20080889 Ver 2_401 Application_20081008

Oaker
Michael Baker Engineering, Inc.
8000 Regency Parkway, Suite 200
Cary, North Carolina 27511
Phone: [phone]
Fax: [phone]
Letter of Transmittal
To: Division of Water Quality - 401 /Wetlands
Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Attn: Ian Mcmillan
PRO
1rci?k vlk,IEFQUAU1Y
WETLA;?CS A^'!O STORMAIATER BR NC3
Project
No:
Project:
Date:
Baker Project #114335
Steele's Mill Dam Removal Project
Richmond County
October 16, 2008
We are forwarding the following: ® Attached ? Under Separate Cover ? Other
DWG. NO. NO. COPIES TITLE OR DESCRIPTION COMMENTS
5 PCN Application and associated support materials (re-
submit)
THESE ARE TRANSMITTED as checked below:
? As requested ? No exception taken
® For review and comment ? Rejected - See remarks
? For your information ? Proceed subject to corrections noted
® Revise and resubmit
? Submit specified items
? Other
GENERAL COMMENTS:
Enclosed is a copy of the updated PCN application for the Steele's Mill Dam
Removal Project. This PCN addresses comments received by USACE and
NCDWQ. Please call me if you have any questions or need additional
information. Kevin Tweedy [phone]
cc: file; Jeff Bruton
By: Kevin Tweedy, PE
Title: Proiect Manaaer
Page: 1 of 1
Challenge
Office Use Only: Form Version March 08
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27 and WQC# 3689
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
n,D
II. Applicant Information
1. Owner/Applicant Information
D - rAiF QUPl,1}
Name: Mr. Monty Crump -City Manager, City of Rockingham Nu
Mailing Address: 514 Rockingham Road M ?F'3s nn? c ., r
Rockingham, North Carolina 28379
Telephone Number: 910-997-5547 Fax Number: 910-997-6617
E-mail Address: monty(a)gorockingham.com
2. Agent/Consultant 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: Mr. Kevin Tweedy
Company Affiliation: Baker En ing eerina
Mailing Address: 8000 Regency Parkway Suite 200
Cary North Carolina 27518
Telephone Number: 919-463-5488 Fax Number: 919-463-5490
E-mail Address: ktweedyambakercorp.com
Page 5 of 15
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: Steele's Mill Dam Removal
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 745201165178
4. Location
County: Richmond Nearest Town: Cordova
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): Take 74 N to Galestown
Road exit. Make a left onto Galestown Road. Galestown Road will turn into Zion Church
Road. Hitchcock Creek is located east of the intersection of Galestown Road and Zion
Church Road. Follow Hitchcock Creek upstream for approximately 0.10 miles
(approximately 550 ft.). A general vicinity map and location map is provided in Figure 1
5. Site coordinates (Lat/Long or decimal degrees): 31.91954 " N -79.82882 °E
(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. Property size (acres): 22.94
7. Name of nearest receiving body of water:_ Hitchcock Creek, a tributary of the Pee Dee River
8. River Basin: Yadkin
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Steele's Mill Dam is located within Hitchcock Creek and
Page 6 of 15
consists of a 100 ft. x 15 ft. stone dam with abutments on the southern and northern sides.
The Dam Rates have been open for several years and a 20 ft. wide channel above the dam has
formed and the surrounding streambanks of the former impoundment have stabilized and
become covered with dense vegetation. The project site is bound to the north by CSX
Railroad and to the west by Ledbetter Road. To the south is the Laurel Hill Paper Company
and to the east is an undeveloped area. Land use surrounding the project site is mainly rural
and agricultural. The town of Cordova includes residential and industrial areas. No
residences are located in the immediate vicinity of the Steele's Millpond Dam. The area to
the north of the site is currently zoned as "Rural Residential" and the area to the south of the
site is zoned "Village Residential." A photographic record of the site is attached as Appendix
A.
10. Describe the overall project in detail, including the type of equipment to be used: Only
Phase I permits are requested in this application. Phase I includes the removal of the dam
to bedrock elevations, ensuring the integrity of the structure at the project site and providing
for remnants of the dam to remain for historical purposes. As part of the demolition
boulders extracted from the dam will be placed along the stream bank to provide additional
scour protection. Phase II will be developed and permitted under a separate application. The
Phase II approach has been included at the request of USACE and includes an adaptive
approach to the in-stream restoration of Hitchcock Creek through further design
enhancements to allow for the passage of fish species following the dam removal process -
after morphological changes to the channel have stabilized. The project is separated into two
phases because the design of Phase II will be dependent on the conditions of the stream bed
following Phase I. A separate permit application will be submitted at a later date for
Phase II of this project.
Phase I of the dam removal project involves partial removal of the stone dam to bedrock
elevations using a rectangular cut approximately 15 feet high at the dam and 88 feet wide
The sluice gate structure at the northern end of the dam is approximately 30 feet high and is
composed of a concrete frame and a wood and metal gate. This structure will also be
removed as part of Phase I. The cut will be flush with a retaining wall located along the
northern stream bank. The sluice gate is being removed to minimize future shear stress
levels across the width of the channel.
Phase I includes the demolition of approximately 610 cubic yards (CY) of stone and
concrete, leavin an opening 88 feet wide at the base of the dam after removal As part of
the demolition, approximately 110 feet of stream bank and/or structures will be stabilized;
boulders extracted from the dam (approximately 285 CY of stone) will be placed along the
streambank and along adjacent remaining structures to provide stabilization Approximately
128 feet of stabilization material will be placed along the right streambank and
approximately 86 feet of stabilization material will be placed along the left streambank
(looking downstream). Because the quantity of sediment that has accumulated behind the
dam is minimal (approximately 370 CY) the sediment will not be removed prior to removal
of the dam, but will be flushed downstream during the dam removal process However, the
removal of the dam will be gradual and completed during periods of low flow, thus allowing
for small pulses of sediment to flow downstream instead of releasing a large sediment
Page 7 of 15
plume. The Channel bed consists mostly of bedrock around the dam. The bedrock will
prevent upstream headcutting of the channel thereby reducing stabilization issues that would
have been caused by further down cutting of the channel.
For Phase I construction, there is no immediate access road to the project site from the
adjacent land due to the steep surrounding slopes. All access to the project site, including
construction equipment, will be in-stream, moving upstream a distance of approximately
247feet. If possible, construction equipment may use the mid-channel bar to move
equipment upstream to the dam in order to minimize stream disturbance (Figure 3).
Proposed construction equipment includes an excavator with either a hammer or grapple
attachment and a dump truck. The dump truck will be kept at a staging area near the access
road. The excavator will travel from the access road (point) and upstream to the project site.
Rubble from the dam demolition will be placed along both streambanks immediately
upstream of the dam (approximately 30 feet, maximum) for scour protection.
The dam will be removed during low flow conditions. If practical, demolition will occur
from 15 October through 15 March; however, if demolition activities are scheduled prior to
this period, demolition will be scheduled as close to October 15 as practical. Construction
activities during this time will minimize impacts to aquatic species. In addition, it is safer to
remove the dam during low flow conditions. Figure 4.1 depicts the topography of the area
and the plan view of the project.
11. Explain the purpose of the proposed work: The NOAA Restoration Center provides direct
project support to locally driven fisheries habitat restoration projects. The purpose for the
proposed action is to restore Hitchcock Creek to a free-flowing stream, allowing passage of
diadromous fish species from the Pee Dee River to upstream of the existing dam, which is
the first impoundment of Hitchcock Creek. The dam removal would open access to
approximately 15 miles of riverine habitat in Hitchcock Creek and its tributaries. Mi ram
to and from spawning habitats is currently blocked by the dam for aquatic species. In
addition, Atlantic stur eg on (Acipenser oxyrinchus) and the federally endangered shortnose
sturgeon Acipenser brevirostrum) have been sighted in the Pee Dee River and could
potentially use the Hitchcock Creek as habitat. Additional needs of the project area include
improving water quality conditions and ecological integrity of the watershed system.
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
Page 8 of 15
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Proposed Phase II includes an adaptive approach to the in-stream restoration of Hitchcock Creek
through further design enhancements to allow for the passage of fish species following the dam
removal process - after morphological changes to the channel have stabilized. The design of
Phase II will be dependent on the conditions of the streambed following Phase I and will be
implemented only if both post-removal conditions indicate the streambed elevations are still
insufficient for fish passage and if funding is available. If implemented Phase II could include
the design and construction of a rock ramp or step pools using off-site stone/materials to
facilitate flow conditions conductive for fish passage. If implemented a subsequent permit
application will be submitted at a later date for Phase II of this project.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
1. Provide a written description of the proposed impacts: There would be temporary aquatic
impacts from movement of construction equipment in the stream from the access point to the
dam. Impacts are not expected for the temporary Stream crossing which will be located at an
existing riffle. There would be temporary increases in turbidity during demolition of the dam
and some loss of sediment upstream of the dam The construction period is expected to last
no more than 2 months. There would be permanent fill of 0.020 acres of stream and
wetlands for bank stabilization. Debris from the dam removal would be used for fill
There would be a permanent beneficial impact to the stream and river basin by restoring
access for diadromous fish to approximately 15 miles of Hitchcock Creek /upstream
tributaries.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senarately list imnacts rlne to hnth ctnu-tim- nnrl flnnrlinn
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
C * Permanent Herbaceous Yes 0 0.002
Page 9 of 15
D * Temporary Herbaceous Yes 0 0.006
Total Wetland Impact (acres) .008
* See Figure 4.1 for impact areas.
3. List the total acreage (estimated) of all existing wetlands on the property: 0.008
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage. multiply length X width. then divide by 43.560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
A * Hitchcock Creek Permanent Perennial --- 81 0.02
B * Hitchcock Creek Temporary Perennial --- 247 0.17

Total Stream Impact (by length and acreage) 328 0.19
* See Figure 4.1 for impact areas
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredging. flooding. drainage. bulkheads. etc_
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
NONE

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resultine from the Droiect:
Stream Impact (acres : 0.19
Wetland Impact acres : 0.008
Open Water Impact acres : ---
Total Impact to Waters of the U.S. acres 0.20
Page 10 of 15
Total Stream Impact linear feet : 328
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation - The project does not include 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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 purpose of this project is
to restore Hitchcock Creek to a free-flowing stream to allow the passage of diadromous fish
species. Removing the dam will open access to approximately 15 miles of riverine habitat in
Hitchcock Creek and its tributaries resulting in a net increase in aquatic resource functions and
values in the project area and Yadkin-Pee Dee River Basin
Impacts to water quality will be minimized by the gradual removal of the dam The removal of
the dam will be completed during periods of low flow, thus allowing for small pulses of
sediment to flow downstream. Therefore several acute and high levels of total suspended solids
(TSS) and turbidity would occur instead of one longer sediment release The project will be
completed durine low flow conditions Construction activities during this time will minimize
impacts to aquatic species.
The lone-term environmental benefit to fisheries from the removal of the Steele's Mill Dam far
outweighs any short-term impacts from re-suspended sediment that will occur during demolition
of the dam. The approximate 15 miles of restored habitat is expected to transform the existing
reservoir and creek reach into a more natural creek and riparian habitat suitable for fish species
Page 11 of 15
including Federally and State listed species. As stated above, the dam will be removed during
low flow conditions to reduce adverse impacts to the aquatic environment.
The total wetland and stream impacts for the Steele's Mill Dam project have been minimized to
the extent practicable. There are no feasible alternatives to avoid the wetland and streams that
have not been considered. Access to the project site from the closest road is through the stream
channel. This is the only viable route due to the steep slopes that surround the project area.
Construction techniques to be followed during removal of the dam include confined ingress and
egress to the same path/alignment each time the equipment is moved through the stream.
Complete avoidance of effects to Steele's Mill Dam, a historic resource, would not be possible in
order to provide fish passage. To minimize adverse effects to historic resources, the powerhouse
structure and retaining walls will remain in place and a historic marker will potentially be erected
documenting historic information about Steele's Mill Dam. In addition, The State of North
Carolina will continue to work with the State Historic Preservation Office (SHPO) to ensure
preservation of the historical significance of the site.
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 January 15, 2002, 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 NCEEP 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
ham://h2o.enr.state.nc.us/ncwetlands/strm2ide.htmi.
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,
Page 12 of 15
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.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. 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 ?
3. 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 (required by DWQ)
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.
Page 13 of 15
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", 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 Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A - the project does not include the addition of
impervious areas.
XII. Sewage Disposal (required by DWQ)
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 - wastewater will not be generated from the proposed project
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Page 14 of 15
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Dam removal project will not result in additional development.
XV. 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).

Applicant/Aggiit's Signature , Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 15 of 15
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Steele's Mill
Dam Removal
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Richmond County, NC
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ocking Steele's Mill Dam Removal
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Feet Dam Removal Locations
Richmond County, NC
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Appendix B - Environmental Assessment
Information
e?9AW
North Carolina
Department of Administration
Michael F. Easley, Governor Britt Cobb, Secretary
May 2, 2007
Mr. John Sutherland
NCDENR
Division of Water Resources
1611 Mail Service Center
Raleigh, NC 27699
Dear Mr. Sutherland:
Re: SCH File # 07-E-0000-0310; EA/FONSI; On behalf of NOAA is preparing NEPA
documentation for the removal of the Steele's Mill Dam in Rockingham, North Carolina
The above referenced environmental impact information has been submitted to the State Clearinghouse
under the provisions of the National Environmental Policy Act. According to G. S. 113A-10, when a
state agency is required to prepare an environmental document under the provisions of federal law, the
environmental document meets the provisions of the State Environmental Policy Act. Attached to this
letter for your consideration are the comments made by agencies in the course of this review.
If any further environmental review documents are prepared for this project, they should be forwarded to
this office for intergovernmental review.
Should you have any questions, please do not hesitate to call.
Sincerely,
Ms. Chrys Baggett
Environmental Policy Act Coordinator
Attachments
cc: Region N
MAY 3 2001
DNISM OF WATER RESOURCES
Mailing Address. Telephone: [phone] Location Address.
1301 Mail Service Center Fax [phone] West Jones Street
Raleigh, NC 27699-1301 State Courier #51.01.00 Raleigh, North Carolina
e-mail Chrys.Baggett©ncmail.net
An Equal Opportunity/Affirmative Action Employer
ALTV ?
24
WDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
MEMORANDUM
TO: Chrys Baggett
State Clearinghouse
FROM: Melba McGee
Environmental Review Coordinator
16- .6 -
William G. Ross Jr., Secretary
SUBJECT: 07-0310 EA for Steele's Mill Dam Removal, Hitchcock Creek,
Richmond County
DATE: April 24, 2007
The Department of Environment and Natural Resources has reviewed the
proposed information. The attached comments are for the applicant's
information.
Thank you for the opportunity to review.
Attachments
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] FAX: [phone] Internet: www.enr.state.nc.us/ENR/
An Equal Opportunity I Affirmative Action Em*yer • 50 % Recycled 110 % Post Consumer Paper
t Carolina
urali<r?
u
North Carolina Wildlife Resources Commission C=
Richard B. Hamilton, Executive Director
MEMORANDUM -A =?
4AP
TO: Melba McGee, Environmental Coordinator -0 ??1
+ Off We and Intergovernmental Affairs
FROM: Sheri L. Bryant, Pi ont Region Coordinator
Habitat Conservation Program rj
cl?
DATE: 20 April 2007 l
SUBJECT:. Final Environmental Assessment for Steele's Mill Dam Removal, Hitchcock Creek,
Richmond County, North Carolina, DENR Project No. 07-0310
Biology with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject document and we are Familiar with the habitat values of the area. Our continents are provided in
accordance with provisions of the North Carolina Environmental Policy Act (G.S. 113A-1 through 113A-
10; 1 NCAC 25), fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.),
and North Carolina General Statutes (G.S. 113-131 et seq.).
The National Oceanic and heric Administration Restoration Center proposes to remove
the Steele's Mill dam. The damis local on Hitchcock Creek approximately two miles upstream of the
confluence pf the Pee Dec River. Phase I involves partial removal of the dam to bedrock elevations and
no blasting will be required to remove the dam structure. Phase II, if needed, includes design and
corstructioa of in-stream enhancement structures for fish passage such as a rock ramp or step pools.
Phase 11 will be implemented if after dam removal the stream bed elevations are still insufficient for fish
passage and finding is available.
The dam inhibits upstream fish passage for diadromous species such as American shad (Alosa
sapi'disshna), hickory shad (Alosa nrediocris), striped bass (Moron saxatilis), Atlantic sturgeon
(AcOmer oxyrkynchus), shore m sturgeon (Acipenser brevirostrumn and American eel (Anguilla
rostrat4 There are records for the federal species of concern and state endangered Carolina creekshell
Q71k sa vaugkaWana), the state threatened Carolina fatmucket (Lampsilis radiata conspicua) and Eastern
pondmussel (Ligrmria nanda) downstream of Steele's Mill dam Additionally, there are records for the
federal species of concern and stage endangered yellow lampmussel (Lampsilis cariosa); the federal
species ofcgpcern and state significantly rare robust redhorse (Moxostoma robustum) and Carolina
redhorse (Mwwfama sp.); and the state threatened Eastern pondmussel (Ligumia nasuta), Eastern
lampmussel (Lampsilis radiata), Roanoke slabshell (Elliptio roanokensis), and creeper (Strophitus
wrduhuw) in the Pee Dee River.
Mailing A*bus: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telepbonef [phone] - Fax: [phone]
E'd 929L'6*1*'9EE JueRJg TJeyS e8c:80 Lo 02 Jdu

Page 2
20 April 2007 .
EA - Stv46's Mill Dam Removal
DENR Project No.07-0310
The proposed project will result in many benefits to aquatic resources in Hitchcock Creek and the
Pee-Dee River. We appreciate the initiative each agency has taken in pursuing the removal of this dam.
We will concur with the project. Although we recommend instream activities are performed between 15
October and 15 March, as detailed in our correspondence of 23 August 2006, timing instream activities to
begin 0s close as'possible to 15 October and completing these activities as soon as possible is preferable.
v
Thank you for the opportunity to provide input in the planning stages for this project. If we can
be of further sAistance, please contact our office at [phone].
cc: Mike Wicker, FWS
Sarah McRae, NHP
Ryan Heise, WRC
Lawrence Dorsey, WRC
Todd Ewing. WRC
. m

;-d Saft16ip IF 'see %ueRJg gays e6E:60 Lo 02 add
State of North Carolina
Department of Environment and Natural Resources Reviewing Office:
INTERGOVERNMENTAL REVIEW - PROJECT COMMENTS ProjectNumber.O 7-a3 h:> Due Date:
After review of this project it has been determined that the ENR permit(s) and/or approvals indicated may need to be obtained in order for this project to comply with North
Carolina Law. Questions regarding these permits should be addressed to the Regional Office indicated on the reverse of the form. All applications, information and guidelines
relative to these plans and permits sic available from the same Regional Office.

Normal Process Time
PERMITS SPECIAL APPLICATION PROCEDURES or REQUIREMENTS (statutory time limit)

? Permit to construct & operate wastewater treatment
facilities, sewer system extensions & sewer systems
Application 90 days before begin construction or award of construction
30 days
not discharging into state surface water. contracts. On-site inspection. Post-application technical conference usual. (90 days)
NPDES - permit to discharge into surface water and/or Application 180 days before begin activity. On-site inspection. Pre-applicadon
? permit to operate and construct wastewater facilities conference usual. Additionally, obtain permit to construct wastewater 90.120 days
discharging into state surface watess. treatment facility-granted after NPDES. Reply time, 30 days after receipt of (N/A)
plans or issue of NPDES permit-whichever is later.
? Water Use Permit Pre-application technical conference usually necessary 30 days
(N/A)
? Well Construction Permit Complete application must be received and permit issued prior to the 7 days
installation of a well. (I5 days)
Application copy must be served on each adjacent riparian property owner.
? Dredge and Fill Permit On-site inspection. Pre-application conference usual. Filling may require SS days
Easement to Fill from N.C. Department of Administration and Federal (90 days)
Dredge and Fill Permit
Permit to construct & operate Air Pollution Abatement
Q facilities and/or Emission Sources as per 15 A NCAC N/A 60 days
(2Q.0100, 2Q.0300, 2H.0600)
Any open burning associated with subject proposal
must be in compliance with 15 A NCAC 20.1900
Demolition or renovations ofstntcttnes containing
asbestos material must be in compliance with IS A
? NCAC 20.1110 (a) (1) which requires notification and N/A 60 days
removal prior to demolition. Contact Asbestos Control (90 days)
Group 919-707-5950.
? Complex Source Permit required under 15 A NCAC
2D.0800
The Sedimenation Pollution Control Act of 1973 must be properly addressed Ibr any land disturbing activity. An erosion &
sedimentation control plan will be required if one or more acres to be disturbed. Plan filed with proper Regional Office (Land Quality 20 days
Section) At lean 30 days before beginning activity. A fee o1S30 for the fast acre and $2000 for each additional acre or part must (30 days)
accompany the plan.
? The Sedimentadon Pollution control Act of 1973 must be addressed with respect to the referenced Local Ordinance. (30 days)
t
On-Mte inspection usual. Surety bond filed with ENR Bond amount varies
? Mining Permit with type mine and number of acres of affected land. Any arc mined greater 30 days
than one acre must be permitted The appropriate bond must be received (60 days)
before the permit an be issued.
? North Carolina Burning permit On-site inspection by N.C. Division Forest Resources ifpetmit exceeds 4 days I day
(WA)

? Special Ground Clearance Burning Permit - 22 On-sile inspection by N.C. Division Forest Resources required 'if more than
0 1 day
counties in coastal N.C. with organic soils ve acres of ground clearing activities ere involved Inspections should be (N/A)
requested at least ten days before equal bum is planned'
? it Refining Facilities N/A 90-120 days
(N/A)
If permit required, application 60 days before begin construdion. Applicant
must hire N.C. qualified engineer to: prepare plans, inspect construction.
certify construction is According to ENR approved plans. May also require
Dam Safety Permit permit tinder mosquito control program. And a 404 permit ftom Corps of 30 days
Enginam. An inspection of site is necessary to verify Hazard Classification. A (60 days)
minimum fee of $200.00 must accompany the application An additional
processing fee based on a percentage or the total project cost will be required
upon completion.
Normal Process Time
(statutory time limit)
PERMITS SPECIAL APPLICATION PROCEDURES or REQUIREMENTS
File surety bond ofS5,000 with ENR naming to State of NC conditional that 10 days
? Permit to drill exploratory oil or gas well any well opened by drill operator shall, upon abandonment, be plugged
N/A
according to ENR rules and regulations.
? Geophysical Exploration Permit Application filed with ENR at lean 10 days prior to issue of permit. 10 days
Application by letter. No standard application forth. N/A
Application fees based on structure sim is charged. Must include descriptions
15-20 days
? State Lakes Commuction Permit & drawings of structtue & proof of ownership of riparian N/A
property.
401 Water Quality Certification N/A 60 days
l30 days)
? CAMA Permit for MAJOR development 5250.00 fee must accompany application 55 days
(150 days)
U CAMA Permit for MINOR development S50.00 fee must accompany application 22 days
(zs den)
Several geodetic monuments are located in or near the project area. If any monument needs to be moved or destroyed, please notify.
? N.C. Geodetic Survey, Box 27697 Raleigh, NC 27611
? Abandonment of any wells, if required must be in accordance with Title 1 SA. Subchapter 2C.0100.
? Notification of the proper regional office is requested if "orphan" underground storage tanks (LISTS) are discovered during any excavation operation.
? Compliance with ISA NCAC 2H 1000 (Coastal Stormwater Rules) is required 4S days
(N/A)
? Tar Pamlico or Nouse Riparian Buffer Ruler required
t Other continents (attach additional pages as necessary, being certain to cite comment authority)

APR 2007

C30 IV

L1
Oft

f L

REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office marked below.
? Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
(82 ) 29611500
ayetteville Regional Office
5 North Green Street, Suite 714
Fayetteville, NC 28301-5043
[phone]
? Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
[phone]
? Raleigh Regional Office
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
[phone]
? Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
? Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
[phone]
? Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
NORTH CAROLINA STATE CLEARINGHOUSE
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
MR PHIL LETSINGER
CLEARINGHOUSE COORD
CC&PS - DEM, NFIP
MSC # 4716
RALEIGH NC
REVIEW DISTRIBUTION
CC&PS - DEM, NFIP
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CUL RESOURCES
DEPT OF TRANSPORTATION
LUMBER RIVER COG

STATE NUMER:07-E-0000-0310
DATE RECEIVED: 03/26/2007
AGENCY RESPONSE: 03/21/2007
REVIEW CLOSED: 03/26/2007
H06
PROJECT INFORMATION
APPLICANT: NCDENR
TYPE: National Environmental Policy Act
ERD: Environmental Assessment/Finding of No Significant Impact
DESC: On behalf of NOAA is preparing NEPA documentation for the removal of the Steele's
Mill Dam in Rockingham, North Carolina
CROSS-REFERENCE NUMBER: 06-E-0000-0203
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED:
NO COMMENT
COMMENTS ATT C ED
SIGNED BY: ?}--
DATE: ?? d
*` FNF o
?e rA?
North Carolina Department of Crime Control and Public Safety
Division of Emergency Management
Office of Geospatial & Technology Management
Michael F. Easley W1 5V +u ll Bryan E. Beatty
Governor ?r Secretary
. 4,
1N II-
April 10, 2007 r
Division of Emergency Management
National Flood Insurance Program
STATE NUMBER: 07-E-0000-0310
APPLICANT: North Carolina Department of Environment and Natural Resources
DESCRIPTION: Removal of the Steele's Mill Dam in Rockingham, Richmond County
Section 3.2.6.7 (Floodplains) of the Final Environmental Assessment Steele's Mill Dam
Removal, Hitchcock Creek, North Carolina states that "According to the Flood Insurance
Rate Maps published by Federal Emergency Management Agency (FEMA), the project
site is located in a special flood hazard area inundated by 100-year floods, also referred
to as the 100-year floodplain (FEMA 1989). The area along Hitchcock Creek is also
titled Zone A, meaning that there have been no base flood elevations determined along
Hitchcock Creek (Figure 3-6)." On November 15, 2006, FEMA and the North Carolina
Floodplain Mapping Program issued a preliminary Flood Insurance Rate Map (FIRM) for
the Yadkin River Basin portion of Richmond County that includes new flood hazard data
for Hitchcock Creek based on a limited detailed hydraulic study that includes a HEC-
RAS model. Base (100-year) Flood Elevations (BFEs) and the revised 100-year
floodplain boundary are shown on preliminary FIRM number 3710745200 J. The
floodplain is now identified as Zone AE. In the accompanying preliminary Flood
Insurance Study (FIS) report for Richmond County, Table 10 (Limited Detailed Flood
Hazard Data) provides BFEs and non-encroachment area widths at studied cross
sections along Hitchcock Creek. FEMA regulations require use of the BFE and non-
encroachment data provided on the preliminary FIRM and FIS as Best Available Data
by Richmond County in the enforcement of its Flood Damage Prevention Ordinance.
Since removal of the Steele's Mill Dam meets the National Flood Insurance Program
(NFIP) definition of development in a non-encroachment area, the proposed project
requires a floodplain development permit issued by the Richmond County Floodplain
Administrator. A condition for issuance of this permit will be either a valid No-Impact
study certified by a North Carolina licensed professional engineer or an approved
Conditional Letter of Map Revision (CLOMR) issued by FEMA.
MAILING ADDRESS: OFFICE LOCATION:
4713 Mail Service Center Disaster Recovery Operations Center
Raleigh, NC 27699-4713 1830-B Tillery Place
Raleigh, NC 27604
Fax: [phone] Telephone: [phone]
www.ncem.org
An Equal Opportunity/Affirmative Action Employer
Section 4.1.6.7 of the Steele's Mill Dam Removal environmental assessment states that
"Although a detailed floodplain analysis has not modeled [sic], major changes in the
100-year floodplain are not expected as a result of the Proposed Action." A detailed
floodplain analysis is required according to FEMA regulations to support either No-
Impact certification or an approved CLOW before the proposed project can be
permitted by Richmond County. The analysis is required to show the impact on BFEs,
100-year floodplain boundaries, and non-encroachment area widths upstream and
downstream of the dam location if the dam is removed. If BFEs, etc. are impacted, a
CLOW is required to show that BFEs are not increased on any existing structures.
Within six months after the project is completed, the agency responsible for the project
must submit an application for a Letter of Map Revision (LOMR) to FEMA and the
NCFMP to document the revised BFEs, 100-year floodplain boundaries, and non-
encroachment area widths so that the FIRM is kept up to date.
Please let me know if you 7; uestions about this.
_
Edward M. Curtis, P.E., CFM
Division of Emergency Management - NFIP
919-715-8000 extension 369
[e-mail]
Page 2
Ma. nag Man ty
er Crump
Ma
City ROCK (N G H A M
A CITY LOOK/NO PORWARO
July 7, 2008
Mr. Ralph Williams
Resource Institute, Inc.
2724 Henning Drive
Winston-Salem, NC 27106
Re: Steele's Mill Dam
Dear Mr. Williams:
Enclosed please find copy of Memo of Understanding between the City of Rockingham
and von Drehle Corporation whereby the City is granted authority to remove Steele's
Mill Dam, restore stream and permission for ingress and egress for accomplishment of
same.
If I can be of further assistance, please let me know.
qSinc
, Crump_
City Manager
MRC:th
Enclosure: 1
S74 Rockingham Road, Rockingham, NC 28379 - Phone [phone] -fax [phone] . www.gorockingham.com
RocKINGHAM
A C/TY LOOK/NO FORWARD
MEMO OF UNDERSTANDING
Re: Removal of Steele's Mill Dam
Between: City of Rockingham
(and)
von Drehle Corporation
Date: June 17, 2008
The City of Rockingham is hereby granted permission to remove Steele's Mill Dam and
restore Hitchcock Creek as per plans, specifications, and permits approved by the City
and the State of North Carolina.
Additionally, permission is granted to the City for ingress and egress on von Drehle
property for purposes of temporary construction required to remove dam and restore
stream.
In exchange for above referenced permission granted to the City of Rockingham by von
Drehle the City agrees to hold harmless von Drehle for all expenses and liability
associated with the removal of dam and stream restoration. The City further agrees to
leave all von Drehle property used for purposes of dam removal and stream restoration
in acceptable condition and to the satisfaction of von Drehle.
Monty R. Crump
City Manager '--Q tk-NA
i von Dr
von Drehle Corporation
514 Rockingham Road, Rockingham, NC 28379 • Phone [phone] - fax [phone] • wwrw.gorockingham.com
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