20010719 Ver 1_COMPLETE FILE_20010510

Michael F. Easley
-? Governor
William G. Ross, Jr., Secretary
a tf Department of Environment and Natural Resources
.} Kerr T. Stevens
Division of Water Quality
May 18, 2001
DWQ# 01-0719
Catawba County
Herb Jeans
Piedmont Natural Gas
1915 Rexford Road
Charlotte, NC 28211
APPROVAL of 401 Water Quality Certification
Dear Mr. Jeans:
You have our approval, in accordance with the attached conditions, to construct pipeline in Catawba County, as
described in revised application materials received by the Division of Water Quality on May 10, 2001. After reviewing your
application, we have decided that this work is covered by General Water Quality Certification Number 3288, which can be
downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows 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 Storrnwater,
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 only valid for the purpose and design that you described in your application. If you change your
project, you must notify us 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. 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). For this approval to be valid, you must follow the conditions listed in
the attached certification.
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.
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.
?0
Stevens
Attachment
cc: Corps of Engineers Mooresville Regulatory Field Office
Asheville DWQ Regional Office
File Copy
Central Files
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)

Office Use Only: 010719 Form Version April 2001
USACE Action ID No. DWQ No.
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 401 ISSUED
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: ? _?)
C-?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? r?i .,;
II. Applicant Information
1. 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]
ieans(a piedmontng.com
E-mail Address: herb.
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.moore(a,piedmontng.com
Page 3 of 13
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: Hickory 2001 System Strengthening Pipeline
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Catawba Nearest Town: Newton
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Follow Old US Hwy 321 north
from Maiden to Prison Camp Rd., SR 1883. Turn right onto Prison Camp Rd. The
existing right-of-way begins several hundred feet on the left and continues northwest
for 5 miles terminating at an existing Piedmont Natural Gas regulator station.
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): South Fork Catawba River
9. River Basin: Catawba 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.ne.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 16" natural gas transmission main needed to maintain
adequate pressures for an existing distribution system in Catawba 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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 13
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A None
N/A None
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: mechanized clearing, grading, fill,
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: None
Total area of wetland impact proposed: None
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 Bill's Branch 2' Perennial
T-2 Excavation 50' UT to Bill's Branch 5' Perennial
T-3 Excavation 50' UT to Bill's Branch 3' Perennial
T-4 Excavation 50' Clark Creek 30' Perennial
T-5 Excavation 50' UT to Clark Creek 2' Perennial
T-6 Excavation 50' UT to Clark Creek 2' Perennial
T-7 Excavation 50' UT to Clark Creek 2' Perennial
T-8 Excavation 50' UT to Clark Creek 1' Perennial
T-9 Excavation 50' UT to Clark Creek 3' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
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 OF (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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.nia uest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 450 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)
(if Name applicable) Wat) 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 proposed pipeline will be installed completely within an existing right-of-way. 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 and stream
bank stabilization will be implemented to prevent off-site sedimentation or any on-site
erosion.
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/strmgide.html.
1. 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 450 feet within the Catawba 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.
Site directions are provided in III-4 above. A vicinity may, 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 http://h2o.enr.state.nc.us/wM/index.httn. 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 213 .0233
(Neese), 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
' Lone I extends out 3U teet perpendicular trom near bank of channel; Lone 2 extends 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 213.0242 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' rieht-of-wav 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 (I 5A 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 eas transmission lines need to be installed prior to the fall and winter heatinz
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--1-61
Applicant/Agt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 13
Stream Impacts, including all intermittent and perennial streams
Stream Impact Site Number
(indicate on map) Latitude
&
Longitude
T-1 35:37:14N / 81:12:54W
T-2 35:37:19N / 81:13:03W
T-3 35:37:29N / 81:13:17W
T-4 35:37:39N / 81:13:49W
T-5 35:37:40N / 81:14:12W
T-6 35:38:07N / 81:15:03W
T-7 35:39:03N / 81:15:18W
T-8 35:39:11N / 81:15:21W
T-9 35:39:22N / 81:15:24W
Cumulative impacts (linear distance in feet) to all streams on site: 450 ft.
Page I of I
Piedmont
Natural Gas
Company
Post Office Box 33068
Charlotte, North Carolina 28233
May 7 2001
Mr. John Dorney
NCDFNR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
401 ISSUED
Subject: 401 Water Quality Certification - Hickory 2001 System Strengthening Pipeline
Dear Mr. Dorney: 010719
Piedmont Natural Gas is applying for Section 401 Water Quality Certification concurrence for
construction activities associated with the installation of a 16-inch natural gas transmission
pipeline in Newton, 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, a
vicinity map, and check for the application fee. 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,
PAYMENT
RECEIVED
v?
Andrew W. Moore, PE
Supervisor - Design Engineering
Attachments
4n4
401 ISSUED
Office Use Only: o10719 Form Version April 2001
USACE Action ID No. DWQ No.
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: ?
-0 -0
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for ?
mitigation of impacts (see section VIII - Mitigation), check here: ? EL S
r'n
II. Applicant Information -Z31?
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(i0iedmontng.com
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.moore(a-)piedmontng.com
Page 3 of 13
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: Hickory 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: Catawba Nearest Town: Newton
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Follow Old US Hwy 321 north
from Maiden to Prison Camp Rd., SR 1883. Turn right onto Prison Camp Rd. The
existing right-of-way begins several hundred feet on the left and continues northwest
for 5 miles terminating at an existing Piedmont Natural Gas regulator station.
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): South Fork Catawba River
9. River Basin: Catawba 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 16" natural gas transmission main needed to maintain
adequate pressures for an existing distribution system in Catawba 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
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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 13
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A None
N/A None
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: mechanized clearing, grading, fill,
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 httn://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: None
Total area of wetland impact proposed: None
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 Bill's Branch 2' Perennial
T-2 Excavation 50' UT to Bill's Branch 5' Perennial
T-3 Excavation 50' UT to Bill's Branch 3' Perennial
T-4 Excavation 50' Clark Creek 30' Perennial
T-5 Excavation 50' UT to Clark Creek 2' Perennial
T-6 Excavation 50' UT to Clark Creek 2' Perennial
T-7 Excavation 50' UT to Clark Creek 2' Perennial
T-8 Excavation 50' UT to Clark Creek l' Perennial
T-9 Excavation 50' UT to Clark Creek 3' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
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.usgs.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 450 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
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 aronosed pipeline will be installed completely within an existing right-of-way. 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 and stream
bank stabilization will be implemented to prevent off-site sedimentation or any on-site
erosion.
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/strmy,ide.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
descri site conditions and proposed method of construction. Please attach
a ate sheet if more space is nee e .
Piedmont Natural Gas' mitigation pla consists- of streambank restoration designed
will
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.
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 http://h2o.enr.state.ne.us/wrp/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
(Meuse), 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 from near bank of channel; Zone 2 extends 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 213.0242 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 existinn 50' right-of-wav 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 projected future erowth.
,5--l-6
Applicant/Agt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page I I of 13
Stream Impacts, including all intermittent and perennial streams
Stream Impact Site Number
(indicate on map) Latitude
&
Longitude
T-1 35:37:14N / 81:12:54W
T-2 35:37:19N / 81:13:03W
T-3 35:37:29N / 81:13:17W
T-4 35:37:39N / 81:13:49W
T-5 35:37:40N / 81:14:12W
T-6 35:38:07N / 81:15:03W
T-7 35:39:03N / 81:15:18W
T-8 35:39:11N / 81:15:21W
T-9 35:39:22N / 81:15:24W
Cumulative impacts (linear distance in feet) to all streams on site: 450 ft.
Page I of I

A Pedestrian Survey for Wetlands and Protected Species
Existing Piedmont Natural Gas Company Gas Pipeline
Right-of-Way near Duan, North Carolina
Catawba County
VD
ss
?F
010719
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 Tuesday, February 27, 2001. This survey is
appropriate given the potential for streams and wetlands to cross the ROW, and the open,
maintained habitat has the possibility of harboring protected species. Approximately 5 miles of
ROW were surveyed, beginning at the existing regulatory station at Prison Camp Road in Duan,
NC, traveling in a northwesterly direction, and ending at the existing regulatory station off of
Old Latter Road near Startown, NC.
General Overview
Two environmental scientists from HDR and two employees from Piedmont Natural Gas
Company (Piedmont) walked the ROW. The weather on February 28, 2001, was sunny and the
temperature between 55-65°F. The vegetation and soils were mostly dry. The team looked for
potential habitats for protected species and wetland areas 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 current ROW is bordered by pine and mixed hardwood forests. It follows a hilly
terrain and at times, goes through open fields and pasture areas. Currently, the entire ROW is an
existing Piedmont ROW. The ROW areas are maintained on a regular basis by bush hog crews.
There are no federally endangered species within Catawba County (County). The only species
listed as federally threatened in this County is the Dwarf-flowered heartleaf, Hexastylis
naniflora. The heartleaf, a wild ginger, was not found in any of the seep areas adjacent to
streams that cross the ROW. Searches were conducted for other regional protected species, such
as the Appalachian goldenbanner (Thermopsis mollis sense stricto), which is listed as
significantly rare. No protected species were found. In addition, no wetland areas were found
along the ROW.
Most of the wooded sections consist of dry woods comprised of pine (Pinus echinata ), oak
(Quercus rubra, Q. falcate, Q. alba), hickory (Carya spp.), beech (Fagus grandifolia), and
sycamore (Platanus occidentalis). The under story consists of flowering dogwood (Corpus
Florida) and young beech.
The narrative report has been divided into sections that are made up of segments of the ROW
bounded on either side by roads. The narrative begins at the southeastern end of the ROW and
proceeds in a northwesterly direction.
Hickory-Duan ROW Survey 1 March 2001
10703-004-018
Section 1- Existing Regulatory Station off of Prison Camp Road to the Railroad Tracks
The proposed line will follow an existing ROW. This section is approximately 5,015 feet in
length. In this section, the ROW runs through an open field and through North Carolina
Department of Transportation property. It is bordered by pine forests (Pinus spp.) to the railroad
tracks.
Section 2 - Railroad Tracks to Old Highway 321
From the railroad tracks, which are out of service, the ROW is bordered by pine forests for 350
feet. Within this forested area, at approximately 200 feet, a small jurisdictional drainage crosses
the ROW. The channel is approximately 2 feet wide and 3 feet deep and contains about 3 inches
of water.
At approximately 400 feet, the ROW is bordered on both sides by a mixed hardwood forest. The
forested areas include the following species: red oak (Quercus rubra), southern red oak
(Quercus falcata), tulip poplar (Liriodendron tulipifera), hickory (Carya spp.), white ash
(Faxinus americana), red maple (Acer rubrum), sycamore (Platanus occidentalis), and black
walnut (Juglans nigra).
A jurisdictional stream crosses the ROW at 550 feet. This drainage is approximately 5 feet wide
and 6 feet deep and contains about 6 inches of water. As the ROW crosses the stream, the
hardwood forest borders continue. On one side, a few houses and trailers border the ROW.
From these houses, the ROW crosses a gravel driveway and follows another gravel drive to Old
Highway 321. A white pine (Pinus strobus) forest borders this segment of the ROW.
Section 3 - Old Highway 321 to Rome Jones Road
From Old Highway 321, the ROW extends along a gravel drive. At 70 feet, a small outlet from a
pond crosses the ROW. This jurisdictional channel is approximately 3 feet wide and 2 feet deep
and contains about 1-inch of water.
At 75 feet, there is a regulatory station. From there, the ROW passes through a small horse
pasture bordered on either side by a pine forest.
Section 4 - Rome Jones Road to Sigmon-Dairy Road
This section spans 8,660 feet. The ROW runs through a horse pasture for 500 feet. The ROW is
then bordered by hardwood species on the ridge and by pine species as the ROW descends in
elevation.
Before the ROW crosses Clark Creek, it is bordered by ash and river birch (Betula nigra). At
3,100 feet, Clark Creek, a medium-sized jurisdictional stream, crosses the ROW. This channel
is approximately 30 feet wide and 15 feet deep and contains about 2 feet of water.
Hickory-Duan ROW Survey 2 March 2001
10703-004-018
On the other side of Clark Creek, giant cane (Arundinaria gigantea) is present in the floodplain
forest that borders the ROW. A water treatment plant is near Clark Creek, and the ROW crosses
an open field area within the plant property at about 3,300 feet. At approximately 3,700 feet, the
ROW exits the water treatment plant property.
From there, the ROW is bordered on both sides by pine forest. Willow oak (Quercus phellos)
and ground cedar (Lycopodium tristachyum) are also present within the forested areas.
At 4,180 feet, the ROW crosses a small jurisdictional stream. This channel is approximately 2
feet wide and 1-foot deep and contains about 6 inches of water.
From the stream, the ROW is bordered by mixed hardwoods for 500 feet. The ROW continues
through an open field and is bordered on one side by a residential area off of McKay Road to
Picnic Drive.
The ROW passes through open fields and pasture areas for an additional 4,800 feet. The ROW
then crosses a trailer park at 8,000 feet and continues to Sigmon-Dairy Road.
Section 5 - Sigmon-Dairy Road to Highway 10
From Sigmon-Dairy Road to Shady Drive, the ROW passes through open fields and pastures
(2,775 feet). At 1,730 feet, a small jurisdictional stream crosses the ROW. The channel is 2 feet
wide and 5 feet deep and contains 3 inches of water.
In the sub-section from Shady Drive to Bolick Drive, the ROW passes through a neighborhood.
Because of the congestion, it is likely that the pipeline will follow the roads bordering the
neighborhood and join up with the original ROW at Bolick Road. Both possibilities were
examined, and no critical habitats were found.
For the remainder of the section (Bolick Drive to Highway 10), the ROW passes through open
fields and pastures. No jurisdictional drainages cross this section of ROW.
Section 6 - Highway 10 to Old Latter Road
From Highway 10, the ROW passes through an abandoned field until it crosses an unimproved
road at about 750 feet. From there, the ROW is bordered by pine and mixed hardwoods forests
for approximately 1,500 feet. White oak, hickory, and tulip poplar were among the species seen
in the forested areas.
At about 3,000 feet, a small jurisdictional stream crosses the ROW. This channel is
approximately 2 feet wide and 1-foot deep and contains about 5 inches of water.
The ROW is bordered by mixed hardwood species as it crosses two additional jurisdictional
drainages. Beech (Fagus grandifolia) and oak (Quercus spp.) are among the trees observed in
this section of forest. The two drainages occur at about 3,760 feet and 4,515 feet in this section.
Hickory-Duan ROW Survey 3 March 2001
10703-004-018
The first of the additional channels is 1-foot wide and 1-foot deep and contains about 4 inches of
water; the second is 3 feet wide and 2 feet deep and contains approximately 6 inches of water.
From the last stream, the ROW extends through an open field to the regulatory station at Old
Latter 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 the County were found. 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 zero wetland areas. There are nine
drainages that cross the ROW; however, they are small, with the exception of Clark Creek, and
have no wetlands associated with them. Total impacts to streams will be approximately 50 linear
feet.
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 stream crossings can be
minimized or avoided by careful construction planning.
Hickory-Dunn ROW Survey 4 March 2001
10703-004-018
its 11
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME YIeAVAD,nt NA} VAI G[ay DATE 21 FGb• %0-01
PROPOSED CHANNEL WORK (i.e., culvcrt, relocation, etc.) pPyrey%XibyAA%/ Vt ?L1e IY?SEt[«AhM
WATERBODWRIVER BASIN Seciim Z.-I L C'MuwI A COUNTYICITY CA?AWVA
RECENT WEATHER CONDITIONS Y\0 YA?v? VYP/VJ.01AS 'rY1?ee egg 4
Does Channel Appear On A Quad Or Soils Map? Y /® Approx. Draina;e Area: n0} ovl U???l?i mA?
llllll llIlllllllll!llllllllllllll!lllll/llllllllllllllllllllllllllllllllll'Il/ll!llllll!!lll!lllll!lllllll llllll!llIllllll l/1 /lIl!ll!lll!lI lIll!l/ll ll?Nllll111llllllllllllll!l1/I!lllllllll'Illll/l!lllllllllllll/llll l!llll
Determination:
K erennial Channel (stop) Important Channel: LF PROJECT INIGR. Initials
P
Int.-rmittent Channel (proceed) P Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of importanUunimportant channel)
Ditch Through Upland (no id)
Evaluator's Signatu
(if other than C.O.E. project rnana;er)
,'Null;., !N1111'l ll'l ?rlllll"l1/l'llllllllllllllllll!!l!Vli'll'Ii'llllllllll'Vllllllllll!llllllllllN!'lllilllll/lllllllllllll/lil,'Lh!!'il'.N:llllllll'l1/lr.:.;.l,:.. lllll?l/l!lhl„l'l!lll!1....
Important To Domestic Water Supply? Y /©
Hickory - 16" Transmission
Stream Crossing T-1 - Wet Ditch Method (A)
Description: Tributary to Bill's Branch
Stream Width - 2'
Stream Depth - 3'
Water Depth - 3"
Right-of-way Line
Spoil Pile
Pipe Trench
Stream
T
Spoil Pile
Trenchline Barrier
or Earthen Plug 3
0
s) r
0
0
0"0°"0°"0°-0°-0 A ?
°00 o Temporary Equipment
'00.-00.9g90.9
0 0 0 0 0 0
00000000000 Crossing
o°ooooo°000
Gravel u u u
Construction

Entrance o o o o o
0°0°0°0°0°
--- -- -- -- - --
)"o o"o"o o-
?°00000°000°
)00°0°0°0°0°
°0000000°00
X00000000000
0 0 0 0 0 0
°0°00°00°00°00
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
-Rock Silt Screen
INTERMITTENT CHANNEL ? -?
EVALUATION FORM
ACTION ID APPLICANT NAME YIedw vtt WAIVAk (nos DATE Feb. 2-001
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) VeYrtyX lAk M/ bi ?V1e lh`rEaI?IA?1M
WATERBODWRIVER BASING eaw1 , 'L" s- S atA 104 COUNTY/CITY CAtAWRA
RECENT WEATHER CONDITIONS Y\0 YAAiV% vv&VI0Vl5 'hnl(ee dAU?+ -
Does Channel Appear On A Quad Or Sails Map? Y /© Approx. Drainage Area: M* on m5cvs W?AP
luunlnuuulalanlnluulinnlnnrnrlnll/nlulnllnlrlll11n!!ullululuuuumunarllllulnnnlnlrlullurnlnlnlalulunllrllalnunnnnnlnl/nulnuna!!alnlnlulnnlnllnr.:! ,/,
Determination:
Perennial Channel (stop) Important Channel: LF PROJECT MGR. Initials
P?Intermictent Channel (proceed) R Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of importaitiunimporant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
(if other titan C.O.E. project mana__:)
©
Important To Domestic Water Supply? Y/
Hickory - 16" Transmission
Stream Crossing T-2 - Wet Ditch Method (A)
Description: Tributary to Bill's Branch
Stream Width - 5'
Stream Depth - 6'
Water Depth - 6"
Right-of-way Line
Spoil Pile
Pipe Trench
Stream
V
Spoil Pile
Trenchline Barrier I
or Earthen Plug 3
w
0
A
00000000000
0
0 0 0 0 00
o°o°o°o°o°o
o°o°o°o°o°o
00000000000
0 0 0 0 0 0
00000000000
. Gravel
Construction
Entrance
Culvert(s) P?
0
0
Temporary Equipment
Crossing
?80 0 0 0 0 0oo
0000000
?"o 0 "o 0 "o 0 "o 0 -o-
0
0
°o°o°o°o°o°
?°0°0°0°0°0°
100000000000
100000000000
)00000000000
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
-Rock Silt Screen
INTERMITTENT CHANNEL -?
EVALUATION FORM
ACTION ID APPLICANT NAME YteAWiont MAtWyAk G145 DATE 2f Feb• ton 1
PROPOSED CHANNEL WORK (i.e., culvcm relocation, etc.) V&,r ei% t(M.L1W blw_\A-Y P_ 1hS?A??A?1M
NVATERnODY/RIVER BASIN Ser'+itm 3-1 Z QgykyjbA COUNTY/CITY Ca AwyA
RECENT WEATHER CONDITIONS y1o_YAtYt FyeyI NS %-,Iee AA14"
Does Channel Appear On A Quad Or Soils Map? Y /® Approx. Drainage Area. A4 ph Mi SMAp
lunllrlrlulurllllullaurrunl/unnaulnlnnlulllllrllrluluull!l1nllullallulllnlllluulrllnullua! lnllullnualnululnlr!rlnal%; nl! nlunlnlllnllllallulnunrulrlrlllllunlul ;'ru
Determination:
K erennial Channel (stop) Important Channel: LF PROJECT NIGR. Initials
P
lntermictent Channel (proceed) P? Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of importantiunirr.porant channel)
Ditch Through Upland (no jd)
Evalumor's Signature:
(if other than C.O.E. project
N1111il,/ /,yriilll"l1/l'!!lllllNllllllllll%iNll'll.'li!llllllllll,?ll(lllllll/Illllll/Ill'lillllilllll;llNll/I/llll!!il';..`!l.';l'.'l1/;ll.llll,'lllll;::,:..'!Clll/All'llb!;:IJIIl1.4.,....
Important To Domestic Water Supply? Y/0
Hickory - 16" Transmission
Stream Crossing T-3 - Wet Ditch Method (A)
Description: Tributary to Bill's Branch
Stream Width - 3'
Stream Depth - 2'
Water Depth - 1"
Right-of-way Line
Spoil Pile
Pipe Trench
Pipeline
00000000000
00000000000
00000000000 04
00000000000
00000000000
00000000000
Gravel
Construction
Entrance
Stream
V
Spoil Pile
Trenchline Barrier I
or Earthen Plug
4?
0
Culvert(s)
0
0
kn
Temporary Equipment
Crossing
o°o°o°o°o°
0°0°0°0°0°
00000000000
°
° 00 °°o0 °°o0 0°o0 °°o0 °°
°0°0°0°0°0°
°o°o°o°o°o°
?°o°0°0°0°0°
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
??-Rock Silt Screen
T1:._La _r ------ T --
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME Yke-AWiont WA ?Ak Glgy DATE'S FGb• 2001
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) ?GIA?I/?i/ b1 ,hA1@ %y%'z kUAhM
AVATERnODYIRIVERaASiN(Sechwm4-1)CIAA,CYe*1-/tg*y,bA COUNTY/CITY CaIAWb01
RECENT WEATHER CONDITIONS Y\0 YAiv% V-r&Y "5 %v"ee A01144
Does Channel Appear On A Quad Or Soils Map? ©/ N Approx. Draina;e Area: _ Odd CS
lllllllll!ll1llllllllllllllll!!ll!l!Ill1!lllllll llllllllllllllllllll!lllll!lllll;!l1/lI/I!!l!llllllllll/llllllllllllllllll(lllllllllll l!lI/llllllllll1.?l1/lll?lii!ll!l!lllllllllllllllll l!!ll,?l l!ll/lllli lJlllll lI ll!lll!; ; il!
Determination:
P?lntermittent Perennial Channel (stop) Important Channel: LF PROJECT MGR. Initials
Channel (proceed) R Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating tocation of importantiunimporant channel)
'9 Ditch Through Upland (no jd)
Evaluaror's Signature:
(if othc: that C.O.E. project r ana__a
is 7,'!ll! l! 1 ' 71!. llll i I 'U!C; NilllY, /Illl,'ll llll ll!l/1 /llllll i U!I l.! ll.'li! llllllllll.V!lIllllll!lllllll llIlllli l/ll i lllll! lllllllllllll lli /'? ; !: !l 'i l.'. i"!. ILViI.'l! lll; :: i:,'; l..': ! .; li i lli ll'll.?%C: l'1(lll.'.: ; 'r ,
Important To Domestic Water Supply? Y /O
Hickory - 16" Transmission
Stream Crossing T-4 - Wet Ditch Method (A)
Description: Clark Creek
Stream Width - 30'
Stream Depth - 15'
Water Depth - 2'
Right-of-way Line
Spoil Pile
Pipe Trench
Stream
V00000000 0 0000000 '?
0
0 0 0 0 0 0 0 0 0 0 0 Temporary Equipment
0 0 0 0 0 0
00000000000Crossing
0 0 0 0 0
00000000000
Gravel,
Construction u u u
Entrance 0000000000
o°o°o°o°o°
--- -- -- -- - --
T%•_L? _l ______T :__
Culvert(s) 1:?
0
0
to
Spoil Pile
Trenchline Barrier I
or Earthen Plug 3
w
0
A
`
oo ° ` 00 ° ` 00 ° `o ° - 00
0 0 0 0 0
0 0
>00000000°O°
1°0000000000
X00000000000
>°o°0°0°-0°_0°
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
-Rock Silt Screen
?
INTERMITTENT CHANNEL ?
EVALUATION FORM
ACTION ID APPLICANT NAME Y!edWi0vTt MAA-AYAk Cn4l, DATE ?f Fab- -2-001
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) pP?Yp'GYd1ivWln? bi ?v1@ 1WSEa1??A?1M
WATERBODY/RIVER BASIN CieCki ? 4-2- l .A'AW19COUNTY/CITY }GIW?7A
RECENT WEATHER CONDITIONS Y?0 YAIy% ? jwjp S, 'tyVeo_ dAU4 -
Does Channel Appear On A Quad Or Soils Map? (91 N Approx. Drainage Area: ?g'0 aUX[i
llll(lllllll!l!Illlllllllllllllllill(lllllllllllllllllllllllllllllllfll/1!!1/lll,'llllllllllllllllllllll/lIll!lll!lllllllllllllllllllllllll!lIll!!l1/ll!lllllllliNll,Nll!llllllllllll!lllllll!l1/l!/llllllllllllllllllll? ;`l1!
Determination:
Perennial Channel (stop) Important Channel: LF PROJECT MGR. Initials
Intermittent Channel (proceed) P? Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of importantiunimporant channel)
Ditch Through Upland (no jd)
Evalua(or's Signature:
(if other than C.O.E. project mana;_r)
' ;!ll.?l,' ":'!!rH%!;i'1!!l!:;!;'it1/!!llll,'llllllll.'llllllllll.?!;!ll1!ll.'li!lllllll!ll .'llll!lllllll!ll1llllll!li!;l1!ll1/l!l1!lnnllla;l;l';;r,!c;c'i.l;r,!il!l'i'lr; :'!:!;L.?';1/llll!/l'l!??!ii!!1/l!Ci';::.? '
Important To Domestic Water Supply? Y /O
Hickory - 16" Transmission
Stream Crossing T-5 - Wet Ditch Method (A)
Description: Tributary to Clark Creek
Stream Width - 2'
Stream Depth - 1'
Water Depth - 6"
Right-of-way Line
Spoil Pile
Pipe Trench
Stream
T
00000000000
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 Temporary Equipment
00
0 0 0 0
o°o°o°o°o°o Crossing
0000 0 0000(
000000000Gravel u u u

Construction

Entrance 30000000000
°°°°°
Spoil Pile
Trenchline Barrier 1
or Earthen Plug 3
4?
0
S)
0
0
X00000000000
°o°o°o°o°o°
°o°o°o°o°o°
°o°o°o°o°o°
:°0°0°0°0°0°
°0°0°_0°0°0°
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
-Rock Silt Screen
, ? -T
tr
.t,.r
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID

APPLICANTNAME Y1eAWVrt WANOAk CM6, DATE 29 Feb• 4.0o I
PROPOSED CHANNEL WORK (i.e., culvert, relocations, etc.) YPN4?GV?1(M?I/?? bl ?hY10 IhS?nI??At1M
WATERBODY/RIVER BASIN Seciiv1^ 5 -1 Cctk?wbcl COUNTY/CITY Ca??zIW?7q
RECENT WEATHER CONDITIONS Y14 YAIn DYPN?0"S' %dee AAU"
Does Channel Appear On A Quad Or Soils Map? Y ?N Approx. Drainage Area: v1o} Dn UyGiyMtGtp
lnnulmluululnlnrlluulinnrllnaulnunllmlllllllulrlauanlrlrlllllrllllllulalnlrnlnnanlllunlluulrulpn/lu/llalu!lrnllll! nll!nnxunllnlrulunl,'rrrlnlrllrnarllrrrrrrrr!:!l,
Determination:
K erennial Channel (stop) Important Channel: LF PROJECT 1N1GR. Initials
P
lnt°rmittent Channel (proceed) P? Unimportant Channel: LF
F Ephemeral Channel (no jd) (attach map indicating location of importantiunimporam channel)
1
Ditch Through Upland (no id)
Ev'aluator's Signature:
(if other than C.O.E. projec, n anz;cr)
i '';!!!il!;"!!.!?l1!lil'l.%!l,'I%!iilr/flllll,4/llllll./llllllllll.%!i!ll.!!l.'li!llllllllll,'!lllfllll/IlllllllllllNli.rllillllll/lNlll11r/r,?iGC;:F!;'il.'.'r,'Ill,!?lrl.'l'llli.::':C'.:;';;1/lllil/,'l/!!!,'rr!lL'!l.!-';.7::'
Important To Domestic Water Supply? Y/0
Hickory - 16" Transmission
Stream Crossing T-6 - Wet Ditch Method (A)
Description: Tributary to Clark Creek
Stream Width - 2'
Stream Depth - 5'
Water Depth - 3"
Right-of-way Line
Spoil Pile
Pipe Trench
o
o
0°"00°9°9°"o"o"00°"o
o°o
o°o°o°°o°oo°°oo°o
°o
o°o°o°o°o°o
o°o°o°o°o°o
o°o°o°_o°_o°_o
Gravel
Construction
Entrance
Stream
T
Temporary Equipment
Crossing
P80;00;0080 o"o
o°o°
Spoil Pile
Trenchline Barrier I
or Earthen Plug 3
0
,A
;s) i
0
0
kn
)°"o°"o°"o"o"°o"
ooo°oo°
°o°o°o°o°o°
?°o°o°o°o°o°
X00000000000
X00000000000
°o°_o°o°o°o-
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
-Rock Silt Screen
T- `1
-- =M
INTERMITTENT CHANNEL, -? --*0
EVALUATION FORM
ACTION ID APPLICANTNAME Y1eAWwlt WAbM k Glgy DATE 91 Fcb• 1.001
PROPOSED CHANNEL WORK (i.e., culvert, relocation,, etc.) 'yey "-%6NgA,/ b?P' %V%1? WkykhM
WATERBODWRIVER BASIN S zCGmw-)VA COUNTY/CITY COQ Aw) A
RECENT WEATHER CONDITIONS Y10 YAIV? I(?`/IDV1S tVVee daU,•
Does Channel Appear On A Quad Or Soils Map? Y /® Approx. Draina;e Area: * on l11yGhYMM'
rlrrnlrruruularnlunlrrrn; murrlarurrrlrrn/arlulrnrrrlrur, nrrrrrnlrrrrrrrlurarrrrlrnlnarnrr/lrrnrraunnranrnrnanrc?rrnrnnrurnrnnlurlurrrprrrr; mrr/nrnarlnrnnlrrn: ;; r?
Determination:
K erennial Channel (stop) Important Channel: LF PROJECT MGR. Initials
P
Intermittent Channel (proceed) P, Unimportant Channel: LF
Ephemeral Channel (no jd) (attach map indicating location of importantiunirr. channel)
Ditch Through Upland (no jd)
i
Evalumor's Si;nnture:
(if other than C.O.E. project mana^_cr)
i: :i!!lil;"Yl!rl;lG?'1,!l,'h?;;lll';rllllrlllllll.?rl;llllllGli!ll.;ll.'li:;lllllllll;'llllllllllllllllll/Ill;ri;;l;illlll;ll,Nlrllrllr;il;;.';;!;!;'r1'.'Cl;ll,Vll,'l'lli;::Y:,'? .';':,'lll(lil/'ll.!;!rir;l!r.'l.'?:;:;::.
Important To Domestic Water Supply? Y/0
Hickory - 16" Transmission
Stream Crossing T-7 - Wet Ditch Method (A)
Description: Tributary to Clark Creek
Stream Width - 2'
Stream Depth - 1'
Water Depth - 5"
Right-of-way Line
Spoil Pile
Pipe Trench
0
0°-00°-00°-00°-00°-o0
o°o°o°o°o°o
00000000000
00000000000
00000000000
Stream
T
Temporary Equipment
Crossing
Gravel u u u
Construction
Entrance 0 0 0 0 0
0°0°0°0°0°
Spoil Pile
Trenchline Barrier I
or Earthen Plug 3
4;
0
s) r
0
0
I"o"o"o"o?o-
°o°o°o°o°o°
I°o°o°o°o°o°
°o°o°o°o°o°
°o°o°0°0°0°
°0°0°0°0°0°
°000°000°_00
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
-Rock Silt Screen
T) - -1.4. _4r -- T :__ I
INTERMITTENT CHANNEL
EVALUATION FORM
ACTION ID APPLICANT NAME YleAW oYr WAbVAk G1A5 DATE '19 Feb. 2001
PROPOSED CHANNEL WORK (i.c., culvert, relocation, etc.) ?PNpGY?t(M.l/I ? bi brie %V6,V 1110khM
NVATERBODY/RIVER BASIN se&frn 6 "'1- I l .Ak-AwyA COUNTY/CITY CA?iW'VA
RECENT WEATHER CONDITIONS Y1p YAlvt D?&yjO%A5 tn?ee alAU4 -
Does Channel Appear On A Quad Or Soils Map? Y 16 Approx. Drainage Area: riGIr on UW4iA4;,kwp
Illlllllllll!llllll!lllllllll!Ill. ll/l/Ill!lllllllllllllllll!lllll!llllllf!!l!ll/Illllll!l1/llllllllllllllll/llllllll1/11/lllllllllllll!ll!lllllllll/1!1/1/l!lllillllllllllllllllll,'lllllllll!llll!/llllllllllllllillllll;`ll.?
Determination:
Perennial Channel
Intermittent Channel
Ephemeral Channel
Ditch Through Upland
(stop) Important Channel: LF PROJECT MGR. Initials
(proceed) Unimportant Channel: LF
(no jd) (attach map indicating location of importantiunimporam channel)
1
(no jd)
Evalua(or's Si;naturc:
(if other than C.O.E. project mana;crl
lil ,."! 'llI/il l' /,,,rill/!"//N'!il!/Ill/llll!lllll%l'1/i'll'li/llllllll!l.'!Illilllllllllll/Illlll'li"l/illlll!Illllllll!lll!!11.9;!i!;';'l,'.';:'l;ll1lll'l'l11;11111l/lil.!%!iil'l!Ill,'1:;.7:: .
Important To Domestic Water Supplv? Y/0
Hickory - 16" Transmission
Stream Crossing T-8 - Wet Ditch Method (A)
Description: Tributary to Clark Creek
Stream Width - 1'
Stream Depth - 1'
Water Depth - 4"
Right-of-way Line
Spoil Pile
Pipe Trench
Pipeline
00000000000
00000000000
00000000000
00000000000
0 0 0 0 0 0
0 0 0 0 0
00000000000
Gravel
Construction
Entrance
Stream
T
Spoil Pile
Trenchline Barrier
or Earthen Plug 3
4?
A0
Culvert(s)
0
0
Temporary Equipment
Crossing
8080;0;0-0
0000000000
0°0°0°0°0°
-
?"o"0"0°-0°-0°
g°o°0°000
°0°0°0°0°0°
°0°0°0°0°0°
°0°0°0°0°0°
°o°o°0°°0°
°0°0°0° 00.00°_
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
Rock Silt Screen
9
INTERMITTENT CHANNEL ?-?
EVALUATION FORM
ACTION ID APPLICANT NAME YIedWwAt WAMYAk G1afa DATE '4 Ftb• 1001
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.) p&y-rty :ibWL#W bl \AY1e %h5ViI11A-1M
\VATERBODYlRIVER BASIN ele-&klvn (D'3? COCfDINI/A COUNTY/CITY CA}'AWVA
RECENT WEATHER CONDITIONS Y1D Ya?v% D?PNIOVIS %vee da144
Does Channel Appear On A Quad Or Soils Map? ©/ N Approx. Drainage Area: 460 otwes
ll/lllllll!llI lIll!ll1/llllll!lll. l!lI l!lllllllllllll!lllllllllll!!111 /lll!I l/Il; llllllllll lllllll!l!ll/llllll l!llll!lllli l/Illlllllllllllllllllll/lll!Il!l1 /Uii!ll/I!!!l1 /llIl/ll,'lIl/!lI/l; ; rrlu rrm rru a rrn n r r c. ,: ,:
Determination:
Perennial Channel (stop) Important Channel: LF PROJECT NIGR. Initials
_ Intermittent Channel (proceed) R Unimportant Channel: LF
III Ephemeral Channel (no id) (attach map indicating location of importantiunimrorant channel)
Ditch Through Upland (no jd)
Evaluator's Signature:
(if other than C.O.E. prof: t r ,_rl
Important To Domestic Water Supply? Y /©
Hickory - 16" Transmission
Stream Crossing T-9 - Wet Ditch Method (A)
Description: Tributary to Clark Creek
Stream Width - 3'
Stream Depth - 2'
Water Depth - 6"
Right-of-way Line
Stream
Spoil Pile
Pipe Trench
o
0°"0°0"00°-00°-0°-o
00000000 o o
000
0 0 0 0 0 0
00000000000
00000000000
o-o-o_o - o_o
Gravel
Construction
Entrance
Spoil Pile
Trenchline Barrier I
or Earthen Plug 3
0
Culvert(s) a?
0
0
Temporary Equipment
Crossing
-0-0..0..0-0
0°0°0°0°0°
> °?o"o-o-o-o-
>°0°0 °°0°0°0°
0 0 ° 0 0 0° 0° 0°
00
00
>°00°000°0°°000°
>°o°o-000 0 _o°o°
Rip Rap Base
& #57 Stone
Over Layer
Silt Fence
Rock Silt Screen
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