20010686 Ver 1_COMPLETE FILE_20010507

;j
May 15, 2001
Davidson County
DWQ Project # 010686
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Herb Jeans
Manager-Construction
Piedmont Natural Gas
1915 Rexford Road
Charlotte, NC 28211
Dear Mr. Jeans:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill material in 0.076 acres of wetlands and 700 linear feet of streams for the
purpose of constructing a natural gas pipeline (High Point 2001 System Strengthening
Pipeline) as described in your application dated May 2, 2001. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification
Number 3288. This certification allows you to use Nationwide Permit Number 12 when the
Corps of Engineers issues it. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Water shed
regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your
application except as modified below. If you change your project, you must notify us and you
may be required to send us a new application. If the property is sold, the new owner must be
given a copy of this Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and
(7). For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Applicant is reminded of the condition of General Certification regarding anti-seep collars
in wetlands.
2. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the Division of Water Quality.
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, P.O. Box 27447,
Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless
you ask for a hearing.
fA
_LZDEl`tfi
Michael F. Easley
Governor
William G. Ross, Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
; Michael F. Easley
f?
'. Governor
William G. Ross, Secretary
_f Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
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 John Dorney at 919-733-
9646.
Attachment
cc: Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
File copy
Central Files
Andrew Moore; Design Engineering
I
l
Sincerely,
Stevens
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
401 ISSUED
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 0 1 ®6 8 6
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Herb Jeans, Manager - Construction
Mailing Address: Piedmont Natural Gas
1915 Rexford Rd.
Charlotte, NC 28211
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: herb ieans(a)piedmontng com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Andrew Moore
Company Affiliation: Supervisor - Design Engineering
Mailing Address: Piedmont Natural Gas
1915 Rexford Rd.
Charlotte, NC 28211
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: andrew moorekniedmontng.com
WNW 1J
Page 3 of 13 RECLI u
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: High Point 2001 System Strengthening Pipeline
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Davidson Nearest Town: Wallburg
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The pipeline begins off of
Wallburg Rd. a few hundred feet north of the Wallburg Rd. / Thomasville-Winston Rd.
(SR-2691/SR-109) intersection. The pipeline then continues southeast for five miles
along an existing Piedmont Natural Gas right-of-way for 5 miles and terminates at an
existing PNG regulator station on Hornet/ Town Rd. (SR-1735).
5. Site coordinates, if available (UTM or Lat/Long): See attached sheet
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: The
existing land usage is primarily rural residential and agricultural. The pipeline to be
installed will parallel an existing natural gas pipeline within the existing right-of-way.
7. Property size (acres): 30
8. Nearest body of water (stream/river/sound/ocean/lake): Spurgeon Creek / Abbotts Creek
9. River Basin: Yadkin - Pee Dee River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 13
10. Describe the purpose of the proposed work: The proposed project involves the
installation of five miles of 8" natural gas transmission main needed to maintain
adequate pressures for an existing distribution system in Davidson County.
11. List the type of equipment to be used to construct the project: Trackhoes, Dozers,
Directional Boring machines, Side booms, & Welding Rigs
12. Describe the land use in the vicinity of this project: Rural residential and agricultural
usage
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 5 of 13
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (es/no) (linear feet)
W-1 Excavation 0.069 No 200' Forested Wetland
W-2 Excavation 0.007 No 1000' Forested Wetland
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, tut,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.08 acres
Total area of wetland impact proposed: 0.076 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
T-1 Excavation 50' UT to Spurgeon Creek 1' Intermittent
T-2 Excavation 50' UT to Spurgeon Creek 3' Perennial
T-3 Excavation 50' Mary Reich Creek 8' Perennial
T-4 Excavation 50' Spurgeon Creek 3' Perennial
T-5 Excavation 50' UT to Spurgeon Creek 3' Perennial
T-6 Excavation 50' UT to Spurgeon Creek 1' Perennial
T-7 Excavation 50' UT to Spurgeon Creek 3' Perennial
T-8 Excavation 50' UT to Spurgeon Creek 3' Perennial
T-9 Excavation 50' UT to Abbotts Creek 2' Intermittent
T-10 Excavation 50' UT to Abbotts Creek 2' Perennial
T-I1 Excavation 50' UT to Abbotts Creek 4' Perennial
T-12 Excavation 50' Abbotts Creek 12' Perennial
T-13 Excavation 50' UT to Abbotts Creek 5' Perennial
T-14 Excavation 50' UT to Abbotts Creek 0.5' Intermittent
* List each impact separately and identify temporary impacts. impacts mciude, out are not umaed to: cravens auu assuwatcu fLN-f
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uscs.90v. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ntapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 700 ft.
Page 6 of 13
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A None
N/A None
N/A None
N/A None
N/A None
N/A None
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The nronosed nineline will be installed completely within an existinLy rieht-of-wav. This
will all but eliminate clearing and disturbance along the pipeline route. The only
disturbance will be the trenching associated with the pipeline installation. Additionally,
sedimentation and erosion control BMP's such as temporary sediment traps, silt fence,
water bars (level spreaders), heavy equipment stream crossings, rock silt dams , stream
bank stabilization, and equipment matting in wetland areas will be implemented to prevent
off-site sedimentation or any on-site erosion and minimize potential wetland impacts.
Please note that this pipeline route is not necessarily the shortest available route for
Piedmont Natural Gas, however it is the most environmentally friendly and economically
viable option.
Page 7 of 13
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stlmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Piedmont Natural Gas' mitigation plan consists of streambank restoration designed
To return all disturbed streams and their banks to the original preconstruction
contours and conditions. Overall, Piedmont Natural Gas will disturb nine streams for a
maximum total linear impact of 700 feet within the Yadkin - Pee Dee River Basin. This
is a liberal assumption since the right-of-way is 50' wide. In most cases, a significantly
reduced right-of-way width will be utilized at stream crossings in an effort to minimize
in-stream disturbances In wetland areas equipment matting will be used to minimize
rutting Trench plugs will be used to eliminate any potential wetland draining. Finally,
upon completion native wetland vegetation will be established to repair damaged areas.
Site directions are provided in III-4 above. A vicinity map, topographic maps, and plan
views of each stream crossing are also attached.
The current site conditions consist of a moderately rolling topography crossing through
a predominately rural residential and agricultural area.
The proposed method of construction is trench and backfill.
Page 8 of 13
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hgp:Hh2o.enr.state.nc.us/wr2/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )9
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 13
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular trom near bank of channel; [.one 2 extenos an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The entire existine 50' right-of-way will be utilized to facilitate the installation of the new
pipeline Stormwater BMP's such as silt fence, temporary sediment traps, and rock silt
screens will be utilized to provide protection for waters and wetlands downstream of the
right-of--way
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 13
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Natural gas transmission lines need to be installed prior to the fall and winter heating
season in order to maintain an adequate distribution system supply pressure that has
become compromised due to customer load additions associated with the previous year's
growth as well as proiected future growth.
5-1 "dK
Applicant/Age4 Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 13
1. Wetland Impacts
Wetland Impact Latitude
Site Number &
indicate on map) Longitude

W-1 36:00:OON / 80:04:44W
W-2 35:59:41N / 80:04:06W
List the total acreage (estimated) of existing wetlands on the property: 0.08 acres
Total area of wetland impact proposed: 0.076 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Site Number
(indicate on map) Latitude
&
Longitude
T-1 36:00:58N / 80:08:11 W
T-2 36:00:48N / 80:07:46W
T-3 36:00:39N / 80:07:20W
T-4 36:00:38N / 80:07:16W
T-5 36:00:37N / 80:07:12W
T-6 36:00:28N / 80:06:45W
T-7 36:00:25N / 80:06:13W
T-8 36:00:24N / 80:06:11 W
T-9 36:00:17N / 80:05:42W
T-10 36:00: ION / 80:05:23W
T-11 36:00:OON / 80:04:44W
T-12 35:59:58N / 80:04:37W
T-13 35:59:55N / 80:04:30W
T-14 35:59:46N / 80:04:16W
Cumulative impacts (linear distance in feet) to all streams on site: 700 ft.
Page I of 1
Piedmont
Natural Gas
Company
Post Office Box 33068
Charlotte, North Carolina 28233
May 2, 2001
010686
Mr. John Dorney
NCDENR - NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
401 ISSUeL1
Subject: 401 Water Quality Certification - High Point 2001 System Strengthening Pipeline
Dear Mr. Dorney:
Piedmont Natural Gas is applying for Section 401 Water Quality Certification concurrence for
construction activities associated with the installation of an 8-inch natural gas transmission
pipeline in Wallburg, NC. The pipeline will extend approximately 5.0 miles in length paralleling
an existing Piedmont Natural Gas transmission line within an existing right-of-way.
Attached to this letter are seven copies of the Army COE Nationwide Permit / NC Water
Quality Pre-Construction Notification (PCN) Application Form, USGS topographic maps
showing the proposed pipeline route along with potential stream and wetland crossings, and a
vicinity map. The wetlands delineation and endangered species survey is also attached.
If you have any questions regarding this letter, or need any additional information, please feel
free to contact me at (704) 364 -3120, ext. 6462.
Best regards,
Andrew W. Moore, PE
Supervisor - Design Engineering RC?'?V
Attachments
High Point - 2001 System Strengthening
Stream Crossing T-1- Wet Ditch Method (A)
Description: intermittent channel
Stream Width - l'
Stream Depth - l'
Water Depth - 2"
01068-
Right-of-way Line
Spoil Pile
Pipe Trench
00;00-00-00-00-0
0 0 0 0 0 0 0 000000000000
0 0 0 0 0 0
00000000000
0 0 0 0 0
00000000(100
Gravel
Construction
Entrance
Stream
V
Temporary Equipment
Crossing
Right-of-way Line
0000000000
0°0°0°0°0°
Pile
Trenchline Barrier I
or Earthen Plug
0
;s)
0
0
>-0-0-0-0-0-
0 0 0 0 0 0
>00000000000
>0000.0000000
>00000000000
100000000000
>°0-0-0-0°-0°_
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
-Rock Silt Screen
co
rZ)
High Point - 2001 System Strengthening
Stream Crossing T-2- Wet Ditch Method (A)
Description: jurisdictional stream
Stream Width - 3'
Stream Depth - 2-1/2'
Water Depth - 6"
Right-of-way Line
Spoil Pile
Pipe Trench
Pipeline
00000000000
00000000000
0 0 0 0 0 0
00000000000
0 0 0 0 0 0 0 0 0 0 0
00000000000
Gravel
Construction
Entrance
Stream
Spoil Pile
Trenchline Barrier I
or Earthen Plug
0
Culvert(s) r
0
0
Temporary Equipment
Crossing
Right-of-way Line
>"0°"0°"o"o"o"
>°00°0°0°
>0 00000000000
0 0 0 0 0 0
>000000000°°
°°0°°0°°0°°0°0°
0_0_0_0_0_0
Rip Rap Base
& #57 Stone
"0"0"0-0-0
0°0°0°0°0°
Over Layer
Silt Fence
-Rock Silt Screen
High Point - 2001 System Strengthening
Stream Crossing T-3- Wet Ditch Method (A)
Description: Mary Reich Creek
Stream Width - 8'
Stream Depth - 7'
Water Depth - 3-8"
Right-of-way Line
Spoil Pile
Pipe Trench
Pipeline
0-0-0-0-0-0
00000000000
0 0 0 0 0 0
0°0°0°0°0°0
0 0 °0 0 °0 0 °0 0 °0 0 °0
00000000000
Gravel
Construction
Entrance
Stream
Spoil Pile
Trenchline Barrier
or Earthen Plug 3
0
Culvert(s)
0
0
Temporary Equipment
Crossing
Right-of-way Line
>000000o0o0a
)00000000000
>00000000000
0 0 0 0 0 0
>°0°0°0°0°0°
.0_0_0_0_0-0
Rip Rap Base
& #57 Stone
0°000°0000
0°0°0°0°0°
Over Layer
Silt Fence
-Rock Silt Screen
High Point - 2001 System Strengthening
Stream Crossing T-4- Wet Ditch Method (A)
Description: Spurgeon Creek
Stream Width - 3'
Stream Depth - 5'
Water Depth - 4-6"
Right-of-way Line
Spoil Pile
Pipe Trench
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Temporary Equipment
Crossing
Right-of-way Line
Over Layer
Silt Fence
-Rock Silt Screen
80"0"0"0"0
o°o°o°o°
High Point - 2001 System Strengthening
Stream Crossing T-5- Wet Ditch Method (A)
Description: jurisdictional stream
Stream Width - 3'
Stream Depth - 5'
Water Depth - 6"
Right-of-way Line
Spoil Pile
Pipe Trench
Stream
..poll Pile
Trenchline Barrier I
or Earthen Plug 3
4.
0
Pipeline
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& #57 Stone
Over Layer
Silt Fence
-Rock Silt Screen
High Point - 2001 System Strengthening
Stream Crossing T-6- Wet Ditch Method (A)
Description: jurisdictional stream
Stream Width - F
Stream Depth - 1'
Water Depth - 2"
Right-of-way Line
Spoil Pile
Pipe Trench
00"00-0 ° -0
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Gravel
Construction
Entrance
Right-of-way Line
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Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
-Rock Silt Screen
High Point - 2001 System Strengthening
Stream Crossing T-7- Wet Ditch Method (A)
Description: jurisdictional stream
Stream Width - 3'
Stream Depth - 2'
Water Depth - 6"
Right-of-way Line
Sp,
Pipe Trench
Stream
"0"0"0"0"0
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High Point - 2001 System Strengthening
Stream Crossing T-B- Wet Ditch Method (A)
Description: jurisdictional stream
Stream Width - 3'
Stream Depth - 3'
Water Depth - 8"
Right-of-way Line
Spoil Pile
Pipe Trench
Pipeline
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High Point - 2001 System Strengthening
Stream Crossing T-9- Wet Ditch Method (A)
Description: intermittent channel
Stream Width - 2'
Stream Depth - 2-1/2'
Water Depth - 0-2"
Right-of-way Line
Spoil Pile
Pipe Trench
Stream
V
Pile
Trenchline Barrier I
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High Point - 2001 System Strengthening
Stream Crossing T-10- Wet Ditch Method (A)
Description: jurisdictional stream
Stream Width - 2'
Stream Depth - 1'
Water Depth - 2"
Right-of-way Line
Spoil Pile
Pipe Trench
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Over Layer
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"0"0"0"0"0
0°0°0°0°0°
High Point - 2001 System Strengthening
Stream Crossing W-1- Wet Ditch Method (A)
Description: wetlands
Wetland Width - 50'
Wetland Length - 60'
Total Acreage - 0.069 acres
Right-of-way Line
Spoil Pile
Pipe Trench
Pipeline
00-00-00-0-0-0
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. High Point - 2001 System Strengthening
Stream Crossing T-11- Wet Ditch Method (A)
Description: jurisdictional stream
Stream Width - 4'
Stream Depth - V
Water Depth - 1"
Right-of-way Line
Stream
Spoil Pile
Pipe Trench
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High Point - 2001 System Strengthening
Stream Crossing T-12- Wet Ditch Method (A)
Description: Abbotts Creek
Stream Width - 12'
Stream Depth - 8'
Water Depth - 6-12"
Right-of-way Line
Stream
Spoil Pile
Pipe Trench
Pipeline
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High Point - 2001 System Strengthening
Stream Crossing T-13- Wet Ditch Method (A)
Description: Tributary to Abbotts Creek
Stream Width - 5'
Stream Depth - 4'
Water Depth - 8"
Right-of-way Line
Sp,
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V
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High Point - 2001 System Strengthening
Stream Crossing T-14- Wet Ditch Method (A)
Description: intermittent channel
Stream Width - 6"
Stream Depth - 6"
Water Depth - 3"
Right-of-way Line
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High Point - 2001 System Strengthening
Stream Crossing W-2 Wet Ditch Method (A)
Description: wetlands
Wetland Width - 8'
Wetland Length - 60'
Total Acreage - 0.007 acres
Right-of-way Line
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oj®68?
A Pedestrian Survey for Wetlands and Protected Species
Existing Piedmont Natural Gas Company Gas Pipeline
Right-of-Way near Wallburg, North Carolina
Davidson County
To satisfy the concerns regarding the potential presence of wetlands and protected species along
the existing gas pipeline right-of-way (ROW), HDR Engineering, Inc. of the Carolinas (HDR)
performed a pedestrian survey of the ROW on Thursday, March 8, 2001. This survey is
appropriate given the numerous streams and potential wetlands that cross the ROW, and the
open, maintained habitat has the possibility of harboring protected species. Approximately 5
miles of ROW were surveyed, at the existing Transco regulatory station off of Wallburg Road,
beginning at the northwestern end and ending at the existing regulatory station off of
Horneytown Road, approximately four miles northwest of High Point, NC.
General Overview
A team of two environmental scientists from HDR and four employees from Piedmont Natural
Gas Company (Piedmont) walked the ROW. The weather on March 8, 2001, was sunny, and the
temperature between 50 and 60°F. Areas suspected of being wetlands were examined using the
U.S. Army Corps of Engineers' approved 3-parameter approach. This approach determines the
presence of wetlands based on soil characteristics, the type of vegetation present, and the
appropriate hydrology. Wetland boundaries were marked with optic blue and yellow flagging.
In addition, the team looked for protected species that may occur in the habitats located along the
ROW. General habitats will be discussed in a running dialogue of the ROW found below. Latin
names included in this report are taken from Radford et al. 1968, Manual of the Vascular Flora
of the Carolinas.
Much of the ROW is bordered by pine and mixed hardwood forests over hilly terrain. In some
areas, the ROW passes through open fields and pastures. Currently, the entire corridor is an
existing Piedmont ROW. The ROW areas are maintained on a regular basis by bush hog crews.
The North Carolina Natural Heritage Program lists no Federally endangered species within the
following quads: Winston-Salem East, Kernersville, Midway, and High Point West. These
quads include Forsythe, Guilford, and Davidson Counties. The only species listed as federally
threatened in these Counties is the bog turtle, Clemmys muhlenbergii. Potentially suitable habitat
for the bog turtle was not found along the ROW.
Most of the wooded sections consist of dry woods comprised of pine (Pinus spp.), oaks (Quercus
abla, Q. rubra, Q. falcata, Q. phellos, Q. stellata), maple (Acer rubrum), hickory (Carya spp.),
poplar (Liriodendron tulipifera), ash, (Fraxnius spp.), beech (Fagus grandifolia), sycamore
(Platanus occidentalis), and sweetgum (Liquidambar styraciflua). The under story consists of
flowering dogwood (Corpus florida) and young beech.
Wallburg-ROW Survey
The narrative report has been divided into sections that are made up of segments of the ROW on
either side with roads. The narrative begins at the northwestern end of the ROW and proceeds in
a southeasterly direction.
Section 1- Existing Regulatory Station off of Wallburg Road to Harvey Teague Road
The proposed line will follow an existing ROW. This section is 3,770 feet in length. The ROW
passes through pine and mixed hardwood forests. This area includes the following species:
Virginia pine (Pinus virginiana), beech (Fagus grandifolia), white oak (Quercus alba), red oak
(Q. rubra), southern red oak (Q. falcata), tulip poplar (Liriodendron tulipifera), red maple (Acer
rubrum), ash (Fraxinus sp.), and sweetgum (Liquidambar styraciflua).
At approximately 500 feet, an intermittent channel crosses the ROW. This channel is 1-foot
wide and 1-foot deep. Because of recent rains, the channel held about 2 inches of water.
From the channel, the ROW runs through an open field. At 1,635 feet, the ROW crosses an
unimproved road. The open field continues to surround the ROW for an additional 500 feet.
The ROW is bordered by mixed hardwoods and pine forests for the remainder of this section. At
approximately 2,640 feet, the ROW crosses a jurisdictional stream. The channel is 3 feet wide
and 2 1 /2 feet deep and held 6 inches of water.
Section 2 - Harvey Teague Road to Georgetown Road
From Harvey Teague Road, the ROW is bordered by forested areas that include pine and mixed
hardwood species. In this area, the same tree species are present; however, there are more pines.
At approximately 2,010 feet, the ROW crosses Mary Reich Creek, a tributary to Spurgeon Creek.
The jurisdictional channel is 8 feet wide and 7 feet deep with water depths ranging from 3 to 8
inches. There is a floodplain associated with this stream and it contains the following species:
sycamore, red maple, and sweetgum.
At 2,260 feet, the ROW crosses Spurgeon Creek (upstream from the Mary Reich/Spurgeon
confluence). This jurisdictional channel is 3 feet wide, and 5 feet deep with 4 to 6 inches of
water. There is a narrow floodplain associated with this drainage.
Open fields surround the ROW in-between drainage channels. At about 2,514 feet, a
jurisdictional stream crosses the ROW. It is 3 feet wide and 5 feet deep and contains 6 inches of
water.
From there, the ROW passes through open fields and pasture areas until it reaches Georgetown
Road.
Wallburg-ROW Survey
Section 3 - Georgetown Road to Mock Road
From Georgetown Road, the ROW extends through a clear-cut area with trailers. At 1500 feet,
the ROW crosses a small jurisdictional stream. The channel is 1-foot wide and 1-foot deep and
contains 2 inches of water. The ROW is bordered by pine and mixed hardwood forests. At
approximately 2,000 feet, the ROW runs through open fields and pasture areas. This continues
for a few 1,000 feet. At this point, the ROW is again bordered by a mixed hardwood forest. The
forested areas include the following species: red maple, sycamore, tulip poplar, red oak,
southern red oak, white oak, and beech.
At approximately 5,030 feet, a jurisdictional stream crosses the ROW. The channel is 3 feet
wide and 2 feet deep with 6 inches of water. At 5,280 feet, another jurisdictional stream crosses
the ROW. This channel is 3 feet wide and 3 feet deep and contains 8 inches of water. This area
is bordered by hardwood forest.
From there, the ROW passes between a few houses in open areas. White pines (Pinus strobus)
also border the ROW in some areas.
The ROW continues through an open field to Mock Road.
Section 4 - Mock Road to Abbotts Creek Church Road
This section spans slightly more than 4,500 feet.
passes through an open field for a few 100 fe,
forests that change to mixed hardwood fore
sweetgum, white oak, red oak, southern red oak,
stellata).
Sweetgum trees border Mock Road. The ROW
A. From there, the ROW is bordered by pine
As. The hardwood species present include:
willow oak (Quercus phellos), and post oak (Q.
At approximately 1,000 feet, an intermittent channel crosses the ROW. The channel is 2 feet
wide and 2 1/2 feet deep. Because of recent rains, the water depths ranged from 0 to 2 inches.
Mixed hardwood forests continue to border the ROW and include the following species:
southern red oak, red oak, willow oak, post oak, red maple, sweetgum, sycamore, beech, and ash.
At approximately 3,770 feet, a jurisdictional stream crosses the ROW. In the ROW, the channel
has had heavy vehicular traffic. Outside of the ROW, the channel is 2 feet wide and 1-foot deep
and contains 2 inches of water.
From this area, the ROW is bordered by pine and hardwood forests to Abbotts Creek Church
Road.
Section 5 - Abbotts Creek Church Road to Horneytown Road
From Abbotts Creek Church Road, the ROW is bordered by pine and mixed hardwood forests
that include the following species: beech, white oak, Red oak, southern red oak, and tulip
poplar. At approximately 1,000 feet, the ROW runs through an open field.
Wallburg-ROW Survey
A wetland area occurs at approximately 1,200 feet. The area is 50 feet wide and 60 feet long
(0.069 acres) and includes the following species: tag alder (Alnus serrulata), sedge (Carex sp.),
black willow (Salix nigra), and river birch (Betula nigra).
At 1610 feet, a small jurisdictional stream crosses the ROW. The channel is 4 feet wide and 1-
foot deep and contains 1-inch of water. The ROW is also bordered by mixed hardwood species,
such as green ash (Fraxinus pennsylvanica), river birch, and sweetgum.
At approximately 3,015 feet, Abbotts Creek crosses the ROW. The channel is 12 feet wide and 8
feet deep with water depths ranging from 6 to 12 inches. There is a floodplain associated with
this stream.
At 3,270 feet, a tributary to Abbotts Creek crosses the ROW. This channel is 5 feet wide and 4
feet deep with 8 inches of water. There is also a floodplain associated with this stream.
From this stream, red maple, willow oak, sycamore, and ash border the ROW for a few 100 feet.
The ROW then passes through a small open field and is again bordered by pine and hardwood
forests. The following species were present: red oak, southern red oak, willow oak, red maple,
tulip poplar, beech, ash, sweetgum, and hickory (Carya spp.). Dogwood and young beech
comprised the understory.
At approximately 5,030 feet, an intermittent channel crosses the ROW. This channel is 6 inches
wide and 6 inches deep. Because of recent rains, the channel contained about 3 inches of water.
On the south side of the ROW, the channel deepened to 4 feet and contained no water.
The ROW is bordered by pine and mixed hardwood species. Pine trees are more abundant as
one moves along the ROW.
At approximately 6,035 feet, the ROW crosses a jurisdictional wetland area. This area is about 8
feet wide and 60 feet in length. The wetland extends from the ROW in both directions. Because
of the proposed pipeline placement, the pipeline will impact about two-thirds of the wetland area
in the ROW (0.007 acres). The following species were present in this wetland area: Elderberry
(Sambucus canadensis), tag alder, black willow, ash, sycamore, red maple, and graminoid
species in the genera Juncus and Carex.
At 7,540 feet, an intermittent, headwater drainage is cutting into the ROW. The head cutting is
intruding on the ROW and should be improved. From there, mixed hardwood forests consisting
of red oak, white oak, southern red oak, sweetgum, and red maple extends to the existing
regulatory station at Horneytown Road.
Conclusions
Most of the vegetation along this ROW is upland, early successional, or field associated. After
checking the ROW and associated habitats, no populations of any protected species were found.
Additionally, no populations of species rare to the flora of Davidson County were found.
Wallburg-ROW Survey
Adjacent habitats not directly affected by the pipeline along streams, creeks, and rich slopes were
not found to contain any rare or protected species or habitat for these species.
Pipeline placed within the ROW currently stands to impact two wetland areas of approximately
0.076 acres. There are 11 jurisdictional drainages that cross the ROW. Most of the drainages are
small; however, three are medium-sized (width greater then 4 feet) and have associated
floodplains. Total impacts to jurisdictional streams will be approximately 47 linear feet (LF).
There are three intermittent drainages that cross the ROW, and total impacts to these will be
approximately 4 LF. In addition, repairs should be made to the headwater drainage intruding
into the ROW.
HDR concludes that the new pipeline construction within the existing ROW should be
considered acceptable over the majority of the route, and impacts to the streams and wetland
areas can be minimized or avoided by careful construction planning.
Wallburg-ROW Survey
t t "
INTERMITTENT CHANNEL ??-w-
EVALUATION FORM
ACTION ID APPLICANT NAME Piedmont Nat[ nk Gras DATE MarLLt ??bl
PROPOSED CHANNEL WORK (i.c., culvcrt, relocation, etc.)C7&" M& of P b1D??IX1t ?YISt711?/1?1D?t
WATERRODWRIVER BASIN Sect yy% ?' 1 / IA?I?1V1 COUNTY/CITY t?AVI& Vl
RECENT WEATHER CONDITIONS YAiIA4 %V PA, A84, bcfwt, ?wv.ret?
1i \J
P SP NP Observation Comments or Descriotion
Fish/Shellfish/Crustaceans Present
Benthic Macro Invertbrates
Amphibians Present/Breeding
/ Algae And/Or Fungus (water quality function)
Wildlife Channel Use (i.e. tracks, feces, shells, others)
? Federally Protected Species Present (Discontinue)
Riffle/Pool Structure
Stable Streambanks
Channel Substrate
(i.e. gravel, cobble, rock, coarse sand)

Riparian Canopy Present (SP =h 50% closure) "T ?
em A?/eai- v \A?v%W? R( rI_o?- WA
Undercut Banks/Instmam Habitat Structure
? Flow In Channel
Wetlands Adjacent To/Contig. With Channel (Discontinue)
Persistent Pools/Saturated Bottom
(June thru Sept.)
sww 64( ) IV? MAre h
Seeps/Groundwater Discharge (June thru Sept.) SVWV ??YGh
? Adjacent Floodplain Present
Wrack Material or Drift Lines
A
Hydrophytic Vegetation in/adjacent to channel
Important To Domestic Water Supply? Y /0
Does Channel Appear On A Quad Or Soils Map? Y /®
Approx. Drainage Area: YID On L44AS vvuAV>
n!llllaulllnlnulalllnlnlnllrllnannnlrllllrlll///lllnlllloraln(lnnlu!lulllHallrlnlnnallullunuuullunllulnl!llllln/;nlnlrollnulnlnllrlllll/!nlnl///lnlrlrlnnllllnl!lll,vm
Determination:
Perennial Channel
Intermittent Channel
Ephemeral Channel
Ditch Through Upland
(stop) Important Channel: LF PROJECT MGR. Initials
(proceed) P,Un Channel: 50 LF
(no jd) (attach map indicating location of importanvunimporant channcl)
(no jd)
Evaluator's Si;nature:
(4fo r than C.O.E. project r°anac_.)
ir' .,li?lllll.,,ry?lll!Ili'll4"Nillll"llllVllllllllllllllllll!l-ll/i;ll,'lilllllllllllJlll1/lllllll!llllllll!llll!lllllllllllllllllllll!ll;l.';;;r!;.'r'l„';:'Ill,'llll,'l1/Ili,':i;i;l.',:`;i.l!lllllllll!i(iil;lllllllJC7q;
r=;'r.:scnt SP=Swngly Present NP=Not Present
t -
tt?tt ?,
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME YipArti nt N0t?1Arg 61015 DATE Marcti ??
PROPOSED CHANNEL WORK (I.e, culvert, relocation, etc.) ?&1 ZAAIPW b3V6? 4 ?Yl' ??/1hDy?
WATERnODY/RIVER BASIN Sec{?yn G COUNTY/CITY bOlVti ?V1
RECENT WEATHER CONDITIONS YA1V%Sb MYeP AlAV1y be-Gw& 4v%,r jcg
Does Channel Appear On A Quad Or Soils Map? ©/ N Approx. Drainage Area: 21 awes
rrnrrnranrrlurmnrrnnrrr; rrrurrrrrrnrrurlrrnlrrrllanrnraurnu;; alrurnrnnruurirrurrrrnrruruun/nlrrrrrrrnr,?rrrrurur; nnrrur;; rri vrrrrrrrrrrrrr; unr, nmrnunrrrmivnrrnrrr,„r?,
Determination:
Perennial Channel (stop) Important Channel: LF PROJECT LNIGR. Initials
Intermittent Channel (proceed) ? Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of impartantiunimpor.ant channel)
Ditch Through Upland (no jd)
Eviluator's Signature:
(i10 L cr than C.O.E. project nar.a_crl
7irlllNl':?1.1;1/Illi'l.Ul':N;1111,'ll!ll!rllllrll.Nlllllllllil;Yll;;ll.'Iirlr!lllrlrl:?lll/llllllNrlrllllllglJ;lrlilllll,'!lrrlllllllllll;';:r:!;':i"L'l;l,'!l!l'l'lN;;:i:;; ?,'lllllrll;I(.?i?';I'll;rl.V;;Cr'!`%
9-n,..,. , CU.C nr,l P,-,z,-nr NP=Not Pres-,n(
Important To Domestic Water Supply? Yt:%
t t
tt?t?
ACTION ID
INTERMITTENT CHANNEL
EVALUATION FORM
APPLICANT NAME ViPAM04+ Na VAk GIaS DATE 8 MUVCIt 2001
PROPOSED CHANNEL W RK (i.e., culvert, relocation, etc.) ?70?/pPiyl(?i t ln,tr b?DGVbYIt ?YLS?7l??AhDy?
l g2G?1t?1'l 2?1 ? ?
WATERnODWRIVER BASIN Y COUNTY/CITY MV*%A'0 V1
RECENT WEATHER CONDITIONS YMIft %V PP- A04, bffaWe, 4V1YJeq
Does Channel Appear On A Quad Or Sails Map? (g)/ N Approx. Drainage Area: 3922 AlXZ',S
lll!!Illllllll(Illllllllllll!lllli lllllllll111/Illllllllllllllllllllllll?? ?ll/llill ?lllllllllllllll/1/!llllllllllllllfll!ll1/1/lllllllllll!11/llllllli 11i ????%lirlll!llllllllllll??!ltllli ???!llll!lllllllllllllllllllli !! r//i
Determination:
Perennial Channel (stop) P Important Channel: LF PROJECT tiIGR. Initials
??lntcrmiuent Channel (proceed) 1 Unimportant Channel: LF
D Ephemeral Channel (no jd) (attach map indicating location of importantiunirrPor3m channel)
Ditch Through Upland (no jd)
Evalumor's Signnturc:
(if other than C.O.E. project , r)
ll11111ir///i/I//1/l.'lill//1l/!///.;!//I///////ll/Il////I/,'/!l/lli/////Il/I/I////!////li?! r/! llNNw
'F=Pr--5cnt SP=Swm--!% Present NP=Not Present
Important To Domestic Water Supply? Y /O
t tt?'fir, l
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME VieAmovit NA4AY-Ak 6w5 DATE S3 Mack zool
PROPOSED CHANNEL WORK (i culvert, rFlocation, etc.) irAAAew Vw
WATERBODWRIVER BASIN 1? ??Lf IAG??IV1 COUNTY/CITY ?ViOlt 10 V1
RECENT WEATHER CONDITIONS YA\VkIA TAVPP 4041 , be P. gw-jag
Does Channel Appear On A Quad Or Soils Map? ©/ N Approx. Drainage Area: 1' +-1 AWtS
llll!llll!llIll/Ill/Illl1/lllllllilllllllllll!l!1I11111/ll/l1/ll!lll!lllll!IIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIII!llllllllllllllllllllllll!ll/l1/ll!lllll!1.l1/lU%i!ll,/lll!lllllllll!llI/lIIIIl,4lll!/uulllul/?l?nn?rr ??:
Determination:
Perennial Channel
Intermittent Channel
Ephemeral Channel
Ditch Through Upland
(stop) (1 Important Channel: LF PROJECT i<IGR. Initials
(proceed) ' Unimportant Channel: LF
(no jd) (attach map indicating location of importantiunimporant channcl)
(no jd) 4 A IV?
Evaluafor's Signature: I J / W?
(if other than C.O.E. project mzra^_c:)
,!i!!l!l!" :'IVlIIIIi'l.C'l;lllillll,','l?'l.'lillllll./llllll!lllliillli!ll.'lillll111l!ll?'lll!lllllllll/l/IIII!l,'lll!llilllll7/lllllllllll!liC;;!:!;':?.'.?.'l.l,'!lll,'lllll.;: %.7:..'T;lll1/!l/'ll!i!iil'll'll!1.;.'; ,
?=r'r -nr Cry=Cr n l Prr-cenr NP=Not PrcS?'nt
Important To Domestic Water Supply? Y/0
1 1
r'
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME VieAmOnt NgtbAvAk 61A5 DATE MarGH ?stv?
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) 170n/ AI Ann/ b'%R VV4t ?nAZ\1 AbM
WATERBODY/RIVER BASIN Secjim s- ypG??G1VI COUNTY/CITY bAV1l??V1
bCCW& GVliY-4r n
RECENT WEATHER CONDITIONS YAiIA4 TU P AM!
Does Channel Appear On A Quad Or Soils Map? Approx. Drainage Area: 401 AW S,
/////////1/J./I///I/!/I/I/I///////I//////!I///I//I/.'//!/I!!/!!I/III!:I nunIIInnunuianjnr,.i .............................
Determination:
Perennial Channel
Intcrtrtinent Channel
Ephemeral Channel
Ditch Through Upland
(stop) lmportant Channel: LF PROJECT i<IGR. Initials
(proceed) P? Unimportant Channel: LF
(no jd) (attach map indicating location of importantiunimporar,t channel)
(no jd) n n?
Evaluntor's Signature: V IYtn
(if other than C.O.E. project m-n.;c-')
-; .,;!!Il!lC ./;lllllii'l!N;!!illll';IlllVilll!ll.?lllll!llllitil!li!ll.'liillll11llll,7/ll1/lll!l!lll11ll/11l;11/lllilll!l'll!l1/llllllllli!i;.:!.':'i.'.'.'l!l.!%l1/'lllll;;: r:;;i ;'..''lIl!lll/!ll.'i!ril'llIll.'i;;;;. ;.
?qnr.•„.nt 40'=1;tonol%- Present NP=Not Present
Important To Domestic Water Supply? Y/9
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME Y+PAMOAt NOtbAy-ll 6a6 DATE P?larcti ??
PROPOSED CHANNEL WORK (i.c., culvert, relocation, etc.)VAhmw6kie A itnr b? ?LYIt m5tn11ah DYL_
WATERBODY/RIVER BASIN 5etix n ?'r? IAG??G1V1 COUNTY/CITY )2Vi(?????l
RECENT WEATHER CONDITIONS YelinlA ?CIY P dav?y b?for? GVIYJCJ4
Does Channel Appear On A Quad Or Soils Map? ©/ N Approx. Drainage Area: ?? OIIKGS
1Ir11/ulllluullulllllull lllli llnlllnrlllalulnnlllllllulrlnnulanlnlllHaul/!!lu/nlnlluunuullullllnlll/Iran/nllllull; 11;lnl/lInl? ?lIlunlluln; nln; urnlllnnlllnl/!lllllllnuclll?
Determination:
Perennial Channel (stop) Important Channel: LF PROJECT MICR. Initials
Intermittent Channel (proceed) ) Unimportant Channel LF
Ephemeral Charnel (no jd) (attach map indicating location of importantiun mrorant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
-40&?
(if othc: than C.O.E. project mar,a^_xl
;
"7illlill; "l!lllllll'll!C!NilllU;ll1lVlll!!lnlllllllll/llilll;!!l.'lilllllllllll!1ll111111!llnl/1lllll!'ll;lll17l1l8 /llllllllllllllilS;!i!;'il'.';.'1"l,'!1I01111C:i:;; 111111.w.,
'F=Or•.:•nr C'-=,ton,h Present NP =Not ;'resent
Important To Domestic Water Supply? Y/6)
t t ;
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME VipAmonf Nobmak GIaS DATE MarLti 2a7?
PROPOSED CHANNEL WORK (i.c., culvert, relocation, etc.) nr:p M/AiiwAa #w t6V VW WISt71`?11h0Yt
? ? lA&WI COUNTY/CITY bDIV?l11??O Vl
WATERDODYlRIVER BASIN `I
b?fcr? GV1YJCtn
RECENT WEATHER CONDITIONS YA1 h?A %V 41P, AM,
Does Channel Appear On A ua Or Soils Map? &)/ N Approx. Drainage Area: 210 CLWe4
nlllllullnlaullllallrlnul; lnullrlrlulnlnnlullrlrlllllunlr rlnalunllaumullralllllllnullnlllullulllrallullnallluur,!r, ulr, l?;iiillannlluulllll(l/Ill!lnn!lllllnllulrllllui ? ? au
Determination:
5 Perennial Channel (stop) Important Channel: LF PROJECT MGR. Initials _
nterminent Channel (proceed) Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of importantiunimporant channel)
19 Ditch Through Upland (no jd)
Evaluator's Signnturc:
(if other than C.O.E. project -_. ,crl
i:. .,?i!Ilill;'ILUIIIIIi'l.?'!.';?lillll,'!((lllllllllll!llllll/lllil;llli!ll.'Ii!ll!lllllll!!!lllllll!//lllllllllll,'l!!!l!illllll!llllllll!llllli?';.!i!i 'rl'.'l.'l!l,`llll'lllll;; :''i,:.::7.!llIllll/lll!i!iil,'lllll.?l7.! iq;
V=t'r --t CU_Ci in i Prr,,t•nt NP=Not P%.smt
Important To Domestic Water Supply? Y IL
t INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME VipAmont Na rail Gras DATE Mo?rcti Za?1
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) d? ai e n b?v?lnxit ?YISf 71?? f10y1
WATERTIODWRIVER BASIN Se??'1 ?j• 3 I J COUNTY/CITY 'PM1Ai'0V1
RECENT WEATHER CONDITIONS YANMA ? AVPP day bCFyra? 6V1?JCTn ----
Does Channel Appear On A Quad Or Soils Map? 61 N Approx. Drainage Area: 110 uwe5
lllllllllllllllllllllllll!llll Ill; llllllllllllll lI1/llllllllllllllllllllll!lllll; llllll!l1/ll!llllll!lllllll!llllllllll!lIllllllllllll!!ll!ll!lllll!lf!C!lll?liillllllllllllllll/l,'l!l1//!ll,Nllll/llllllllllllllllllli ?? ?//?
Determination:
Perennial Channel (stop) Important Channel: LF PROJECT NIGR. Initials
K ntermittent Channel (proceed) P Unimportant Channel: LF
n Ephemeral Channel (no jd) u (attach map indicating location of importantiunimporant channel)
Ditch Through Upland (no id)
Fvaluator's Signature:
(if other than C.O.E. project
-, .,;i!lull?'Y1.?1/!!llI'1.1.'ClIlillll;/llIllllllllll,/llllllllllllillli;ll.'lillllllll!ll;'lllllllllllllll/Ill/ll;llllllllllll/IlllllllllllllllN;:r:!.'il,'!1'l!l??l(l'llllll;:'i:;;'..:7.;1/lllllllll!i!irl'lllll.N';.; ;u;
?-" ,ent SP' ?'mrp,!% Present NP=Not Present
Important To Domestic Water Supply? Y /P
1 1
Itrtl
ACTION ID
1 Y
INTERMITTENT CHANNEL
EVALUATION FORM
APPLICANT NAME lipArnOnt Nahnral Dias DATE 0 NU'166 2-071
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.)' b?!r 1Ai MAA pjIDztk,Ylt 1y1kt11\k/1'?1Qv?
SeG{1M ?^ I 4aAV'1V1 COUNTY/CITY 1/0?V,/???OV1
WATERRODY/RIVER BASIN `
RECENT WEATHER CONDITIONS YAiVIA %VI P da?VtiS ?AW& GVIY-4.9
Does Channel Appear On A Quad Or Soils Niap? Y /( Approx. Draina;e Area: Mot 04 Ny?lmaP
llnnlulnnuruullrlllllrnlnlllalulllrunrlllullnlnllrrlu/Il,vllll/ululnrlu!lllluulnlnlaulnllanal//uulllunlnlllrllln!l!llllrirulmnullnnrllnllnlnn!lullllnulrlnllnlll?",rr,
Determination:
Perennial Channel (Stop) F-I Important Channel: LF PROJECT MGR. Initials _
?Intermittent Channel (proceed) ?/ Unimportant Channel: -9n_ LF
Ephemeral Channel (no jd) (attach map indicating location of imporantiunimporant chann:l)
Ditch Through Upland (no jd)
Evaluator's Signature:
--4§6 5
(if othc. than C.O.E. project nar.a;_r)
(:. . , ,i 4/ill. , '! ail l!ll!'l! ?l „! iillll "llll'!i 111 NNI/IIIIIl1l/I'll/i 41'li lllllllllll"Ill/llll!l!lIlllllllll'll!!l!illllllll X111111111111 i ?'Cii!i 'rl,"l.'l,'1,?1111'llllfi.:'i; i; (.:T; 111/lll//ll!i!i i l,'l!. ll'I';; ; 7'!i
F="r--scnt SP=Stonek Present NP=Not Presml
Important To Domestic Water Supply? Y16
1
t t
t t ? t ,
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME ViPAMOnt NotbAY-Ak Gras DATE
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.)4,tafflAi AAAAr b ]( VXAC 'Y1SFWk/1'hDy1--
WATER BODY/RIVER BASIN SeLhu?n ? Z f lA(??1V1 COUNTY/CITY t?AV11??V1
RECENT WEATHER CONDITIONS Ya11nJA '%YPA d044 ,7CTD' & 4V%V11C n
t,?GS
T
Does Channel Appear On A Qua Or Soils Map? N Approx. Drainage Area:
llIl11/ll1/lllllllllllllllllll!lRllllllllllll/Illll!lllllll!lllllllllllll!lIl/ll1!lllllllll!lllllllllllllll!lll1l!lllllllllllllllllllllllllllllll!lli!!i lll11/%!Ul!lll!1,9/llllillllllli!ll!I!il!/ll1/llllllllll!lllll.!•///?
Determination:
Perennial Channel (stop) Important Channel: LF PROJECT MGR. Initials
r-I Intermittent Channel (proceed) Unimportant Channel LF
Ephemeral Channel (no jd) (attach map indicating location of important/uni po art channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
(if other than C.O.E. project - . _,_r)
i'!1/ll"!'!ll!lli,/,,/,yrillll"Illytiltl!ll%l'111!llllilNl''l1'li'lllll111!l"!ll111/lllllllll!ll1ll'1/illlilll'l'll HllllllllllL!.,...!. ,1.::: l.l,'ll,?.'l'll' lllllll/lll!r!..1. 11/l1,7.,
7=0' r CI)_Ct?rtni.. Pr-cr•nr NI'=Nnt','res?nt
t
Important To Domestic Water Supply? Y/
t ?
tt??t
ACTION ID
INTERMITTENT CHANNEL
EVALUATION FORM
APPLICANT NAME VipAmOnt NAm-Al Gras DATE S3 NAay-ai 2-col
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) bG?dPVt/AI u?An?) ?hXlt ?YSS I fiDvt
WATERBODY/RIVER BASIN Sevt-??+ 5" ? yQ(??Glyl COUNTY/CITY ?V% f O l
RECENT WEATHER CONDITIONS YAi'A%A 'MYPP A041 kfere, gv%y lGVI --
i et'Ststcm eowst3aturamu nouom
(June thru Sept.) *VAvv
Seeps/Groundwater Discharge (June thru Sept) I h,rJ ; n#AA r`V)
Adjacent Floodplain Present
Wrack Material or Drift Lines
Hydrophytic Vegetation ln/adjacent to channel
Important To Domestic Water Supplv? Y /®
Does Channel Appear On A Quad Or Soils Map? Y Approx. Drainage Area: Y* at., M,!b?YInµp
llllnllu!!llrr!lalnllnlllrlr; llnlnlanl lnlulln!/l/lull/rrunl rnnaln!lnalllnrlalllllnlllnlulunnlnlrrl!ll!lllln! lrn!l!uli!li lllr• l!!rnlnlnlnlrlllunlnlrrl,vlnl/llllllllll!ll/rlllal?1,,
Determination:
Perennial Channel (stop) Important Channel: LF PROJECT MGR. Initials
Intermittent Channel (proceed) Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of importantiunir ..- ar. hanncl)
Ditch Through Upland (no jd)
Ev'aluator's Signature:
(if othc. than C.O.E. project ar,ag.a
i:' ::?i!lull."!l.Vll!l;.'lt'l';UiIIII'Illll'l!Ill!ll./llllllllllilillli!ll.'ri!llllllllll;'lllJ!ll1/!!llll/Illlll,'!llllli!llll/11!l!ll!all!lllil';;:ir,,;l"i.`l;1,N!ll,'1/all;,:'!;i;:.;;';;lr111!l/lll.ri!i!l'llIll.'l';.;i!`;
?ors, •..,nr Ct?=CI ,n i Preeent NP=Not PreSent
t INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME On} m? ALAI (fias DATE 8 Mae(ti zml
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) V14 i
?1
WATERBODY/RIVER BASIN b??n?tscel? lAGII?IV1 COUNTY/CITYV1v1i'0 V1
RECENT WEATHER CONDITIONS YA%V% Q TUP-A A04!5 bAW& 6VIVJGIn
Does Channel Appear On A Quad Or Soils Map? S/ N Approx. Drainage Area: *1(00, Poo Aoye-s
r--
mm?nnlnulnnin;nlnnn?n;n;n;nlnnnnnn/nnnlnn;nnunnunla;lnlnnnnnnn;nnunl,ln;;l;nll;lllannnmm?; ?rnnrlr;nmm?innlnn;rnrnm;m;munnlmnnnnr?irr
Determination:
Perennial Channel (stop)
Intermittent Channel (proceed)
n Ephemeral Channel (no jd)
-_11 Ditch Through Upland (no id)
P Important Channel: LF PROJECT NLIGR. Initials
Unimportant Channel: LF
(attach map indicating location of importanvunirrr rant channel)
Evaluator's Signature: eA6
(irothe- than C.O.E. project n _., ,_-)
-77
'F={'r SP=?I r, h Present NP=Not Present
Important To Domestic Water Supply? Y /9
t ?
tt?ti
ACTION ID
INTERMITTENT CHANNEL 1?-=
EVALUATION FORM
APPLICANT NAME VieArtimt NA V-A? 61A5 DATE S3 NUvtc , 2X01
PROPOSED CHANNEL WORK ii.e., culvert, relocation, etc.) b??ePvti?i Una n? ?711?AhCv1
WATERBODY/RIVERBASIN -TVilK*!Mi1CXeG{ COUNTY/CITY )?M1y1OV1
RECENT WEATHER CONDITIONS Y 'NYeP Ag4 , bcGn- Gw'Ir, 19
i '1 Does Channel Appear On A Quad Or Soils Map? ®/ N Approx. Drainage Area: Z'1 ?S ct&?e}

lllnll!l!!llllllllulnllll/ulr, lrlulnulrlrn!!ll!nINIIIIIr!inilu!rlln;l11111ullhilll!!111/lnlnlllanllulallllllla!llIlHall!lllln!rlNnl%!llllnll111lallllllNlllln!llrul/lanlr/r/lll///rli r ?lrr
Determination:
Perennial Channel (stop) (^? Important Channel: LF PROJECT NIGR. Initials _
Intermittent Channel (proceed) Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of importantiunimrortant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
(if other titan C.O.E. project mar.z__r)
i ::?il!llll;"!!gll!l!!'1.lN;:lair'llUlllll,'lilll!ll.%!llll!l/Illlillli!l1'lilllllllllll;'!ll!llllll!lllllllllll;l!l!llilllll/Il!lll!lllllllll!:;:::•"a.:7.'l;11%lll,'lllll;::'i:;;',:;'L'l!lllllllll!i!ril.'lllll.'1:;;;';r;
'F=Pr_scnt SP=Sionak Present NP=Not Present
Important To Domestic Water Supply? Y 10
t t
ACTION ID
INTERMITTENT CHANNEL
EVALUATION FORM
APPLICANT NAME YipAwiovif Noafinrak bias DATE 8 Mae( a, zvol
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.)'?b,G?rtP „AI r3ye?14t in St71kkAhM
WATERRODY/RIVER BASIN Seri ev S "+{- \lAlpkyl COUNTY/CITY N' '0 Vl
?t
RECENT WEATHER CONDITIONS Y6to 1hY P da?ny bAW& 6AY-4C
Does Channel Appear On A Quad Or Soils Map? (/ N Approx. Draina;e Area: `? GLY[t

Determination
[Derennial Channel (Stop) portant Channel: LF PKUJE(: I muK. tntctats _
Intetzrtit.ent Channel (proceed) ?nimportant Channel: 50 LF
Ephemeral Channel (no jd) (attach map indicating location of im rtant%unirrporant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
(if othc: than C.O.E. project tr.ana;.x)
i` ':?i!///l!?'!l!i//?/li'/,/V,'N!il/!ll/////'!i///!////////f////i!r//1i!/U/i//1////!///!!///!////1!1///!!////Il,'l//l//i!////'l/1/!//////ll/Iii",;!r!1'il.'.'l.'H/Il'I//7!//G:'.'.';?:'..:';/,''///1/////l/!i!lil,'/////?C;;;:•':.
?=Pr.•,-nt SP=?t,?r,ri Present NP=Not Pr sent
Important To Domestic Water Supply? Y /O
t t
t t t t ' r?,,,.
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME YiPdrnoht Nafin?? Gras DATE 0 Marc, 2a7l
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc).)`' 170?rhe?llLAi1AAj •! bi IhYlt rilSt71`?/1th0r1
WATERnODY/RIVER BASIN C e(,bj-n s"4 / 1nd),l COUNTY/CITY t?&V% t O l
RECENT WEATHER CONDITIONS YAilfk4 TAI&A A641, bC?W? 4V11f.1GI4
Does Channel Appear On A Quad Or Soils Map? Y /O Approx. Drainage Area: hod' on W-70- Wu,f
llrulrrnmrnrlllrnnrrnnll; ununnlanilrrlunllnllrllallnuunr, ulnlarllllrunlrrnlunlllrllrlrnllrlnulllallrlulaulrul; a; rr.l? rluunnullnnn; nnrnulrnrnrlnlrrnnni rlrr, ?,,/r,
Determination:
F Perennial Channel (Stop) portant Channel: LF PROJECT MGR. Initials _
lntermiaent Channel (proceed) F-Vf nimportani Channel: g? LF
Ephemeral Channel (no jd) (attach map indicating location of impona_ntiunimror, ant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
-Ai6-
(if other than C.O.E. project =nag-")
/////;//////1//Irr///I/r//li!i;::,
?=f'r_,cnt SP=?t?r,ch Present N('=Not ;'resent
Important To Domestic Water Supply? Y6
DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
FInvestigator: e: WAI r - ft?n %%1VA- Date: 6 (?1 hyec 2c-v1
Owner: t County: DGN iG1Soh
r: C hs State: NCB
l Circumstances exist on the site? No C ommunity ID:
significantly disturbed (Atypical Situation)? No Transact ID:
a potential Problem Area? es V Plot ID:
ed, explain on reverse.)
V CP`CTA Yin AI

Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. AIM 0, C,,f YYVWAt-A o 1& 1. 9-
2. C,-A VA1nYA DIt%V to.
3. kVLkGt V11my-'K i 11.
4. (?AYt?& hip • 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-).

Remarks: We}IAr A AI(eA - ye_e - n V7`?
HYDROLOGY
Recorded Date (Describe in Remarks): Wetland Hydrology Indicators:
_
Stream, Lake, or Tide Gauge Primary Indicators:
-
_ Aerial Photographs
_ Other
? No Recorded Data Available X Inundated
Saturated in Upper 12 Inches
_ Water Marks
Drift Lines
_
i
'
ts
_ Sediment Depos
Feld Observations: l? Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Q
Depth of Surface Water: (in.) _ Oxidized Root Channels in Upper 12 Inches
-Water-Stained Leaves
Depth to Free Water in Pit: O (in.) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: O (in.) _ Other (Explain in Remarks)
Remarks:
SOILS '
Map Unit Name
Drainage Class:
(Series and Phase): Feld Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No

Profile Description:
Depth Matrix Color Mottle Colors
Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
Hydric Soil Indicators:
_ Histosol _ Concretions
High Organic Content in Surface Layer in Sandy Soils
Histic Epipedon _
_
Sulfidic Odor _ Organic Streaking in Sandy Soils
_
Aquic Moisture Regime _ Listed on Local Hydric Soils List
Reducing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors . - Other (Explain in Remarks)
Remarks:
n-Trnl&A w1A-rinik1
yyC 1 t-J11VU uC 1 r=nrvnnvrN I Ivl%
Hydrophytic Vegetation Present? a No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? -1( es No Is this Sampling Point Within a Wetland? es No
Remarks: L1 ?1
Approved by HQU AC 2/9
DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
e' AUb" h "O'n
Date: MAn" 2O°
Owner: ie Yrloq tJA ul !? 5 County: DOlyiAson
N G
r: v1s h State:
l Circumstances exist on the site? No
LENormal Community ID:
significantly disturbed (Atypical Situation)? No
Y Transect ID :
Pl
t ID:
es
a potential Problem Area? o
ed, explain on reverse.)
• ,rn rT A TIl1111
vcuLlr\I lv.
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Now, 5C rrvap.'tu - S S 01 V 9. --
2. SArnVWAA,1, ('AnAaOn4lS S/4- -fkL ILL 10.
3. Atj?fg
a. k r YI?bvlnw+ _ T ? 12.
T
I f-M,-W
13.
s. P 1 An1ns oul?entaks -r?FCirl- 14.
7. 0?nv1CV', Sbn• 081 15•
a. alc-J Svd. _ _____ 0131 18.
Percent of Dominant Species that are OBL, FACW or FAC (?C?O
(excluding FAC-).

Remarks: We-A-liAnck AfCA " 6ec ," S - 'L-
uvn Dnl nr_`v

Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_
Stream, Lake, or Tide Gauge Primary Indicators:
_
Aerial Photographs X_ Inundated
_
Other K Saturated in Upper 12 Inches
_
? No Recorded Data Available -Water Marks
Drift Lines
_
i
D
'
ts
epos
_ Sediment
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
)
Z' I lin Oxidized Root Channels in Upper 12 Inches
.
Depth of Surface Water: _
_ Water-Stained Leaves
Depth to Free Water in Pit: O (in.) _ Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: O (in.) _
_ Other (Explain in Remarks)
Remarks:
SOILS '
Map Unit Name
(Series and Phase): Drainage Class:
Feld Observations
Taxonomy (Subgroup): Confirm Mapped Type? Yes No

Profile Description:
Depth Matrix Color Mottle Colors
Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
Hydric Soil Indicators:
_ Histosol _ Concretions
h Organic Content in Surface Layer in Sandy Soils
Hi
Histic Epipedon _ g
_
Sulfidic Odor _ Organic Streaking in Sandy Soils
_
AQuic Moisture Regime - Listed on Local Hydric Soils List
_
Reducing Conditions _ Listed on National Hydric Soils List
_
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
r-T1 .- Mr-TCARj1 IkIAT1r1111
yyCI LFi IV Li LJ G I C nIV{1 11r??IV I•
Hydrophytic Vegetation Present? a No (Circle) (Circle)
Wetland Hydrology Present? a No
Hydric Soils Present? If es No Is this Sampling Point Within a Wetland? a No
Remarks: (.1?.
Approved by H U AC 19
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