7
a
If
IA
r
' /' / // i vvvv 1 / ••/Li?r /'/ / /?
------------ / ?/. // j vvv r /E•', / / /
vvv
%
vvv 0 ov
vvv 9 / .;• :'%,?' .:..
;0 D '/:i^'? t 5 vv I
0 p ;ti: / ;i vvv q
vpv 0 0 0.:' :2•: !/ ::"4`, 06 van
sG D p/ 9
vvv 0 v v v
q
vv 0 0 vvv
v v v v v
/__//,rr Tarr pv vv
vvbbvv dwvv 7 ov0 0'. :%I ?uV1.0 vv /?
?1....vab' vvv
( / / I //r//?? r'?,%' ..`• .': D vvv , ,, / ,?- vv ?l I v`° / ??
D¢
Q bq k
Vn vv vv °vv ao.
'vvv
?,
/ / ii//rf' r i ?i, / •. \ S \ ?.;: ` r?Iso \ // :-Vl---o v v00j,
v a
31 v6\\/// is d o /f ::. \ r/tP :` \ F
?` / v ? ti y?
y D / s J ?'' ,` E
0
lI `v4:?? A A ??? _ „DDOO`-? vA`
II I\\\?\?? \ \ _ \ 0 v v /, ?? ,' -- -_ \,? • \ a" h rte. s , /„ . l.. l F F
?/ 1 f
W 0 10 W IC
%: \\\\\\ \ vvvv
7a5 v 'v PRELIMINARY
7/w v
NOT FOR CONSTRUCTION
a 2GNEa / vv OuOvO°j uOut
v
ZONE 4 ?v 0O0 00 00 00000
0000000000000,
?ZONE S(unuTY EASEMENT) voo00C0000000000b`0000:
DOSnNGVEGETATION / vv 00000000000000 0
(TO BE LEFT UNDISTURBED) (°p p O DOD O D O DOO O?.
00b000 0
vv 9
3 ;.
:.::.::..:..
j/ i/ I vv 00040 0 00 9
0 ,0
j / ,Jl rl v 000'0000 •-?Jr Kyri}iiYf';•
PLANTING LEGEND:
ZONE 1
ZONE 2
PREPARED IN THE OFFICE OR t,ULN I: s w ??u? ,,,
12/14 05 YIfUJG01:
,o`?M CAgp?'.,,
'
Kimley-Horn NC-EEP saio
*o o?E

SEAL
°
/
A VALLEY FIELDS FARM
TITLE ?
26 J

,av. hd
unsae
Ohre
mhwx n:
asaao m: and Associates Inc.
:
VEGETATION
4 i FA 4eia ? c
IK
ird
This dowm-t, together with the can a and dedgns presented haeln• as an InsWmnt of xrsice, 6 mlended only k` the spedlk Ixwpaea and dNnl
Mis doaumenl dthaR written aulhaimtian and odaptatron by KhdeyHom and Associates
a rdla a ar
a whi K wa
re R
to
P
Q
NORTH CAROLAJA 2763r
-3m
BOX 33M - RALEIGH '' (''•..,.....' '1! p
qM
ARK
a? ?
IOU
,
g
p
pd
In?
Copyright ht Alb<-'mley--HaP?n ana Ry w AmodaayGa. Y2, an 2006 Auo ?alew
op ,
,
-
,
PHONE-:- (99) 677-2= FAX: (90) 677-2= PLAN

gq; "'

WRW 011795020
,H/1
sl ry
Y
1
----------
M J \ \? \? `\ ? ? 775 ?"
yl
v V'7 v v v v v v b.

F>e>e^e :1 ZONE 3
ZONE 4
ZONE 3 (UTILITY EASEMENT)
Ems-nNO VEGETATION
(TO BE LEFT UNDISTURBED)

i
t
da D w dC w PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OR CLIENT: a ^p°??"" n IA'
12/14 05 PROJECT.
NC-EEP "
Kimley-Horn `
al VALLEY RBMS FARM
ia SEk E R A
i
I JIK
mv, xo: Mm. ww
ar. amaD er. nc.
ates,
and Assoc VEGETATION 'E'';?A E!; ?;

M sand dee out writthort
This doamen4 together ?dh the %na presented herein. a an instmment of Is blended oy for the apec'k paw and client
fa d.ity to Ra k?roper rd' Uip d oament ndhal written autRharixalion and adapt tatioon n by YJmley-Ilan and Aaodotec
soli b.',7thiu` and A °0 ea"Inc
U-.
Cap)nght Kimley-Horn and AaeoaWlaa ba, 2006

?{ NORTH C/11?17?-?8
P.O. BOX 33068
FAX' (919) 677
PHOPF (91B) 677 1677-2M

LAN

rrM 9. ?? F ARK

RW ATUAm IvGnla nE! MA?e

m

011795020 SF[f Nt1me

N1
1'tl
ni
I
111
11? ?II\U
1
11`)s? I U
1•_ ? 1\
1```n) ?04 T\
lI Ir?? ,
.- ? II 14 ??
11(1 \ 11'
4? \1t?ll \? 11
iv> I? ?V v t
v(v 1 ? ? \
v ?0 11 17
q d ?\?
30(SD?J0000b0000O0ODQ0O0'Ob°0..p°0 0C,!? PLANTING LEGEND:
0 C-lb, 0 0 0 0 0 0 0 0 0 0 o 0 D 0 o 0 o T1- ?$ o
O O 0 0 0 0 0 ZONE 1
o D D o 0 0 0 0 0 0 0 0 0 o v
°0°IOO°a°Q°06 0°0°0°o°0)°D°0°0°0°
?i°0°0°0°0°0°0°0°0°0°0°O°0°0°0°0° o?v zaEz
0 0 0 0 0 0 0 0 0 0 0 0 0
> o d 0 0° °0 0 b o 0 0 0 D 0 aq
0 0000 0 0 0 0 0 0 0 0 0 0 v°` ZONE .1
O b o 0 0 o D 000 0 0° 0 0 0
0 0 0 0 0 0 D o o- 0 0 0 0 0 o v?
0 vv \\ ZONEa
)0°011 0°0°0°0° 000000 0 00000000
>09000000000e0o0 vb ,1 \
0 0 0 0 0 0 0 0 0 0 0 0 b???,,, 0 0 0/
0 0 0 O O o D 0 D 0 Q 090 0 0 0 0 0 0 b v
ZONE 5 a¶utt EASEMENT)
0 0'. ob 0 0 0
>o 0 oo`Q00000000 00
0 0 0 0 0 0 0 0 0 0 0 0 0' 0 O d° `
,
0 0 0 0 0-0 0 0 0 0 y 0 0 0' vv Ewsndc VEGETATION
)0 060,o(:>000-0400000 0 0 0°0°0 0 000000 u
0 0 0 0 0 (TO BE LEFT UNDISTURBED)
l \ \
)ooooooo-°'oo0o0o o boo d vl r 1 ? ?
0?0o0000 000 0 060000 0 0
i-l>-0000000p-000000/
0 0 0 0o 0 0 0 600o a
o ? o 0 0 ,-i
.6°
)0,o000ogo0 0 0 \
o g o 0 0 0 0 0 0 0 0 0 o v
o g o 0 0 0 0 0
0 o p o 0 0 0000000000 o 00000 0000 Oo 0o yC oo v I
0 0 D Og 0 o g'0 ' 0- 0?0 0° i S \
0 ooooogoooo aaa, \
>000 000/ook{o0d0°° \
0-o 06/0 3- 0 0 ?/&()o o 0 p_0 00,
) 0 0 `-0 - 0 0 0 W D O VV avvav \ \ \
0 0 0 0 0 0? 0N- 0 0 0 0 v vvvva vvvovvv \
O?? 0 0 0 0 0 0 0 0 0 0 0 Y \
0 0 0 0 0 0 0 0 0 0 0 0? 0 by vwvvavvv vvvovvv ,1 \
O 0 0 0 0 0 0 0 0 0C60.00D0o- 0 a? ( av v davvv vv
0 0 0 0 0 0 0 0 0 \0 -- \ \
> 0 0 0 0 0 0 0 0 0 0 0 0 0 vv vo0 0 0 O0Q vavvvvvvvvvvvvvv E
0 0 0 0 0 0 0 0 0 0 0 0 0 ° vv\I`vb 0 0 0 0 0 vvvvvvvvvvvpbvvv \
) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b I Q 0 0 0 0 Oi
0 0•
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vv 1 vv 0 0 0 0 0/0 0 0 ev v vv vvvovvv \
> 0 0 0 0 0 0 0 0 O 0 0 11 vv 0-0000 0 0 0 ov vov
0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v 00 0 0 600
0 0 0 0 0 0 0,,S 0 0 0 0 01 0 0 v 1 vv0 ? 0 0 0 0 0 v vvvv v \
0 0 0 0 0 0 0 0 0 0 0 c? 0 0 v 1 vo 0 0-0 0 d-0 >a O D O 0 D 00 0 vov vovavvv
>oo0oooo0Yo?00g0DDOgo y_._- 000 000000000 00°0
000000 op000000v`7 V17 0000 0p000ODOOO 0000000 v v vvvv VV vvv
>RoDOOOo?o000000o GL 000 00600 0000000000 vv abvv?vavavvv
0 0 0 0 0 0 0 0 0 0\ 0 0 0 0 0X0 °° 1 ° 0 0 0 0 0 0 0 0 0 0 O O o 0 D 0 0 0 0 0 0 0 0
'0'0'0'Q'000 0 0 vvv 0 b`8 0 0 0 0 O O O O O O O O D O O O O D 0 0 0 vvvvavvvvvv-v-
0q00000'0'0'¢ avv
0 o p vv av 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D o 0 0 0 vvavvvvv vav
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I. 0 0 0° 0 0 0 0 0° 0 0 0 0 D 0 0 0 D 0 0 0 0 O D 0
,1 1
000\00000000J000000000?D00000000 vv v 0?0000SY0a 000?000000000000000000000000000000000000$00? 0000000 0 0 0 000 dvvvv
oooooDOOODDQoo0O v T vv0 o?ooDOO 00o0000000000000O000 00 0 oa
O o 0 0 o D 0 0 D°° 0 0 o 0V 1 v° 0°b o° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a ob,
0 0°0 0 0 0 0 0 0 0 0\0 0 D 0 \ D o 0 0 0 0 0 0 0 0 D 0 0 D o 0 0 D 0 0 0 0 0 D ogD o 0°'0 0 0 0 0 0 0 0 0 0 l0,
0 0 0 o O 0 0 0 0 0 0 0 0 0 0 ° 10° 0 0 0 0 0 o u o 0 0 0 0 0 0 0 0 0 0 0 D O 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 p O 0 0 v v E v 0 0 0 0 0 00e-G000000000000000 ?0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lO"
0 0 0 D 0 0 0 0 0 0 0 0 o D O 0-0 9.,00 0 0 0 0 0 0 0 0 0 0 0 0 D D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0?Q'
0 0 0 0 0 0 0 0 0 0 0 0 0\ 0 0 07--'-° O 0()00007C) -.0---03:1'000060 )D 0 0 0 0 0 0 0 0 0 0 0 0 h 0 0 0 0 0 0 0 0 0 0 0 0 0 p
0 o D o¢ o 0 0 0 0 0 0 0 0 o vv vv D o D D 0 0 o g o 0 0 0 0 0 0 0 0 0 o D oo 0 0 ?:::... O o 0 0 0 0 0 0 b:
10 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 Q/ 0 0 0 0 0 0 0 0 0 0 0 00000 O 0 "":,11 """"" 0000000000000 00001
0 0 0?0 0 0 0 0 0 0 0 0 0 0 0 v v v v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-Q 0 0 0 0 0 0 0 0 0 .. ""
0 0 0 0 0 0 0 0 0 0 0 O 0 0 v o I v v 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0%'
...........
o 0 O 0 boo o 0 0 0 O O O O m o 0 0 0 0 0 0 0 0 0 0 0 o 0- 0 D O D O ... ; : . ; : : > • " ' ' ' ' • ' 0 0 0 0 9 0 0 0 ,
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Q , 0 0 0 0¢ -?' ............. o o D o 0 o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 \0 O v 1 v v 0 0 0 0 0 0 0 0 0 „, "' t::::.'.' :::::::..... . 0 .....
::::.:......
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 vv 0000000000000000 ............. 0 0 :2? N: ^ .'::::'::':a::'.:.DO°0°0° \0°0\
0 0 0 0 0 - ••.•: C f
/ •x 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 ...:.::::::::.'. 0 0 0 0 0 0 ! ?? -;x•.._.. ....:p:, z_ 0
0 0 0 0 0 0 0 0 0 0 0 0 0 ...5.. ..... X 0 0 0 0 0 ?.':: ' .::3;:o-r ?• - -3-?'t5b M =sue r,?:^ • ... ,..-.- =.- .. ••.? .° G
I
I
li
\ !
! IC
*

! I fn
Im

?
S (n
I
0 0 0 0 0 0 '0- 0 0 0 ............\'.'::::. ............. 0 0 0 r .fir - r.............. _.. a< v o v v S S m
• 0 0 0 0 0 0000OSLO 0' 0 .............. ............,.......,. ?'.. -' o;•:•:: ' ? -
??yy ....;;.. _ ...• •:;::: ? ^ :'.':::::. ?::?? ,,. vov v \
......................... ...... ,, ...... ....::.. .•?? ,,. ::::::::. vov ? \
0 0 0 0 0 0 0 dL)0 0 0 ::::....::::a•::x•.. t•::;;:;•:• .: :.? ::•: • o. •.; •... .__ 0
V
0
00 0
0 0 0 0 0 0 0 0 0 0 .1.?_ . .. n •:: _ ..•, ?,r??? °n- d; `v I? S
....... :>•" ::.... i ,? ^?-_-- r;.:... ::::'ii.2%:. 0 g0 0
0 0 0 0 0 0 0 0 0 0 0 4
ooooOaoo- rl '. ...;;;. ;:.;:....:..:.,.•.
D D 0 /0 D D 0 ........ ;•:• .::. •• .::: '?? _ y..?...... ,`'?•?......?-:?,,::::::: D 0 k2' D .. '\ I\ a a a .
I
... 000 Op0D0000S0° b v .. A vov
0 Q ......; "
0 ;r i --: •:.
Q Q 0 0 0 . \V wv
S> S•
:. ;:: y ., . .. ? ............. 0 0 0 0 0 0 0 0 Q- 0 0 0 v v v
00 000OCf000 0 0 ?T d v o v... - vla o
0 0 (0 0 000 0
. f.
p •'? 'y .'/.. 00 ° 0 00 0 0 0 0 0 00000Q0 vv v __,_ ` ? •'•,
o0d0 0°0 obo°0°D°o°o?o°oo°o o
' 1 vov " 000 0000000000010000 vvvvvv ____ ; \\ e
`v?d 000000000000 0 0 0 0 0 0 °° -?;?; \\\
"''' wvvav 1v vv
0 0 0 0 0 0 0 00 0 0 b o °°?°
_.-r> 0 .. 0 0 0 0 0-0-0-0-u
;;c;• vvvvvv v / ,f _- \ -
- , -a.;;::.,., ..r`... .. ,.• v 1, vv v 00000000000000 0 0 0 0 0 0 0 _ ?r ? ? "k, \ 11 e I
vv vov '
:• c.vv vov vv Oavv
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0u
v avvv 0 0 0 0 0 0 Cq 0 0 0 0 0 0 0 0 vvvAvv .-' / •?' ----'? ° '? ` \\ ? ? ? \'
x `vv _ vov 0 0 0 0 0 0 0 0 0 0 0 0 g 0 4vvvyb
r
vv / svt+.vv ?` `
r. vo /_ iJ / vvvv O C fY 0 0 0 0 0 0 v,9v v
•.. .... 3' :......:...::::. '. .:. .: vv // \ ? avv 0 0 0 0 0 d 0 0 0 0 0 vav Cv
1 ', ? 765 D D o0 D D 0 ?O D 0 i / ? Q a v \\ / I
l 9 0 0 o - Y D> \
/:... . _ 1 v v --- 0 0 0
O 0 0 S vvv
/? avvv 00ZT- 0,?p 0 0 0 ?a / / a vv 1. ?? \ S \ ?`
000000'"0.:.:' ::...0 0 rv I e I l l // \ ???`a rowv3v °0°000 0 vvvv v v ° v
-TS- vov
g0Q0u0?0 0000000g0?0 6v l ° / o l / I y i \ vvvP vvvvvv ".'::.... /\ -
000000000000 0 06 v v ar / r ^q >,' v v v vw v v v / . ?r \ l \ \S ?\ ------ _--
?0000000000 CL0 0 vv pl /I ?l? \ _ _.°' 'J
0 0 0 - v v v v l l I 1 / ---- . zTO -?? --- \\ za ti ......... '
C9vvvaaa7 0.vov ---- - `? `S \ \\ ` r. ?, ?;'.., l5?\?.•`ti,,\ .....\':::.?? \\.-- .___',_.
R`
d 1 I Y'-''1 /'J ??. -7zo -
vov,6avvavvvvv pl !? ? 1 ? ---_ - \\`. \?:.?..! ?'.,,+:\\ ??:,,a;;...;.•••'•'•'•??'•"?. ••`= T.bsv
-
-r 0
'>10 vvy
/ rCy\ `.\\ \bb?O u u °
V v fo°o
U L) o
v v\v 0
° 0°0 oqo°o
y\\\ \ s \ \ \\ \ b ° v D 00000
` ?`\\ \ \ vv, 0 00000, :
a
vq 1 000400..;::
sy = ' t vv vv 0 0o 00C
(? ?i S v\vv \\ \V A 1 1 t 1v vov °0° 00
?\ \ \ \ 111 \ vvvv
111 1 6 vov 0 t?c
vv u
20 EOF IMINARY
CONSTRUCTION
PREPARED IN THE OFFICE OF. CUENT:
,o "' '.,
12/14 OS
NC-EEP %
E56
?
`
?
Kimley-Horn ;
o
y?
=
S?
a0 VALLEY FIELDS FARM
SEA IN
F I
i
t
d A 026494
dIK

I¢v. ww:
esusole
DAM
D.. Dr.
rxa®er. nc
e
es
an
ssoc
a vEG?rA?oN
rF,
i??PIMMEA'••
?;
Ile
rThb do- It t U ogemered11th the ??nq?,p?I nand deeirgsnnp prevented, hereto, as on Instmment of service Is iolerded only for the *WfIc Purpose and rLmt
in, be i?th IiabpltyR o?YrNyllom AUeou b n?n? n document without written M6mu Lion and oMylolkn by KkWay- tom me Assoowtex

Ins,Gapgight Klmley-Nom and Aeeocktw b+ , 2006
P.O. BOX's ' ??, NORM CA?a<1 27?'

p?'?' (M) ?"r = FAX- (96) 677-21M
e???

PLAN
! •?

IAL• r ARK

RW
hn? p 1

?1 X20
1

M? tHn

' IL
C
000
)0p0000
0
pQ
c0?o°0 Dp'o
)00? Dp D
0 D°
00 pD
D
\ f q`D D°DppD°D 1
op r
:??? i'• - -- Dp?pD°Dp Dp DDp°°Dp ° D ° D° \ 1
:F?FJ/ ?°.'\., . ? _ ___ `-NS='D D1? D °p D ° pp D D D DD ° D D D Dp D ° D D D -- \r\'",..r•-_ _ t'1
/ •,;i ??__,--Du DD°DpD°pD°°pD°pDDDpD D° _r...-•-
/
/ _ .- - ?f?? r°DpC°p°DpD DpD pD __r -" _rs--^- __r?' 1 \
b. DDp Dp Dp DpD pD° pD _?_r FD-
IN
r"'??rJ? ?'?'^ 1 \
1 p DD D ___ _ _ _ ?
D r_
• _ .'' -_.. , _. `=>'?pPDpD°? D D°p lpD°DpD° DD°p r - - ro=
D _
D
?? '`%pb CpD°6??DD°? e ° Jrcr C=Fo
--9-u'r9 g•7c _p S' p g D I / \\ 1 _ -S'$?= -FD--'C \ \ __ 1r\ \ 7o
\ _ - \ \
- c=''- zYD? DpD / o-_I'.-'._ra-^ - \\ __\ "? Y\ \_?\??•?.? _ .. ? I 1
jj-?/
.... / J I
Ez-
S - >- a:ih-°
d? J D? D °
ellp
i
775--_ - ti
- l
-,775
i ^ 775
Ir
i :.. _
ml r 1 i I II
r 1 ?
\\ \
5 ? PLANTING LEGEND: vv ? ? i v v vvvvv ?vv
ZONE 1 \\ N" I1\ \ \\\\
ZONE 2 \\V - ?µ ?d ) A\ \ VAVA\
/ \ \ I \
ZIXVE3 \ tr\ \ /\
\ \ ZONE 4 \\\\ R 1 \ \\` /
ZONE 5 (UTIUTY EASEMENT)
EXSTNG VEGETATION / 7/ aOAbw / / /
(TO BE LEFT UNDISTURBED)
10' 0 20p W AC
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OR CLIENT:

NC-EEP 1- 05
2/114 PKULL; I:
Kimley-Horn
e VALLEY FIELDS FARM
a
SEILL ?? ?c N/A
i
I nTLE JIK

No,
wEV.
axsae
DAM-
mm m

away pr. nc.
and Assoc
ates, VEGETATION

?, a Jye
h 9 ?I
,
This d-1, topthe wIth the to and deelp. preemted, hweM, as an iosUwnenl of eentae, h Intended ady la be psllk Pwp d. and aWnl

for _ It wareT_.e Reito n M w stli?ce on Ma daunenI wlUat rwlltan eothahatMi and odaptolkn Ey RFn.Y-Han aK Anoahte4
Ne, e1' . wfj. IioMH om'mtl Aeeoclale; Inc

Mw.N rmi. u.m ..w ye.. I.w w_. xms

P,O, BOX - R1M'4 NCH C. AROLINA 27630-31M

HON - [phone] FAXa (9p) 677-2050

PLAN ?. ?' ?y

'

ERI ARK

msErIFF

P RW ATT7Cm WCmIC[ 11R
Mwm1
Ap?T17?20
IAI?!

IN
t
Nufflts; up rujq x er,q,5suc lAIt , T.A. 5 0 9 0 6
Nogth Carolina Div. of Water Quality Check Number: 50906
Date: 3/14/2006 Check Amt: $475.00
Tran H Invoice Type Date Reference Balance Discount Pay Amount
32706 031406 Invoice 03/14/06 P-034 Multi Purpose Machine $475.00 $0.00 $475.00

A#