20030908 Ver 1_Other Documents_20030721 (2)

I
Michael F. Easley, Governor
October 7, 2003
Mr. Eric Alsmeyer
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Dear Mr. Alsmeyer
Subject: Project: US 70 Widening
TIP#: R-2911 E
County: Rowan County
Eco-Region: Central Piedmont
William G. Ross Jr., Secretary
KSUNDS/401 GROUR
OC r 1 0 2003
WATER oa"S
The purpose of this letter is to confirm that the North Carolina State Property Office has obtained
and is in possession of an option (copy attached) to purchase the Haw River State Park/Phillips
Site which is the source of the compensatory mitigation for the subject project. The SPO file
number is 41-AAAAAC. Funding for the purchase was previously approved by the NC Board of
Transportation on September 11, 2003.
If you have any questions or need additional information, please contact David Robinson
at 919-715-2228 or [e-mail].
Sincerely,
Attachment
William D. Gilmore, P.E.
Transition Manager
cc: Xhil Harris, Office of Natural Environment, NCDOT
John Dorney, Division of Water Quality, Wetlands/401 Unit
File: R-2911 E
AF-KWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Ecosystem Enhancement
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] \ FAX: [phone]
An Equal Opportunity \ Affirmative Action Employer
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STATE OF NORTH CAROLINA
COUNT..11S OF ROCKINGHAM AND GUILFORD
OPTION AGREEMENT
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r
THIS OPTION AGREEMENT, hereinafter referred to as Option, made and entered into
this a/"°?day of 2003, by and between Robert Lewis Phillips, Jr. as a#a,
a d Eric McKee Phillips m6 wAfe, i hereinafter
referred to as the Seller, and the State of North Carolina, and its successors and assigns,
hereinafter referred to as the State.
WITNESS
In consideration of $10.00 and other good and valuable consideration, the receipt and
adequacy of which is hereby acknowledged, and. of the agreements contained in this
Option, Seller hereby grants to the State, and its successors and assigns, the exclusive
right and option to purchase all of that certain tract or parcel of land, including all
buildings and improvements, located. in Rockingham and. Guilford Counties, North
Carolina, containing_ acres, more or less, and which is more particularly described
as follows;
Being approximate _7S- acre tract or parcel of, land identified, as a portion
of that land recorded in Deed Book 802, Page 2267, Rockingham County
Registry,
The following terms, provisions, and conditions are further agreeeed P'e-
I. OPTION PERIOD. This option shall remain in effect X. date that this Option
has been executed by the Seller until 64 K- 1 3„This Option shall be
exercised upon posting, by certified mail, a written notice to the Seller at the
following address: 102 Conference Center Drive, Browns Summit, NC 27214-9300..
Exercise shall be deemed timely if such written notice is mailed on or before the date
first set :Forth in this paragraph..
PURCHASE PRICE. The total purchase price for the Property shall, be the s of
T? a1 1JA6d%d&4 Dollars b per acre.
CLOSING. A. closing of the sale of this property under this Option. shall be held
within 45 days of the exercise of this Option.; provided, however, in the event of
objections to title or condition of land at closing, and diligent efforts on Seller's part
to cure said objections, a closing shall be held within. a. reasonable time following the
removal of said objections.
4, FVTDENCE OF TITLE. Upon exercise of this Option, the State will have title to
the property examined, and if applicable, obtain a preliminary title insurance
commitment on the Property. The title examination and/or commitment must

evidence the Seller's ability to deliver title at closing as set forth below. All costs
necessary to procure the title examination and, if applicable, the title commitment and
final title insurance policy to be issued at closing, shall be the responsibility of the
State_
S. TITLE. At closing, the Seller shall convey good, insurable and marketable title to
the property together with all rights belonging to the Property, including insurable
legal access (if any), all mineral rights and all water rights, to the State in fee simple,
free and clear of all liens, encumbrances, restrictions, rights, or exceptions except
those of record that are acceptable to the State.
6. TITLE DEFECTS. If for any reason the Seller cannot deliver title at closing as
required by Paragraph 5 of this Option, the State may elect to a) accept the Property
with title as is; b) refuse to accept the Property; or c) allow the Seller additional time
to pursue reasonable efforts to correct the problem, including bringing any necessary
quiet title actions or other lawsuits.
7. FIXTURES. Unless otherwise agreed to in writing, all trees, shrubbery and plants
and all fixtures attached to the land or improvements, including, but not limited to,
plumbing, heating, lighting fixtures, and all existing appurtenances, are included in
this sale, and shall, upon closing be considered the property of the State, and its
successors and assigns. The Seller hereby warrants and represents that Seller is the
lawful owner of said fixtures and appurtenances, and that said fixtures are free and
clear of all liens and encumbrances.
8. DOCUMENTS FOR CLOSING. The Seller shall execute and deliver at closing a
General Warranty Deed, any owner's affidavits or documents required by a title
insurance company to remove the standard title policy exceptions, and any other
documents necessary to close in accordance with the terms of this Option. These
documents will be prepared at the expense of the State.
9. PROPERTY TAXES. Any delinquent real estate taxes and all levied assessments
are the Seller's responsibility and should be satisfied of record by the Seller at or
before closing, Any deferred taxes on the Property, which become due as a result of
this conveyance, shall be the responsibility of the Seller. Any real estate taxes for the
year in which the transaction is closed shall be prorated between Seller and State as
of the date of closing.
10. MISCELLANEOUS CLOSING EXPENSES. The Seller will pay any
documentary stamp tax, real estate transfer fee or any similar charge due upon
conveyance of title to the State. The State will pay recording fees,
1.1. POSSESSION. The Seller will deliver possession of the Property to the State at
closing subject to no leases, mortgages, liens or other reserved rights, and in the
condition set forth below in Paragraph 12.
1.2, CONDITION OF PROPERTY/ RTSK OF LOSS. The Seller shall not transfer or
encumber any interests in the Property prior to closing. The Seller shall remove all
- iii LUUJ 14. .Jw 717I JJ14.i1 :D14-"t I-'KUI-'tK I Y Urr 1C; PAGE 04

rubbish or trash including any hazardous or harmful chemical substances, from the
Property prior to closing but shall otherwise keep the Property in its current condition
until closing and shall prevent and refrain from any use of the Property, for any
purpose or in any manner, that would diminish its value or adversely affect the
State's intended use of the Property.
In the event of any adverse change in the condition of the Property, whether said
change is caused by Seller or by forces beyond Seller's control, the State may elect
to a.) refuse to accept the property; b) accept the Property, or a portion thereof, in
which case there may be an equitable adjustment of the purchase price based on a
change in circumstances; or c) require restoration of the Property to its condition at
the time this Option was granted.
13. RIGHT OF ENTRY AND INSPECTION. The State and its agents shall have the
right to enter upon the Property at reasonable times for surveying, conducting
environmental inspections and assessments to detect hazardous or toxic substances,
and other reasonable purposes related to this transaction. Based upon the results of,
the environmental inspections and assessments, or upon, other conditions revealed to
be unsuitable to the State, the State may elect to refuse to accept the Property.
l4, REMIEDIES. In addition to any other remedy specifically set forth in this Option,
the State has the right to enforce the provisions of this Option through an action for
specific perfonrance, injunctive relief, damages, contribution or any other available
proceedings in law or equity. The election of any one remedy available under this
Option shall not constitute a waiver of, any other available remedies.
15. BINDING EFFECT. This Option becomes effective when signed by the Seller and
shall then apply to and bind the Seller and Seller's heirs, executors, administrators,
successors, and assigns.
16. COMPLETE AGREEMENT. This Option constitutes the sole and complete
agreement between the parties and cannot be changed, except by written agreement.
No representation or promise not included in this Option shall be binding upon the
parties.
17. NO WAIVER No provision of the Option shall be deemed amended or waived
unless such amendment or waiver is set forth in a writing signed by the State. No act
or failure to act by the State shall be deemed a waiver of its rights hereunder, and no
waiver in any one circumstance or of any one provision shall be deemed a waiver in
other circumstances or of other provisions.
18, ASSiGNh1.ENT. The State has the right to assign this Option.. T.n the event of such
assignment, the assignee will have all the rights, powers, privileges and duties held by
the State pursuant to this Option.
-- -- v G r-r-wr-GK I Y ur r t(-; PAGE 05
1 0
IN TESTIMONY THEREOF, the parties have hereunto set their hands and seals, or if
corporate have caused. this instrument to be executed in their corporate names by their
duly authorized representatives as of the dates indicated below.
Seller
By: .--e --- 'g- //"-L ;1k obert Lewis B 0llips, Jr.
By:
BY.
Eric McKee Phillips
By:
STATE OFjM (' ,t?,Qi_?,
COUNTY OFc'-J'
I, ?• ... , a Notary
Public in and for the County and State
aforesaid, do hereby certi that
personally appeared before me this day and ftc? wle Sed the due execution f the
foregoing instrument for the purposes therein expressed. WITNESS my hand and
Notarial Seal this _ .21 AD' day of 20 a.
Not dry Public
My Commission Expires:
IYkv? ?S" o??dS
Michael F. Easley, Governor
Mr. Eric Alsmeyer
October 6, 2003
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Dear Mr. Alsmeyer
Subject: Project: US 70 Widening
TIP#: R-2911 E
A ?A
R C- D- E N R
North Carolina Department of Environment and Natural Resources
Division of Ecosystem Enhancement
County: Rowan County
Eco-Region: Central Piedmont
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The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP)
proposes to provide stream restoration and preservation as compensatory mitigation for the
unavoidable wetland impacts of the subject project in the following manner:
Impacts in CU 03040103 (Yadkin) = 196.8 ft.
Mitigation: Preservation (10:1) in same eco-region 1,968 ft
at Haw River St. Pk./Phillips Site (Guilford Co.) 1,968 ft
The subject TIP project is listed in Exhibit 2 of the Memorandum of Agreement among the North
Carolina Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the U. S. Anny Corps of Engineers, Wilmington District dated July 22,
2003. The compensatory mitigation for the project will be provided in accordance with Section
IX, EEP Transition Period, of the Agreement.
If you have any questions or need additional information, please contact me at 919-715-
2218.
Sincerely,
14-2 A?AA.*??
V.r William D. Gilmore, P.E.
Transition Manager
cc: hil Harris, Office of Natural Environment, NCDOT
John Dorney, Division of Water Quality, Wetlands/401 Unit
File: R-291 I E
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] FAX: [phone]
An Equal Opportunity \ AtfirmatiN,e Action Employer
William G. Ross Jr., Secretary
O?O? W A T ?RpG
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fl Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 25, 2003
Mr. Gregory J. Thorpe, Ph.D., Environmental Director
NCDOT Planning and Environmental Branch
1548 Mail Service Center
Raleigh, NC, 27699-1548
Dear Dr. Thorpe:
Re: Water Quality Certification Pursuant to §401 of the Federal Clean Water Act,
US 70 widening from 0.4 mi. west of SR 1953 (Kepley Road) to US 601 (Jake Alexander
Boulevard) in Salisbury, Rowan County.
F.A. Project No. STP-70(39); State Project No. 8.1631801
TIP No. R-291 1E
DWQ Project No. 030908
Attached hereto is a copy of Certification No. 3434 issued to The North Carolina Department of
Transportation dated September 25, 2003.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,

J? Alan W. Klimek, P.E.
Attachments
cc: Wilmington District Corps of Engineers
Eric Alsmeyer, USACE Raleigh Field Office
NCDWQ Mooresville Regional Office
Christopher Militscher, US Environmental Protection Agency - Region IV
William Gilmore, NC Ecological Enhancement Program
Central Files
File Copy
?t
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)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr. state.nc.us/ncwetlands/
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15 NCAC 2H, .0500. This certification authorizes the NCDOT to incur the following
permanent impacts:
¦ 377.2 linear feet of stream channel at Setman Branch in Hydrologic Unit 03040102 of the Yadkin
River Basin in Cleveland County.
The R-291 lE project shall be constructed pursuant to the application dated July 18, 2003 to construct the
widening of US 70 from 0.4 miles west of SR 1953 (Kepley Road) to US 601 (Jake Alexander
Boulevard) in Salisbury, Rowan County.
The Application provides adequate assurance that the discharge of fill material into the waters of the state
with the proposed development will not result in a violation of applicable Water Quality Standards and
discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the
applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in
accordance with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your Application. All work
authorized by this Certification must be done in strict compliance with the plans attached to the
Application. If this project changes, incurring additional impacts to streams or wetlands, you are required
to notify the DWQ in writing, and you may be required to submit a new application. Additional
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to remain valid, you are required to comply with all the conditions listed below. In addition, you
should obtain all other federal, state or local permits before proceeding with your project including (but
not limited to) Sediment and Erosion Control, Non-discharge and Water Supply watershed regulations.
This Certification shall expire three (3) years from the date of the cover letter from DWQ or on the same
day as the expiration date of the corresponding Corps of Engineers Permit, whichever is later.
Condition(s) of Certification:
1. Construction will be conducted in such a manner as to prevent a significant increase in turbidity
outside the area of construction or construction-related discharge. Erosion and sediment control
practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to assure
compliance with the appropriate turbidity water quality standard.
a. The erosion and sediment control measures for the R-291 1E project must equal or exceed the
proper design, installation, operation and maintenance outlined in the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual. These devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the R-291 1E project.
b. For borrow pit sites, the erosion and sediment control measures must equal or exceed the proper
design, installation, operation and maintenance outlined in the most recent version of the North
Carolina Surface Mining Manual. The reclamation measures and implementation must comply
with the reclamation in accordance with the requirements of the Sedimentation Pollution Control
Act.
2. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within 30 days after the
Division of Land Resources has released the project.
3. NCDOT and its contractors and/or agents shall not excavate, fill, or perform mechanized land
clearing at any time in the construction or maintenance of this project within waters and/or
wetlands, except as authorized by this Certification, or any modification to this Certification.
There shall be no excavation from or waste disposal into jurisdictional wetlands or waters
associated with this Certification without appropriate modification. If this occurs, compensatory
mitigation will be required since it is a direct impact from road construction activities.
4. Excavation of stream crossings should be conducted in the dry unless demonstrated by the
applicant or its authorized agent to be unfeasible. Sandbags, cofferdams, flexible pipe, or other
diversion structures should be used to minimize excavation in flowing water.
5. Stormwater shall be transported by vegetated conveyance or other means that are appropriate to
the site conditions before being discharged into the streams.
6. Live or fresh concrete shall not come into contact with waters of the state until the concrete has
hardened.
7. Discharging hydroseeding mixtures and washing out hydroseeders and other equipment in or
adjacent to surface waters is strictly prohibited.
8. The natural dimension, pattern and profile of the stream above and below the crossing should not
be modified by widening the stream channel or changing the depth of the stream.
9. The removal of vegetation in riparian areas should be minimized. NCDOT is encouraged to use
existing on-site vegetation and materials for stream bank stabilization and to minimize the use of
rip rap. Riprap shall not be placed in the stream bottom.
10. Riparian vegetation, using native trees and shrubs, must be re-established within the construction
limits of the project by the end of the growing season following completion of construction to
reestablish the riparian zone and to provide long-term erosion control.
11. Placement of culverts and other structures in waters, streams, and wetlands shall be placed below
the elevation of the streambed to allow low flow passage of water and aquatic life unless it can be
shown to DWQ that providing passage would be impractical. Design and placement of culverts
and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or
upstream and down stream of the above structures. The applicant is required to provide evidence
that the equilibrium shall be maintained if requested in writing by DWQ.
12. Heavy equipment should be operated from the bank rather than in the stream channel unless
demonstrated by the applicant or its authorized agent to be unfeasible. All mechanized
equipment operated near surface waters should be inspected and maintained regularly to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids or other toxic substances.
13. Mitigation: Compensatory mitigation shall be the same as that approved by the US Army Corps
of Engineers as long as the mitigation required equals a ratio of 1:1 restoration or creation of lost
wetland acres as described in 15A NCAC 2H.0506 (h)(6).
¦ On-site stream relocation of 180.4 linear feet consisting of natural channel design.
o The relocation must be constructed in a dry work area, and stabilized before the stream
flow is diverted. The relocation shall be completed and stabilized prior to diverting water
into the new channel. The channel must be allowed to stabilize for an entire growing
season. Vegetation used for bank stabilization shall be limited to native woody species,
and should include establishment of a 30-foot wide wooded and an adjacent 20-foot wide
vegetated buffer on both sides of the relocated channel to the maximum extent practical.
A transitional phase incorporating coir fiber and seedling establishment is allowable. Rip-
rap may be allowed if it is necessary to maintain the physical integrity of the stream, but
the Applicant must provide written justification and the calculations used to determine
the extent of rip-rap coverage requested.
o If the on-site stream relocation or the associated riparian area has been determined to be
unstable, the stream shall be repaired or stabilized using only natural channel design
techniques. Additionally, the vegetation in the riparian area shall be maintained and/or
replaced according to the approved plans. Rip-rap and other hard structures may only be
used if required by the Division of Land Resources or a Delegated Local Program.
Additionally, all repair designs must be submitted to and receive written approval from
the Division before the repair work is performed.
o NCDOT shall provide evidence of channel stability and vegetative success through an
annual photographic survey for five (5) years. In addition, during years 1, 3, and 5, a
riffle cross-section and longitudinal profile shall be performed and provided to NCDWQ.
o Since the on-site stream relocations are proposed as compensatory mitigation for project
impacts, the restored portions and associated riparian buffer areas shall be preserved in
perpetuity through a deed notification, preservation easement or some other legally
binding mechanism or agreement. The above easement or other legally binding
mechanism or agreement must be in place before any construction impacts approved un
this Certification can take place. The NCDOT Division 9 Right of Way Office shall
provide NCDWQ with evidence that the additional right of way has been purchased
within two (2) months of issuance of the US Army Corps of Engineers 404 Permit.
o The on-site stream relocation must be completely constructed and maintained according
to the plans approved by the Division before the road is opened and any mitigation credit
is given.
¦ Compensatory mitigation in HU 03040102 for the remaining 196.8 linear feet of stream impacts
shall be provided by the NC Ecological Enhancement Program (EEP). EEP has indicated in a
letter dated September 19, 2003 that they will assume responsibility for satisfying the federal
Clean Water Act compensatory mitigation requirements for the above-referenced project.
In accordance with 15A NCAC 2R.0500, this contribution will satisfy NC Division of Water
Quality's compensatory mitigation requirements under 15A NCAC 2H.0506(h). Until plans are
received and approved for the proposed mitigation sites, wetland or stream fill shall not occur.
14. Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ when all work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality upon completion of the
project.
NCDOT shall require its contractors (and/or agents) to comply with all of the terms of this
Certification, and shall provide each of its contractors (and/or agents) a copy of this Certification.
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal Permit. This Certification shall expire upon the expiration
of the 404 Permit.
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 that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This the 25`h day of September 2003
DIVISION OF WATER QUALITY
4
Alan W. Klimek, P.E.
WQC No. 3434
A ?
FILE COPNY NCDENR
h Carolina Department of Environment and Natural Resources
Division of Ecosystem Enhancement
Michael F. Easley, Governor
September 19, 2003
Mr. Gregory J. Thorpe, Ph.D., Manager,
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
Subject: Project: US 70 Widening
TIP#: R-2911 E
County: Rowan County
William G. Ross Jr., Secretary
41ETL,ps1401 C1011F
` VATERQUALITYSEC
TION
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide compensatory mitigation for the subject project. Based on the information
supplied by you in a letter dated July 18, 2003, the impacts requiring EEP mitigation are located
in Cataloging Unit 03040103 of the Yadkin River Basin in the Central Piedmont Eco-Region,
and are summarized below.
Stream Impacts: 196.8 ft
As stated in your letter, the subject project is listed in Exhibit 2 of the Memorandum of
Agreement among the North Carolina Department of Environment and Natural Resources, the
North Carolina Department of Transportation, and the U. S. Army Corps of Engineers,
Wilmington District dated July 22, 2003. The compensatory mitigation for the subject project
will be provided in accordance with Section IX, EEP Transition Period, of this agreement.
If you have any questions or need additional information, please contact me at 919-715-
2218.
Sincerely,
r
William D. Gilmore, P.E.
Transition Manager
cc: Eric Alsmeyer, USACE-Raleigh
John Dorney, Division of Water Quality, Wetlands/401 Unit
File: R-2911 E
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] FAX: [phone]
An Equal Opportunity \ Affirmative Action Employer
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Wd -
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
August 19, 2003
NC Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Attention: Ms. Cynthia Van Der Wiele
NCDOT Coordinator
LYNDo TIPPE M'
SERIFARY
WMVD81401 a0p
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Subject: R-2911E Response to DWQ ON HOLD Letter; DWQ Project No.
030908
Dear Sir:
On July 21, 2003, a permit application for TIP Project no. R-2911E (DWQ Project no.
030908) was submitted to DWQ. This letter addresses each item in your July 23, 2003
"on hold" letter regarding the widening of US 70 in Rowan County. A copy is attached
for your convenience.
1. The planting plan for woody vegetation for the natural channel design is enclosed.
2. NCDOT has committed to preserving the relocated stream and associated riparian
U ?' J buffer area. NCDOT's Design Services Unit is in the process of preparing a right of
way revision sheet and plan that will then be submitted to NCDOT's Division 9
w? ( Right of Way Office. The Division Right of Way Office will then proceed in r U, A
?G purchasing the additional right of way needed to preserve the relocated stream and ?l
associated riparian buffer area.
v,? (1- ??sw.LV11) ?iL•L G
3. According to NCDWQ Policies on Stream Mitigation Options and Associated
Macrobenthos Monitoring dated May 10, 2000 and updated March 16, 2001 } I,I
(http://h2o.enr.state.ne.us/newetiands/stmimito.htni), monitoring plans will not be a mandatory
rlol L d requirement for compensatory stream restoration projects affecting 500 linear feet or
Can LX1,- less. The stream relocation with natural channel design totals 180 linear feet.
} t\ Therefore, the NCDOT does not propose biological monitoring at this site. However,
r Zf U the NCDOT will provide photographic monitoring for one growing season following
planting to ensure that appropriate tree survival and stabilization have taken place. An
"as-built" of the stream will be provided upon completion of the project.
4. The use of the Ecosystem Enhancement Program is now permitted. A Memorandum
o' of Agreement was signed on July 22, 2003 with the North Carolina Department of
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
Environment and Natural Resources.
If you have any further questions, please contact Matt Haney at [phone].
Sincerely,
Gregory J. Thorpe, Ph.D., Manager
Project Development & Environmental Analysis Branch
cc: Mr. John Dorney, Division of Water Quality
Ms. Marella Bunciek, USFWS
Ms. Marla Chambers, NCWRC
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Ms. Debbie Barbour, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. John Sullivan, FHWA
Mr. S.P. Ivey, P.E., Division Engineer
Ms. Diane Hampton, DEO
Mr. David Franklin, USACE, Wilmington
Mr. William Gilmore, P.E., EEP, Raleigh
10??, , y pG
C? `C
July 23, 2003
Rowan County
DWQ Project No. 030908
TIP Project No. R-
US 70 widening from 0.4 miles west of SR 1953 t
CERTIFIED MAIL: Return receipt requested
Mr. Gregory J. Thorpe, Ph.D., Manager I e"* 5 2003
NCDOT Project Development & Environmental Analysis Branch
1548 Mail Service Center DA%4$4 ys
Raleigh, NC 27699-1548 OT DEVELOP
Dear Dr. Thorpe: MENTAL ANP
The Division of Water Quality staff has reviewed your submittal of an application for an Individual §401
Water Quality Certification for the aforementioned project on July 21, 2003. The Application was
deficient in the following areas:
1. Although the on-site stream relocation has been designed using natural channel design, the
plan did not include information regarding the planting plan in the 50-foot vegetated buffer
area. Mitigation credit cannot be given without this buffer. Please provide a planting plan
for woody vegetation.
2. The proposed stream relocation is located outside of the right-of-way. Since the on-site stream
relocation is proposed as compensatory mitigation for project impacts, the relocated stream and
associated riparian buffer areas must be preserved in perpetuity through a preservation easement or
some other legally binding mechanism or agreement. The above easement or other legally. binding
mechanism or agreement must be in place before any mitigation credit shall be given. Please provide
DWQ with a copy of this agreement.
3. NCDOT is reminded that physical and biological monitoring plans shall be followed and reports shall
be submitted to this Office after the first year for a total of five (5) years for this on-site stream
relocation.
4. This project proposes to use the Ecological Enhancement Program to make up the balance of
compensatory mitigation needs. Issues relating to use of the Ecosystem Enhancement Program (EEP)
have been resolved. To date, an MOU has not been signed with DENR. Until that MOU has been
developed and signed, DWQ will be unable to permit the utilization of the EEP for this project. Use
of the Wetlands Restoration Program (WRP) to provide compensatory mitigation for this project is
acceptable to DWQ.
Pursuant to 15A NCAC 2H.0507(a)(3), the permit application is placed on hold until we are supplied the
necessary information and the Public Notice received and comment period ended. Furthermore, until the
information is received by the NC Division of Water Quality, we request (by copy of this letter) that the
US Army Corps of Engineers continue to place the permit application on hold.
0

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
?(??' Alan W. Klimek, P.E., Director
Division of Water Quality
Coieen H. Sullins, Deputy Director
Division of Water Quality
N. C. 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)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands)
Customer Service 4: 1-877-623-6748
We look forward to working with you to expedite the processing of your permit application. If you have
any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.1786.
Sincerely,
1 John R. Dorney
Water Quality Certification Program
cc: Wilmington District Corps of Engineers
Eric Alsmeyer, Corps of Engineers Raleigh Field Office
NCDWQ Mooresville Regional Office
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North Carolina Department of Environment and Natural Resources
Division of Ecosystem Enhancement
Michael F. Easley, Governor
September 19, 2003
Mr. Gregory J. Thorpe, Ph.D., Manager,
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
Subject: Project: US 70 Widening
TIP#: R-2911 E
County: Rowan County
William G. Ross Jr., Secretary
The purpose of this letter is to notify you that the Ecosystem Enhancement Program
(EEP) will provide compensatory mitigation for the subject project. Based on the information
supplied by you in a letter dated July 18, 2003, the impacts requiring EEP mitigation are located
in Cataloging Unit 03040103 of the Yadkin River Basin in the Central Piedmont Eco-Region,
and are summarized below.
Stream Impacts: 196.8 ft
As stated in your letter, the subject project is listed in Exhibit 2 of the Memorandum of
Agreement among the North Carolina Department of Environment and Natural Resources, the
North Carolina Department of Transportation, and the U. S. Army Corps of Engineers,
Wilmington District dated July 22, 2003. The compensatory mitigation for the subject project
will be provided in accordance with Section IX, EEP Transition Period, of this agreement.
If you have any questions or need additional information, please contact me at 919-715-
2218.
Sincerely,
William D. Gilmore, P.E.
Transition Manager
cc: Eric Alsmeyer, USACE-Raleigh
John Dorney, Division of Water Quality, Wetlands/401 Unit
File: R-2911 E
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] FAX: [phone]
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0 North Carolina Wildlife Resources Commission 0
Charles R. Fullwood, Executive Director
TO: Eric Alsmeyer, DOT Coordinator
Raleigh Regulatory Field Office, USACE
FROM: Marla Chambers, Highway Projects Coordinator
Habitat Conservation Program, NCWRC
DATE: September 22, 2003
SUBJECT: Review of a Section 404 Individual Permit application by NCDOT for the
proposed widening of US 70 to a multi-lane facility from 0.4 miles west of SR
1953 (Kepley Road) to US 601 (Jake Alexander Boulevard) in Salisbury, Rowan
County. TIP No. R-291 1E.
North Carolina Department of Transportation (NCDOT) has submitted an application to
obtain a Section 404 Individual Permit from the U.S. Army Corps of Engineers (USACE). Staff
biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed
the information provided. These comments are provided in accordance with the provisions of
the National Environmental Policy Act (42 U.S.C. 4332(2)(c)) and the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The NCDOT proposes to widen US 70 to a multi-lane facility from 0.4 miles west of SR
1953 (Kepley Road) to US 601 (Jake Alexander Boulevard) in Salisbury for a project length of
approximately 3.8 miles. The proposed project, Section E of R-2911, is the eastern end of the 19-
mile long US 70 improvement project from Statesville to Salisbury. Section E consists of
widening to a four-lane, 18-foot median divided curb and gutter roadway with 14-foot outside
pedestrian lanes for the entire length. A total of 377.2 linear feet of stream channel impacts at
Setman Branch are planned, which include extending the existing culvert 196.8 feet and
relocating 180.4 linear feet of channel downstream of the culvert. NCDOT does not plan to
submit a monitoring plan or conduct biological monitoring for the stream relocation. The
NCDOT and North Carolina Division of Water Quality have corresponded regarding this issue.
We recommend this issue be resolved in such a manner that will verify success of the relocation
in order to receive credit. Setman Branch is classified as WS-IV.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 0 Fax: [phone]
>F
US 70 from near SR 1953 to US 601
Setman Branch, Rowan Co. 2 September 22, 2003
y We c#v? agncur with the permit issuance if the following conditions are implemented:
1. Sediment and erosion control measures shall adhere to the design standards for sensitive
watersheds (15A NCAC 4B .0124 (a)-(d)) and be strictly maintained until project
completion to avoid impacts to downstream aquatic resources. Temporary or permanent
herbaceous vegetation should be planted on all bare soil within 10 days of ground
disturbing activities to provide long-term erosion control. Tall fescue should not be used
in riparian areas. We encourage NCDOT to utilize onsite vegetation and materials for
streambank stabilization when practicable. Erosion control matting should be used in
riparian areas, instead of straw mulch.
2. Culverts that are less than 48-inch diameter should have the floor of the barrel installed
20% of the diameter of the culvert below the level of the stream bottom. Culverts that are
48-inch diameter or larger should be placed with the floor of the barrel approximately 12
inches below the stream bottom to allow natural stream bottom materials to become
established in the culvert following installation and to provide aquatic life passage during
periods of low flow. This may require increasing the size of the culvert to meet flow
conveyance requirements. These measurements must be based on natural thalweg
depths. Any perched outlets should be corrected during construction.
3. The natural dimension, pattern, and profile of the stream above and below the crossing
should not be modified by widening the stream channel or changing the depth of the
stream.
4. Removal of vegetation in riparian areas should be minimized. Native trees and shrubs
should be planted along the stream banks to reestablish the riparian zone and to provide
long-term erosion control.
Grading and backfilling should be minimized, and tree and shrub growth should be
retained if possible to ensure long term availability of shoreline cover for fish and
wildlife. Backfill materials should be obtained from upland sites.
6. Riprap should be minimized and installed in a manner so as not to interfere with aquatic
life passage during low flow conditions. Riprap placed for bank stabilization should be
limited to the stream bank below the high water mark, and vegetation should be used for
stabilization above the high water elevation.
7. Excavation of the stream crossings should be conducted in the dry, if possible. Sandbags,
cofferdams, flexible pipe, or other diversion structures should be used to minimize
excavation in flowing water.
8. Rock check dams at culvert outlets should be removed at project completion. These
structures could impede movement of aquatic life.
9. Stormwater should be directed to buffer areas or retention basins and should not be
routed directly into streams.

US 70 from near SR 1953 to US 601
Setman Branch, Rowan Co. 3 September 22, 2003
10. If concrete will be used during construction, work must be accomplished so that wet
(uncured) concrete does not contact surface waters. This will lessen the chance of
altering the water chemistry and causing a fish kill.
11. Discharging hydroseeding mixtures and washing out hydroseeders and other equipment
in or adjacent to surface waters is strictly prohibited.
12. Heavy equipment should be operated from the bank rather than in the stream channel
whenever possible in order to minimize sedimentation and reduce the likelihood of
introducing other pollutants into the stream. All mechanized equipment operated near
surface waters should be inspected and maintained regularly to prevent contamination of
stream waters from fuels, lubricants, hydraulic fluids or other toxic materials.
Thank you for the opportunity review and comment on this project. If you have any
questions regarding these comments, please contact me at [phone].
cc: Marella Buncick, USFWS
Cynthia Van Der Wiele, NCDWQ

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIP TT
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GOVERNOR SECRE
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July 18, 2003
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ATTN.: Mr. Eric Alsmeyer Z
NCDOT Coordinator
Subject: Individual Permit Application for US 70 widening to a multi-lane facility
from 0.4 miles west of SR 1953 (Kepley Road) to US 601 (Jake Alexander
Boulevard) in Salisbury. Rowan County. State Project No. 8.1631801.
Federal Aid Project STP-70(39). TIP No. R-2911 E. $475.00 to Work
Order 8.1631801 (WBS Element 34408.1.1).
The North Carolina Department of Transportation (NCDOT), Division of Highways, in
consultation with the Federal Highway Administration (FHWA) proposes to widen US 70
in Rowan County, from 0.4 miles west of SR 1953 (Kepley Road) to US 601 (Jake
Alexander Boulevard) in Salisbury. The proposed project is approximately 3.8 miles in
length, and will provide a four-lane, 18-foot median divided curb and gutter roadway
with 14-foot outside pedestrian lanes for the entire length. A 100-foot right-of-way is
proposed. The current design consists of a two to three-lane (24-48 feet), 80-foot right-
of-way with 2 to 8-foot shoulders.
Summary of Impacts: Impacts to jurisdictional areas of R-2911 E consist of a total of
377.2 linear et of stream channel at Setman Branch. The impacts consist of
exten ing the existing culvert by 196.8 feet and the relocation of 180.4 linear feet of
channel downstream of the culvert. The channel relocation will be done as a natural
stream design, which will serve as on-site mitigation for 180.4 linear feet of the total
impacts leaving 196.8 feet of channel impacts that will require off-site mitigation. No
jurisdictional wetlands or riparian buffers were identified along R-2911 E.
Summary of Mitigation: Throughout the NEPA and design process this project has
been designed to avoid and minimize impacts to jurisdictional areas. Specific strategies
are detailed elsewhere in this document. Highlights include widening US 70 along the
existing roadway, and relocating a 180.4 linear foot section of Setman Branch using
natural channel design.
The necessary compensatory mitigation to offset the remaining 196.8 linear feet of
unavoidable impacts to waters that are jurisdictional under the Federal Clean Water Act
will be provided by the NCDENR Ecosystem Enhancement Program (EEP).
Project Schedule
Construction of R-2911 is divided into five sections as described in Table 1. Section E,
the subject of this permit application, is scheduled to be let on December 16, 2003.
Section A near Statesville is scheduled to be January 20, 2004. The remaining sections
B, C, and D are scheduled for construction in 2008, 2004, and 2004 respectively.
Permit drawings for section E are included in this application. Permit drawings for the
remaining sections wiM4be ppododed. under{ a separate cover as the design for these
sections is completed."
Table 1. Project Sections and Scheduling
Section Project Limits Scheduled Let
Date
R-2911A SR 2318 in Iredell County to the Rowan County January 20, 2004
Line
R-2911 B Rowan County Line to SR 1743 October 21,2008
R-2911 C SR 1743 to SR 1739, Rowan County November 16,
2004
R-2911 D SR 1739 to 0.4 miles west of SR 1953, Rowan October 19, 2004
Count
R-2911 E 0.4 miles west of SR 1953 to US 601, Rowan December 16,
Count 2003
Purpose and Need
The purpose of this project is to increase traffic carrying capacity and to improve safety
by widening US 70 from the existing two to three-lane facility to a four-lane roadway.
The proposed roadway will provide a continuous multi-lane facility into Salisbury in
conformance with Thoroughfare plans for Salisbury. US 70 is classified as a Major
Arterial for Rowan County, and serves as an arterial thoroughfare for commuters
traveling between Statesville, Cleveland, and Salisbury. Section E of R-2911 is the
eastern end of the 19-mile long US 70 improvement project from Statesville to
Salisbury.
NEPA Document Status
An Environmental Assessment (EA) for R-2911 was submitted by NCDOT in
compliance with the National Environmental Policy Act. The EA was approved on May
7, 1999. A Finding of No Significant Impact (FONSI) for R-2911 was approved on
December 21, 2000. The documents addressed the entire length of the R-2911 project,
the relocation and widening of the existing US 70 from SR 2318 (Pop Basinger Road) in
Statesville to US 601 in Salisbury. The EA explains the purpose and need for the
project; provides a description of the alternatives considered; and characterizes the
2
social, economic, and environmental effects. After the EA was approved it was
circulated to federal, state, and local agencies. Copies of the EA and FONSI have been
provided to regulatory review agencies involved in the approval process. Additional
copies will be provided upon request.
Independent Utility
According to 23 CFR 771.111(f), "...in order to ensure meaningful evaluation of
alternatives and to avoid commitments to transportation improvements before they are
fully evaluated, the action evaluated... shall:
(1) Connect logical termini and be of sufficient length to address
environmental matters on a broad scope;
(2) Have an independent utility or independent significance, i.e., be usable
and be a reasonable expenditure even if no additional transportation
improvements in the area are made; and,
(3) Not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements."
The proposed project is needed to connect projects from US 70 in Statesville to US 70
in Salisbury that are recently completed or to be completed in the near future. The
western terminus will tie into a section of US 70 west of SR 1953 (Kepley Road) that will
be completed in 2007 (TIP Project R-2911 D). The eastern terminus will tie into the
existing 5-lane curb and gutter roadway in Salisbury. The locations of the proposed
project's termini have been coordinated with other programmed TIP projects in the area.
The locations of this project's termini do not preclude the development and assessment
of multiple alternates for other programmed TIP projects in the area. In this regard, the
proposed project demonstrates logical termini and independent utility.
This project can stand alone as a functioning project and is designed to be compatible
with other TIP projects in the area. The environmental impacts of the other projects will
be fully evaluated in separate environmental documents. NCDOT has determined this
project meets the criteria set forth in 23 CFR 771.111(f).
Resource Status
Wetland and Stream Delineations: Stream classification and delineations for R-2911 E
were field verified by Mr. Eric Alsmeyer on October 18, 2002. No jurisdictional wetlands
were identified along R-2911 E.
The attached permit application package consists of drawings depicting jurisdictional
impacts and natural channel design of the channel relocation at Setman Branch. As
previously mentioned, the construction of R-2911 E will involve 377.2 linear feet of
impacts to jurisdictional streams.
R-2911 E Characterization of Jurisdictional Sites:
Streams
Within Section R-2911 E only one stream, Setman Branch, is traversed. This stream is
in Hydrologic Unit 03040102 of the Yadkin River Basin. Jurisdictional stream
information is presented in Table 2. Setman Branch is approximately 6 feet in width, 0.3
feet deep, and has a sand and gravel substrate. Setman Branch is described as an E6
stream type in the Rosgen stream classification system. R-2911 E will impact a total of
377.2 linear feet of stream channel at Setman Branch. The impacts consist of extending
the existing culvert by 196.8 feet and the relocation of 180.4 linear feet of channel
downstream of the culvert. The channel relocation will be done as a natural stream
design, which will serve as on-site mitigation for a 180.4 linear feet of total impacts
leaving 196.8 feet of channel impacts that will require off-site mitigation.
Table 2. Jurisdictional Stream Information Sections R-2911 E

Impact Natural
Stream
Site Station Length Stream Stream DWQ ID No. Class./Mitigation
(ft) Design Name Ratio
ft

1 -L- 8+35 Lt/
377
2
180
4 Setman Perennial/2:1
12-108-21-4-1
-L- 9+49 Rt . . Branch
This stream is not a 303d stream.
Protected Species
Plants and animals with federal classification of Endangered (E), Threatened (T),
Proposed Endangered (PE), and Proposed Threatened (PT) are protected under
provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as
amended. The United States Fish and Wildlife Service (USFWS) lists two federally
protected species for Rowan County as of the February 2003 listing. The Bald eagle
(Haliaeetus leucocephalus) is listed as Threatened (Proposed for delisting), and
Schweinitz's sunflower (He/ianthus schweinitzii) is listed as Endangered. No suitable
habitat for the bald eagle exists within the project study area; therefore, a biological
conclusion of No Effect has been issued. Suitable habitat does occur for Schweinitz's
sunflower. A survey for the species was conducted in Fall of 2002. No populations
were observed during the survey. A biological conclusion of Not Likely to Adversely
Affect has been issued for this species. We are now in the process of seeking
concurrence from USFWS for this biological conclusion.
Cultural Resources
There are no eligible National Register properties within the vicinity of Section E. A
survey of archaeological resources within the entire R-2911 corridor resulted in 20
potential historic period archaeological sites. Of these 20, two are listed as "unknown at
this time", one was "not evaluated", two were "possibly eligible", and fourteen were
recommended as "not eligible". After the initial investigation, it was required that
additional archaeological investigations take place. This was conducted July 19, 2002
through July 27, 2002. A letter from SHPO states that all sites are described as lacking
4
integrity, and not eligible for listing. Therefore, this project is in compliance with Section
106 of the National Historic Preservation Act provided it is implemented consistent with
the conditions of the NCSHPO.
FEMA Compliance
The project has been coordinated with appropriate state and local officials and the
Federal Emergency Management Agency (FEMA) to assure compliance with FEMA,
state, and local floodway regulations.
Wild and Scenic River System
The project will not impact any Designated Wild and Scenic Rivers or any rivers
included in the list of study rivers (Public Law 90-542, as amended).
Indirect and Cumulative Impacts
An Indirect and Cumulative Effects report was completed by HNTB on May 22, 2003. A
copy of this report has been sent to the Division of Water Quality.
Mitigation Options
The Corps of Engineers has adopted, through the Council on Environmental Quality
(CEQ), a wetland mitigation policy that embraces the concept of "no net loss of
wetlands" and sequencing. The purpose of this policy is to restore and maintain the
chemical, biological, and physical integrity of the Waters of the United States. Mitigation
of wetland and surface water impacts has been defined by the CEQ to include: avoiding
impacts, minimizing impacts, rectifying impacts, reducing impacts overtime and
compensating for impacts (40 CFR 1508.20). Executive Order 11990 (Protection of
Wetlands) and Department of Transportation Order 5660.1A (Preservation of the
Nations Wetlands), emphasize protection of the functions and values provided by
wetlands. These directives require that new construction in wetlands be avoided as
much as possible and that all practicable measures are taken to minimize or mitigate
impacts to wetlands.
AVOIDANCE AND MINIMIZATION: The NCDOT is committed to incorporating all
reasonable and practicable design features to avoid and minimize jurisdictional impacts,
and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional
impacts. Avoidance measures were taken during the planning and NEPA compliance
stages; minimization measures were incorporated as part of the project design.
Avoidance: No staging of construction equipment or storage of construction
supplies will be allowed in or near surface waters.
Minimization: Minimization includes the examination of appropriate and
practicable steps to reduce the adverse impacts. Minimization techniques were
implemented as follows:
Median Width: The project was designed using a 18-foot median width.
Pipe Culvert Design: Pipe culvert and box culvert inverts are to be buried one
foot below the stream bed where feasible, depending on the relative elevations of
the stream bed. All pipe culverts and box culverts will maintain the normal
stream flow and channel characteristics. This design will allow unimpeded
passage by fish and other aquatic organisms.
BMP's: In order to minimize potential impacts, NCDOT's Best Management
Practices for the Protection of Surface Waters will be enforced during the
construction phase of the project. This will include:
1. installation of temporary silt fences, dikes, and earth berms to control runoff
during construction
2. placement of temporary ground cover or re-seeding of disturbed sites to
reduce runoff and decrease sediment loadings
3. reduction of clearing along streams
Site 1 Station 8+35 to 9+49 -L-: Natural Channel Design: Stream relocation will occur
at Setman Branch for 180.4 feet (plan drawing sheet 4A). Natural Channel Design will
be utilized to construct an E5 type stream channel. Channel characteristics will
resemble those of a reference reach downstream of the impacted site. Channel banks
will be planted with trees and shrubs similar to those found along the reference reach.
The design is detailed on permit drawing sheet 11 of 12. The natural channel design
was reviewed and approved at the permit drawing review meeting held on September
19, 2002. A Natural Channel Design Report is provided in this application.
COMPENSATION: The primary emphasis of the compensatory mitigation is to
reestablish a condition that would have existed if the project were not built. As
previously stated, mitigation is limited to reasonable expenditures and practicable
considerations related to highway operation. Mitigation is generally accomplished
through a combination of methods designed to replace wetland functions and values
lost as a result of construction of the project. These methods consist of creation of new
wetlands from uplands, borrow pits, and other non-wetland areas; restoration of
wetlands; and enhancement of existing wetlands. Where such options may not be
available, or when existing wetlands and wetland-surface water complexes are
considered to be important resources worthy of preservation, consideration is given to
preservation as at least one component of a compensatory mitigation proposal.
FHWA STEP DOWN COMPLIANCE: All compensatory mitigation must be in
compliance with 23 CFR Part 777.9, "Mitigation of Impacts" that describes the
actions that should be followed to qualify for Federal-aid highway funding. This
process is known as the FHWA "Step Down" procedures:
1. Consideration must be given to mitigation within the right-of-way and
should include the enhancement or restoration of existing wetlands
and / or streams and the creation of new wetlands in the highway
median, borrow pit areas, interchange areas and along the roadside.
2. Where mitigation within the right-of-way does not fully offset wetland or
stream losses, compensatory mitigation may be conducted outside the
right-of-way including enhancement, creation, and preservation.
6
Based upon the agreements stipulated in the "Memorandum of Agreement Among the
North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington
District" (MOA), it is understood that the North Carolina Department of Environment and
Natural Resources Ecosystem Enhancement Program (EEP) will assume responsibility
for satisfying the federal Clean Water Act compensatory mitigation requirements for
NCDOT projects that are listed in Exhibit 1 of the subject MOA during the EEP transition
period which ends on June 30, 2005.
Since the subject project is listed in Exhibit 1, the necessary compensatory mitigation to
offset unavoidable impacts to waters that are jurisdictional under the federal Clean
Water Act will be provided by the EEP. The offsetting mitigation will derive from an
inventory of assets already in existence within the same 8-digit cataloguing unit. The
Department has avoided and minimized impacts to jurisdictional resources to the
greatest extent possible as described above. The remaining, unavoidable impacts to
196.8 feet of jurisdictional streams will be offset by compensatory mitigation provided by
the EEP program.
Regulatory Approvals
Application is hereby made for a Section 404 Individual Permit as required for the
above-mentioned activities. By copy of this letter, we are also requesting a 401 Water
Quality Certification. In compliance with Section 143-215.3D(e) of the NCAC we will
provide $475.00 to act as payment for processing the Section 401 permit application as
previously noted in this application (see Subject line). Seven copies of the application
are being provided to the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, for their review.
Thank you for your assistance with this project. If you have any questions or need any
additional information about this project, please contact Mr. Matt Haney at (919) 715-
1428.
7
Sincerely,
Gregory J. Thorpe, Ph.D., Environmental Management Director,
,jo? Project Development and Environmental Analysis Branch
Enclosure
cc: Mr. John Dorney, Division of Water Quality (7 copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Ms. Debbie Barbour, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. S.P. Ivey, P.E., Division 9 Engineer
Ms. Diane Hampton, P.E., Division 9 DEO
Mr. David Franklin, USACE, Wilmington
Mr. William D. Gilmore, P.E., EEP, Raleigh
Ms. Kathy Mattews, USEPA
Mr. John F. Sullivan, III, FHWA
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-003
(33 CFR 325) Expires December 31, 2004
Public reporting burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should
require 5 hours or less. This Includes the time for reviewing Instructions, searching existing data sources, gathering and maintaining the data needed,
and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.
Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction
over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: Rivers and Harbors Act, Section 10, 33 USC 403: Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries
Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine
Uses: This Information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of
requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
ITEMS 1 THRU 4 TO BE XLED BY THE CORPS
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
ITEMS BELOW TO BE F LLED BY APPLICAN
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required)
North Carolina Department of Transportation
Project Development & Environmental Analysis
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
1548 Mail Service Center
Raleigh, NC 27699-1548
7. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE
a. Residence a. Residence
b. Business 919-733-3141 b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions
US 70 Widening from 0.4 miles west of SR 1953 to US 601 in Salisbury, Rowan County, NC
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Setman Branch
14. PROJECT STREET ADDRESS (if applicable)
15. LOCATION OF PROJECT
_ Rowan _ NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessors's Parcel Number, for example.
See cover letter
17. DIRECTIONS TO THE SITE
See vicinity map associated with permit drawings
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)
18. Nature of Activity (Description of project, include all features)
Widening of US 70 from a two to three-lane facility to a four-lane roadway. The project is 3.8 miles long and will provide a median divided, curb
and gutter roadway with 14-foot outside pedestrian lanes.
R-291 I E of the project will involve one stream crossing, impacting 377.2 linear feet of stream channel. Natural channel design will be used to
relocate 180.4 linear feet of the channel below the road crossing.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Public transportation. To increase traffic capacity and safety by widening the roadway. US 70 is designated as a Major Thoroughfare
on the Salisbury Thoroughfare Plan and is classified as a Major Arterial for Rowan County.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Roadway fill, pipe/culvert construction
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Roadway fill
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Stream impact: 377.2 ft perennial
Stream impact needing mitigation: 377.2 ft
23. Is Any Portion of the Work Already Complete? Yes _ No X IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here, please attach a supplemental list).
See listing of property owners associated with permit drawings
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent
of the applicant.
C S TURE OF AP IK aT? ? SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized
agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly
and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or
representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall
be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent:
i
,50
M
PFom Ppn IF('T

N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
SCALE
.5 0 1 KM
ROWAN COUNTY
PROJECT: 8.1631801 (R-2911E)
US 70 WIDENING
SHEET OF ) 3 12 / 04 / 01

FAIn PRn.IF('T

WETLAND LEGEND
---WLB--- - WETLAND BOUNDARY PROPOSED BRIDGE

WETLAND PROPOSED BOX CULVERT

® DENOTES FILL IN
PROPOSED PIPE CULVERT
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DENOTES FILL IN (DASHED LINES DENOTE
® SURFACE WATER EXISTNG STRUCTURES)

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SURFACE WATER
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® DENOTES TEMPORARY
FILL IN WETLAND rr,_rr,_r!?-"L,_ WOODS LINE
I DENOTES EXCAVATION
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FILL IN SURFACE ROOTWAD
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- BZ - RIPARIAN BUFFER ZONE
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TB TOP OF BANK
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C PROP. LIMIT OF CUT
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PL PROPERTY LINE
- TDE - TEMP. DRAINAGE
EASEMENT
-POE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
WATER SURFACE
XXXXX LIVE STAKES
C2D BOULDER
--- COIR FIBER ROLLS
RIP RAP
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: 8.1631801 (R-2911E)
US 70 WIDENING
SHEET 2 OF 13 12/04/01
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MORPHOLOGICAL MEASUREMENT TABLE Q'
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SETMAN BRANCH
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MILAN VIEW
SITE Il.
10 0 20 DENOTES FILL IN
SURFACE WATERS iS S
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: 8.1631801 (R-2911E)
US 70 WIDENING
SHEET -':? OF 1 10/04/02
NCDOT Project No. 8.1631803
T.I.P No. R-291 1 E
Rowan County, NC
Portion of US 70 From SR 1953 (Kepley Road)
to US 601 (Jake Alexander Blvd.) in Salisbury, NC
NATURAL STREAM DESIGN
SETMAN BRANCH
Left of Project Station 8+60 -L-
Prepared by:
TranSite Consulting Engineers, Inc.
1300 Paddock Dr., Suite G 10
Raleigh, NC 27609
Shcct Of ??
NATURAL STREAM DESIGN
SETMAN BRANCH
Left of Project Station 8+60 -L-
The widening of US 70 will require that a portion of Setman Branch be relocated from left of
Project Station 8+35 to left of Project Station 8+85. The proposed stream will be 55 meters
(180') in length starting at the outlet of the proposed 1 @ 2.43m x 1.89m (8'x 6') RCBC
extension and continue downstream intersecting the existing stream in a bend. The proposed
stream relocation is designed according to "natural channel" design principles proposed by Dave
Rosgen.
This portion of Setman Branch drains 181 hectares (447 acres) in Rowan County and is located
within the Piedmont Physiographic Region. Existing land use in the drainage basin is
predominantly low density residential with commercial along US 70. Zoning Maps for Rowan
County indicate that development within the drainage basin is expected to be predominantly
commercial, business and low density residential.
There is no hydraulic data available on this stream. Discharges were estimated using procedures
outlined in USGS Water-Resources Report 96-4084, Estimation of Flood-Frequency
Characteristics of Small Urban Watersheds in North Carolina.
EXISTING STREAM
p
The existing stream along the reach from the outlet of the existing 2.43m x 1.89m (8'x 6') RCBC
to a point approximately 50 meters (164') downstream has been altered by the construction of US
70 in the left overbank and commercial development in the right overbank. In the right overbank,
the floodplain vegetation has been removed and a gravel lot constructed up to the top of bank.
The existing stream was surveyed in detail to determine it's morphological characteristics. These
characteristics include bankfull discharge, width, depth and area.
Based on the field survey data gathered, this stream reach was classified as a G5c stream. The
bed material for this reach was found to be predominantly a medium sand with some gravel. The
Sheet 5 0l- I?
HEC-RAS computer model was used to determine the hydraulic characteristics of the stream such
as velocity, shear stress and stream power.
REFERENCE REACH
Because of the altered state of the existing stream and since the NC Stream Restoration Institute
does not currently have regional curves or equations for urban areas within the piedmont region, a
"reference reach" of the stream was also surveyed in detail to determine its unaltered
morphological characteristics. This natural stream reach is 110m (361') in length and is located
downstream of the "existing" reach of Setman Branch. This reach was chosen because it has the
same drainage area as the existing reach. Based on the field survey data gathered, this stream
reach was classified as an E5 stream. Design and morphological data for the Existing, Reference
and Proposed streams are shown in the "Morphological Measurement Table".
PROPOSED STREAM
The proposed stream is designed to have an E5 classification. The gradient for the proposed
stream is controlled upstream by the outlet elevation of the RCBC extension and downstream by
the tie to the existing stream. The proposed stream is designed to retain the bankfull
characteristics of the reference stream including velocities, shear stress/stability and sediment
transport. To facilitate formation of a natural streambed through the RCBC, the upstream and
a downstream inverts will be buried a minimum of 0.3m (1.0').
Proposed stream stabilization is shown on the attached detail sheet. It is anticipated that the
stream banks will be planted with native trees and shrubs above bankfull depth. Class "I" Rip
Rap and filter fabric is required along the outside of the channel bend directly
downstream of the RCBC to protect the channel from erosion. To aid in stability and
reduce stream gradient, cross vane rock weirs with 0.15m (05) channel drops will be placed
downstream of all meanders. Along the outside of the bends, root wads will be placed and coin
fiber mat will line both stream banks. The stream bottom will match the characteristics of the
existing channel
Shect ?' of 13)
SEDIMENT TRANSPORT ANALYSIS
'The proposed stream has a bankfull stream power of 1.30 lb/ft-s and a shear stress of 0.48 lb/ft' as
compared to 4.42 lb/ft-s and 1.08 lb/ft' for the existing stream. While the proposed values are
less than those of the existing stream, they indicate that the proposed stream will transport the
current sediment load and reduce degradation of the stream bed and banks. Additionally, the 2-yr
and 10-yr velocities and shear stresses were evaluated and found to be within acceptable limits.
Sheet 7 of 13
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Appendix B Morphological Measurement Table
R-2911 E, Rowan Co.
Variables Existing Channel Proposed Reach USGS Station Reference Reach
1. Stream Type G5c E5 N/A E5
2. Drainage Area (D.A.) 181 ha / 447 ac 181 ha / 447 ac 181 ha / 447 ac
3. Bankfull Width (W bki) 4.07 m / 13.35 ft 7.11 m / 23.33 ft 5.87 m / 19.3 ft
4. Bankfull Mean Depth (dbkf) 0.94 m / 3.08 ft 0.81 m / 2.66 ft 0.79 m / 2.59 ft
5. Width/Depth Ratio (Wbkj/dbki) 4.33 8.78 7.43
6. Bankfull Cross-Sectional Area (Abki) 3.84 m2 /41.3 ft2 5.75 m2 / 61.9 ft2 4.66 m2 /50.2 ft2
7. Bankfull Mean Velocity MAO 1.25 m/s / 4.10 ft/s 0.83 m/s / 2.72 ft/s 1.03 m/s / 3.38 ft/s
8. Bankfull Discharge (Qbki) 4.80 m3/s / 169 ft3/s 4.80 m3/s / 169 ft3/s 4.80 m3/s / 169 ft3/s
9. Bankfull Max Depth (dmbkl) 1.80 m / 5.91 ft 1.30 m / 4.27 ft 1.10 m / 3.61 ft
10. Width of Floodprone Area (W P,,) 44 m / 144 ft 34 m / 112 ft 46 m / 151 ft
it. Entrenchment Ratio (WIPI/Wbki) 10.81 4.78 7.84
12. Meander Length (L,,,) 24.0 m / 78.7 ft 23.0 m / 75.5 ft 30.0 m / 98.4 ft
13. Ratio of Meander Length to Bankfull Width
(LM A? •?bM) 5.9 3.23 5.11
14. Radius of Curvature (R j 6.62 m / 21.7 ft 9.77 m / 32.0 ft 8.63 m / 28.3 ft
15. Ratio of Radius of Curvature to Bankfull Width
(Rc/Wbkl) 1.63 1.37 1.47
16. Belt Width (W bit) 9.0 m / 29.5 ft 11.0 m / 36.1 ft 8.0 m / 26.2 ft
17. Meander Width Ratio (Wb„/Wbk,) 2.21 1.55 1.36
18. Sinuosity (K)
(stream length/valley length) 1.06 1.03 1.06
19. Valley Slope (VS) 1.06% 1.12% 0.94%
20. Average Slope (CS) 1.00% 1.09% 0.89%
21. Pool Slope 0.68% 0.00% 0.80%
22. Ratio of Pool Slope to Average Slope 0.68 0.00 0.90
23. Maximum Pool Depth (dpmax) 1.80 m / 5.91 ft 1.45 m / 4.76 ft 1.41 m / 4.63 ft
24. Ratio of Pool Depth to Average Bankfull Depth
(dp/dbkf)
1.91
1.79
1.78
25. Pool Width (WO 12.0 m / 39.4 ft 10.1 m / 33.1 ft 9.54 m / 31.3 ft
26. Ratio of Pool Width to Bankfull Width

(Wp //?????? '•bkl)
2.95
1.42
-
1.63
27. Pool to Pool Spacing 18.0 m / 59.0 ft 12.0 m / 39.4 ft 35 m / 115 ft
28. Ratio of Pool to Pool Spacing to Bankfull
Width 4.42 1.69 5.96
29. Ratio of Lowest Bnk Height to Bankfull Height

(or Max Bankfull Depth) ( Bh low/dmbkl)
0.95
0.76
0.65
The Infernal Teclmical Guicle (nr Stream Work in North Carolina ??eP? hD o-? 13 19

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Project No. 8.1631801 (R-2911E)
Property Owner List
Site Property Name Address
NO. NO. DB and Pg

0 James R. Carscaddon
DB 621 PG 358 5175 Statesville Blvd.
28147
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Charles Glenn Pethel & 5325 Statesville Blvd.
1 O Frances Rabon Bethel Salisbury, N.C. 28144
DB 706 PG 769
Shed Time Inc. & 5350 Statesville Blvd.
O Kenneth I. Schwendinger Salisbury, N.C. 28144
DB 811 PG 495
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: 8.1631801 (R-2911E)
US 70 WIDENING
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STATE OF NORTI-I CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
August 19, 2003
NC Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Attention: Ms. Cynthia Van Der Wiele
NCDOT Coordinator
LYNDO TIPPET"F
SECRETARY
iNETUND31401 MP
AUG 2 P moi
1NATER QUALITY SECTION
Subject: R-2911E Response to DWQ ON HOLD Letter; DWQ Project No.
030908
Dear Sir:
On July 21, 2003, a permit application for TIP Project no. R-2911E (DWQ Project no.
030908) was submitted to DWQ. This letter addresses each item in your July 23, 2003
"on hold" letter regarding the widening of US 70 in Rowan County. A copy is attached
for your convenience.
1. The planting plan for woody vegetation for the natural channel design is enclosed.
2. NCDOT has committed to preserving the relocated stream and associated riparian
buffer area. NCDOT's Design Services Unit is in the process of preparing a right of
way revision sheet and plan that will then be submitted to NCDOT's Division 9
Right of Way Office. The Division Right of Way Office will then proceed in
purchasing the additional right of way needed to preserve the relocated stream and
associated riparian buffer area.
According to NCDWQ Policies on Stream Mitigation Options and Associated
Macrobenthos Monitoring dated May 10, 2000 and updated March 16, 2001
(http://l12o.enr.state.nc.us/ncwctlands/stmimito.htm), monitoring plans will not be a mandatory
requirement for compensatory stream restoration projects affecting 500 linear feet or
less. The stream relocation with natural channel design totals 180 linear feet.
Therefore, the NCDOT does not propose biological monitoring at this site. However,
the NCDOT will provide photographic monitoring for one growing season following
planting to ensure that appropriate tree survival and stabilization have taken place. An
"as-built" of the stream will be provided upon completion of the project.
4. The use of the Ecosystem Enhancement Program is now permitted. A Memorandum
of Agreement was signed on July 22, 2003 with the North Carolina Department of
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
Environment and Natural Resources.
If you have any further questions, please contact Matt Haney at [phone].
Sincerely,
Gregory J. Thorpe, Ph.D., Manager
Project Development & Environmental Analysis Branch
cc: Mr. John Dorney, Division of Water Quality
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Ms. Debbie Barbour, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. John Sullivan, FHWA
Mr. S.P. Ivey, P.E., Division Engineer
Ms. Diane Hampton, DEO
Mr. David Franklin, USACE, Wilmington
Mr. William Gilmore, P.E., EEP, Raleigh
?U` `1 p 1
' William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
O G
`
Cq r ?(? Alan W. Klimek, P.E., Director
i
> D
vision of Water Quality
.? Coleen H. Sullins, Deputy Director
Division of Water Quality

July 23, 2003
Rowan. County
DWQ Project No. 030908
TIP Project No. R-
US 70 widening from 0.4 miles west of SR 1953
CERTIFIED MAIL: Return receipt reauested
Mr. Gregory J. Thorpe, Ph.D., Manager ?0* 5 7V
C
NCDOT Project Development & Environmental Analysis Branch Q?
1548 Mail Service Center ?y .p Dt?sta 4 C ?k
Raleigh, NC 27699-1548 <; ?ZMc µjGMN -gxty
v??NALy?
Dear Dr. Thorpe: T
The Division of Water Quality staff has reviewed your submittal of an application for an Individual §401
Water Quality Certification for the aforementioned project on July 21, 2003. The Application was
deficient in the following areas:
1. Although the on-site stream relocation has been designed using natural channel design, the
plan did not include information regarding the planting plan in the 50-foot vegetated buffer
area. Mitigation credit cannot be given without this buffer. Please provide a planting plan
for woody vegetation.
2. The proposed stream relocation is located outside of the right-of-way. Since the on-site stream
relocation is proposed as compensatory mitigation for project impacts, the relocated stream and
associated riparian buffer areas must be preserved in perpetuity through a preservation easement or
some other legally binding mechanism or agreement. The above_easement or other legally binding
mechanism or agreement must be in place before any mitigation credit shall be given. Please provide
DWQ with a copy of this agreement.
NCDOT is reminded that physical and biological monitoring plans shall be followed and reports shall
be submitted to this Office after the first year for a total of five (5) years for this on-site stream
relocation.
4. This project proposes to use the Ecological Enhancement Program to make up the balance of
compensatory mitigation needs. Issues relating to use of the Ecosystem Enhancement Program (EEP)
have been resolved. To date, an MOU has not been signed with DENR. Until that MOU has been
developed and signed, DWQ will be unable to permit the utilization of the EEP for this project. Use
of the Wetlands Restoration Program (WRP) to provide compensatory mitigation for this project is
acceptable to DWQ.
Pursuant to 15A NCAC 2H.0507(a)(3), the permit application is placed on hold until we are supplied the
necessary information and the Public Notice received and comment period ended. Furthermore, until the
information is received by the NC Division of Water Quality, we request (by copy of this letter) that the
US Army Corps of Engineers continue to place the permit application on hold.

N. C. 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)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service ft: 1-877-623-6748
We look forward to working with you to expedite the processing of your permit application. If you have
any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.1786.
Sincerely,
John R. Dorney
Water Quality Certification Program
cc: Wilmington District Corps of Engineers
Eric Alsmeyer, Corps of Engineers Raleigh Field Office
NCDWQ Mooresville Regional Office
File Copy
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
August 19, 2003
NC Division of Water Quality WETADS1401 GOP
1650 Mail Service Center
Raleigh, NC 27699-1650 AUG x 0 ?003
Attention: Ms. Cynthia Van Der Wiele ???poKITYSPON
NCDOT Coordinator 'Glll?l?.
Subject: R-2911E Response to DWQ ON HOLD Letter; DWQ Project No.
030908
Dear Sir:
On July 21, 2003, a permit application for TIP Project no. R-2911E (DWQ Project no.
030908) was submitted to DWQ. This letter addresses each item in your July 23, 2003
"on hold" letter regarding the widening of US 70 in Rowan County. A copy is attached
for your convenience.
1. The planting plan for woody vegetation for the natural channel design is enclosed.
2. NCDOT has committed to preserving the relocated stream and associated riparian
buffer area. NCDOT's Design Services Unit is in the process of preparing a right of
way revision sheet and plan that will then be submitted to NCDOT's Division 9
Right of Way Office. The Division Right of Way Office will then proceed in
purchasing the additional right of way needed to preserve the relocated stream and
associated riparian buffer area.
3. According to NCDWQ Policies on Stream Mitigation Options and Associated
Macrobenthos Monitoring dated May 10, 2000 and updated March 16, 2001
(http://h2o.enr.state.nc.us/ncwetiands/stmimito.htm), monitoring plans will not be a mandatory
requirement for compensatory stream restoration projects affecting 500 linear feet or
less. The stream relocation with natural channel design totals 180 linear feet.
Therefore, the NCDOT does not propose biological monitoring at this site. However,
the NCDOT will provide photographic monitoring for one growing season following
planting to ensure that appropriate tree survival and stabilization have taken place. An
"as-built" of the stream will be provided upon completion of the project.
4. The use of the Ecosystem Enhancement Program is now permitted. A Memorandum
of Agreement was signed on July 22, 2003 with the North Carolina Department of
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
Environment and Natural Resources.
If you have any further questions, please contact Matt Haney at [phone].
Sincerely,
Gregory J. Thorpe, Ph.D., Manager
Project Development & Environmental Analysis Branch
cc: Mr. John Dorney, Division of Water Quality
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Ms. Debbie Barbour, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. John Sullivan, FHWA
Mr. S.P. Ivey, P.E., Division Engineer
Ms. Diane Hampton, DEO
Mr. David Franklin, USACE, Wilmington
Mr. William Gilmore, P.E., EEP, Raleigh
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

\ Alan W. Klimek, P.E., Director
> ?1 Division of Water Quality
5 .? Coleen H. Sullins, Deputy Director
Division of Water Quality

July 23, 2003
Rowan . County
DWQ Project No. 030908
TIP Project No. R-
US 70 widening from 0.4 miles west of SR 1953 t T1 IMQ
CERTIFIED MAIL: Return receipt reauested
Mr. Gregory J. Thorpe, Ph.D., Manager l tw 5 I'll 0
NCDOT Project Development & Environmental Analysis Branch Q.
1548 Mail Service Center DN00" 5 A-
Raleigh, NC 27699-1548 ?r REVEL
Dear Dr. Thorpe: M?'NTAL ANP
The Division of Water Quality staff has reviewed your submittal of an application for an Individual §401
Water Quality Certification for the aforementioned project on July 21, 2003. The Application was
deficient in the following areas:
1. Although the on-site stream relocation has been designed using natural channel design, the
plan did not include information regarding the planting plan in the 50-foot vegetated buffer
area. Mitigation credit cannot be given without this buffer. Please provide a planting plan
for woody vegetation.
2. The proposed stream relocation is located outside of the right-of-way. Since the on-site stream
relocation is proposed as compensatory mitigation for project impacts, the relocated stream and
associated riparian buffer areas must be preserved in perpetuity through a preservation easement or
some other legally binding mechanism or agreement. The above easement or other legally binding
mechanism or agreement must be in place before any mitigation credit shall be given. Please provide
DWQ with a copy of this agreement.
NCDOT is reminded that physical and biological monitoring plans shall be followed and reports shall
be submitted to this Office after the first year for a total of five (5) years for this on-site stream
relocation.
4. This project proposes to use the Ecological Enhancement Program to make up the balance of
compensatory mitigation needs. Issues relating to use of the Ecosystem Enhancement Program (EEP)
have been resolved. To date, an MOU has not been signed with DENR. Until that MOU has been
developed and signed, DWQ will be unable to permit the utilization of the EEP for this project. Use
of the Wetlands Restoration Program (WRP) to provide compensatory mitigation for this project is
acceptable to DWQ.
Pursuant to 15A NCAC 211.0507(a)(3), the permit application is placed on hold until we are supplied the
necessary information and the Public Notice received and comment period ended. Furthermore, until the
information is received by the NC Division of Water Quality, we request (by copy of this letter) that the
US Army Corps of Engineers continue to place the permit application on hold.
mmr? a??.?j rPw
N. C. 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)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service 4: 1-877-623-6748
We look forward to working with you to expedite the processing of your permit application. If you have
any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.1786.
Sincerely, f?
1 John R. Domey
Water Quality Certification Program
cc: Wilmington District Corps of Engineers
Eric Alsmeyer, Corps of Engineers Raleigh Field Office
NCDWQ Mooresville Regional Office
File Copy
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPE'T71'
GOVERNOR SECRETARY
August 19, 2003
NC Division of Water Quality 4ETADS1401 C UP
1650 Mail Service Center
Raleigh, NC 27699-1650 AUG 2 ;) 2003
Attention: Ms. Cynthia Van Der Wiele NATERQUALI'1 T SGV1 ON
NCDOT Coordinator
Subject: R-2911E Response to DWQ ON HOLD Letter; DWQ Project No.
030908
Dear Sir:
On July 21, 2003, a permit application for TIP Project no. R-2911E (DWQ Project no.
030908) was submitted to DWQ. This letter addresses each item in your July 23, 2003
"on hold" letter regarding the widening of US 70 in Rowan County. A copy is attached
for your convenience.
1. The planting plan for woody vegetation for the natural channel design is enclosed.
2. NCDOT has committed to preserving the relocated stream and associated riparian
buffer area. NCDOT's Design Services Unit is in the process of preparing a right of
way revision sheet and plan that will then be submitted to NCDOT's Division 9
Right of Way Office. The Division Right of Way Office will then proceed in
purchasing the additional right of way needed to preserve the relocated stream and
associated riparian buffer area.
3. According to NCDWQ Policies on Stream Mitigation Options and Associated
Macrobenthos Monitoring dated May 10, 2000 and updated March 16, 2001
(http://h2o.enr.state.nc.us/newetiands/stmimitg,h , monitoring plans will not be a mandatory
requirement for compensatory stream restoration projects affecting 500 linear feet or
less. The stream relocation with natural channel design totals 180 linear feet.
Therefore, the NCDOT does not propose biological monitoring at this site. However,
the NCDOT will provide photographic monitoring for one growing season following
planting to ensure that appropriate tree survival and stabilization have taken place. An
"as-built" of the stream will be provided upon completion of the project.
4. The use of the Ecosystem Enhancement Program is now permitted. A Memorandum
of Agreement was signed on July 22, 2003 with the North Carolina Department of
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWWDORDOT.STATE.NC.US RALEIGH NC
RALEIGH NC 27699-1548
Environment and Natural Resources.
If you have any further questions, please contact Matt Haney at [phone].
Sincerely,
Gregory J. Thorpe, Ph.D., Manager
Project Development & Environmental Analysis Branch
cc: Mr. John Dorney, Division of Water Quality
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Ms. Debbie Barbour, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. John Sullivan, FHWA
Mr. S.P. Ivey, P.E., Division Engineer
Ms. Diane Hampton, DEO
Mr. David Franklin, USACE, Wilmington
Mr. William Gilmore, P.E., EEP, Raleigh
?U` _1Y
O G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
?
f ?(? Alan W. Klimek, P.E., Director
> y Division of Water Quality
.? Coleen H. Sullins, Deputy Director
Dlvlslon of Water Quality

July 23, 2003
Rowan. County
DWQ Project No. 030908 MOM"
TIP Project No. R- ?tV & -
US 70 widening from 0.4 miles west of SR 1953 t IMIG
CERTIFIED MAIL: Return receipt requested
Mr. Gregory J. Thorpe, Ph.D., Manager I tow 5 I'll g
NCDOT Project Development & Environmental Analysis Branch Q?
1548 Mail Service Center • ct`' -'o DNts1o pys
Raleigh, NC 27699-1548 QNIG,
Q
?MNTAI ANP?yS
Dear Dr. Thorpe:
The Division of Water Quality staff has reviewed your submittal of an application for an Individual §401
Water Quality Certification for the aforementioned project on July 21, 2003. The Application was
deficient in the following areas:
1. Although the on-site stream relocation has been designed using natural channel design, the
plan did not include information regarding the planting plan in the 50-foot vegetated buffer
area. Mitigation credit cannot be given without this buffer. Please provide a planting plan
for woody vegetation.
The proposed stream relocation is located outside of the right-of-way. Since the on-site stream
relocation is proposed as compensatory mitigation for project impacts, the relocated stream and
associated riparian buffer areas must be preserved in perpetuity through a preservation easement or
some other legally binding mechanism or agreement. The above easement or other legally binding
mechanism or agreement must be in place before any mitigation credit shall be given. Please provide
DWQ with a copy of this agreement.
3. NCDOT is reminded that physical and biological monitoring plans shall be followed and reports shall
be submitted to this Office after the first year for a total of five (5) years for this on-site stream
relocation.
4. This project proposes to use the Ecological Enhancement Program to make up the balance of
compensatory mitigation needs. Issues relating to use of the Ecosystem Enhancement Program (EEP)
have been resolved. To date, an MOU has not been signed with DENR. Until that MOU has been
developed and signed, DWQ will be unable to permit the utilization of the EEP for this project. Use
of the Wetlands Restoration Program (WRP) to provide compensatory mitigation for this project is
acceptable to DWQ.
Pursuant to 15A NCAC 2H .0507(a)(3), the permit application is placed on hold until we are supplied the
necessary information and the Public Notice received and comment period ended. Furthermore, until the
information is received by the NC Division of Water Quality, we request (by copy of this letter) that the
US Army Corps of Engineers continue to place the permit application on hold.

N. C. 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)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service H: 1-877-623-6748
We look forward to working with you to expedite the processing of your permit application. If you have
any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.1786.
Sincerely,
John R. Domey
Water Quality Certification Program
cc: Wilmington District Corps of Engineers
Eric Alsmeyer, Corps of Engineers Raleigh Field Office
NCDWQ Mooresville Regional Office
File Copy
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DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Raleigh Regulatory Field Office 'h ?U0J
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615-6814
(Web page - http://www.saw.usace.army.mil/wetlands/index.htm)
w &c # 311-31
Action ID. 200221536
August 22, 2003
PUBLIC NOTICE
The North Carolina Department Of Transportation, Division Of Highways, 1548 Mail Service
Center, Raleigh, North Carolina 27699-1548, has applied for a DEPARTMENT OF THE
ARMY (DA) PERMIT pursuant to SECTION 404 OF THE CLEAN WATER ACT to authorize
the proposed discharge of dredged and fill material impacting 377 linear feet of stream, for
construction of Section E of the US 70 widening (T.I.P. No. R-291 1E), crossing Setman Branch,
from 0.4 miles west of SR 1953 (Kepley Road) to US 601 (Jake Alexander Boulevard), west of
Salisbury, in Rowan County, North Carolina.
The following description of the work is taken from data provided by the applicant. Plans
submitted with the application show the placement of fill material impacting a total of 377 linear
feet of stream, in the Yadkin River basin. These impacts are necessary for the construction of
Section E of the US 70 widening (T.I.P. No. R-2911E). The proposed highway widening will
extend 3.8 miles, from 0.4 miles west of SR 1953 (Kepley Road) to US 601 (Jake Alexander
Boulevard). The highway will begin at an existing two-lane section of US 70, at the western end
of the project, and widen US 70 to a minimum four-lane, 18-foot median divided curb and gutter
roadway, with 14-foot outside pedestrian lanes, to the project's eastern end, where it ties into a
five-lane section of US 70.
The proposed work is the easternmost section of five sections of the US 70 improvements
(T.I.P. No. R-2911), extending from US 601, west of Salisbury, in Rowan County, to SR 2318,
east of Statesville, in Iredell County. NCDOT is currently in planning for the four westernmost
section, which are proposed for construction in the years following construction of Section E.
NCDOT states that the E section of the US 70 improvements, which is included in this
application, has independent utility because it can stand alone as a functioning project, and thus
can be permitted and constructed independently of the other unpermitted sections.
The project will involve fill impacts to 377 linear feet of stream channel at one location.
NCDOT proposes to extend an existing 8 foot by 6 foot box culvert, causing the loss of 197
linear feet of channel, and to relocate an additional 180 linear feet'of channel on the north side of
US 70, using natural stream channel design, to include planting stream banks with trees and
shrubs. No wetlands will be impacted by the proposed project.
NCDOT is proposing to use to the North Carolina Ecosystem Enhancement Program to
provide compensatory mitigation for the stream impacts from the culvert extension for this
project.
The purpose of the work is to increase traffic carrying capacity and to improve safety, for
this portion of the US 70 corridor. The applicant has considered several alternatives to the
proposed project. In addition, the applicant has,committed to measures to avoid and minimize
wetland and stream impacts, including not using heavy equipment or storing construction
supplies in or near surface waters, using minimal median widths, and burying the culvert at least
one foot below the stream bed.
Plans showing the proposed construction are included with this public notice. Additional
detailed plans and information may be reviewed at the U.S. Army Corps of Engineers Regulatory
Field Office at 6508 Falls of Neuse Road, Suite 120, Raleigh, North Carolina 27615-6846, or at
the offices of the North Carolina Division of Water Quality at the address shown below.
The State of North Carolina will review this public notice to determine the need for the
applicant to obtain any required State authorization. No Department of the Army permit will be
issued until the coordinated State viewpoint on the proposal has been received and reviewed by
this agency, nor will a Department of the Army permit be issued until the North Carolina
Division of Water Quality has determined the applicability of a Water Quality Certificate as
required by PL 92-500.
This application is being considered pursuant to Section 404(b) of the Clean Water Act
(33 U.S.C. 1344). Any person may request, in writing within the comment period specified in
the notice, that a public hearing be held to consider this application. Requests for public hearing
shall state, with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register
of Historic Places for the presence or absence of registered properties, or properties listed as
being eligible for inclusion therein, and the project does not impact any registered property or
property listed as being eligible for inclusion in the Register. Consultation of the National
Register constitutes the extent of cultural resource investigations by the District Engineer.
NCDOT has conducted surveys for architectural and archaeological resources, and has
coordinated with the North Carolina State Historic Preservation Officer (SHPO). SHPO has
concurred that the project will not have any effect on architectural or archaeological resource
properties eligible for inclusion in the Register. The District Engineer is otherwise unaware of
the presence of such resources. Presently, unknown archeological, scientific, prehistoric, or
historical data may be lost or destroyed by work under the requested permit.
The District Engineer is not aware, based on available information, that the activity will
affect species, or their critical habitat, designated as endangered or threatened pursuant to the
Endangered Species Act of 1973.
2
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity and its intended use on the public
interest. Evaluation of the probable impacts which the proposed activity may have on the public
interest requires a careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the proposal must be
balanced against its reasonably foreseeable detriments. The decision whether to authorize a
proposal, and if so the conditions under which it will be allowed to occur, are therefore
determined by the outcome of the general balancing process. That decision should reflect the
national concern for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative effects thereof.
Among those are conservation, economics, aesthetics, general environmental concerns, wetlands,
cultural values, fish and wildlife values, flood hazards, flood plain values, land use, navigation,
shore erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property ownership,
and, in general, the needs and welfare of the people. For activities involving the placement of
dredged or fill materials in waters of the United States, a permit will be denied if the discharge
that would be authorized by such permit would not comply with the Environmental Protection
Agency's 404(b)(1) guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District Engineer determines that it
would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State, and local
agencies and officials; Indian Tribes, and other interested parties in order to consider and
evaluate the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition, or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on endangered species,
historic properties, water quality, general environmental effects, and the other public interest
factors listed above. Comments are used in preparation of an Environmental Assessment and/or
Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the overall public
interest of the proposed activity.
Generally, the decision whether to issue this DA permit will not be made until the North
Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification
required by Section 401 of the Clean Water Act. The NCDWQ considers whether or not the
proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act. The
application and this public notice for the DA permit serves as application to the NCDWQ for
certification.
Additional information regarding the Clean Water Act certification may be reviewed at
the offices of the Wetlands /401 Unit, North Carolina DENR, Division of Water Quality, 2321
Crabtree Boulevard, Raleigh, North Carolina. Copies of such materials will be furnished to any
person requesting copies upon payment of reproduction costs.
3
All persons desiring to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Department of Environment
and Natural Resources, Division of Water Quality, 1650 Mail Service Center, Raleigh, NC
27699-1650, on or before Spetemberl5, 2003, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in
this office, Attention: Eric Alsmeyer, until 4:15 p.m., September 22, 2003, or telephone 919-
876-8441, extension 23.
4
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PROJECT: 8.1631801 (R-2911E)
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Project No. 8.1631801 (R-2911E)
Property Owner List
Site Property Name Address
NO. NO. DB and Pg

O/ James
DB R. Carscaddon
621 PG 358
5175 Statesville Blvd.
Salisbury, N.C. 28147
Charles Glenn Pethel &
5325 Statesville Blvd
1 O Frances Rabon Bethel .
DB 706 PG 769 Salisbury, N.C. 28144

O Shed
Kenneth Time Inc. &
I. Schwendinger 5350 Statesville Blvd.
Salisbury, N.C. 28144
DB 811 PG 495
N.C. DEPT.OF TRANSPORTATI
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: 8.1631801 (R-2911E)
US 70 WIDENING
SHrrT _ _f 017t 12.
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DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615-6814
(Web page - http://www.saw.usace.army.mil/wetlands/index.htm)
Action ID. 200221536
iVETG4 "8101 GROUP
AUG 2 8 ZO(1,?
#ATER111mamm
August 22, 2003
PUBLIC NOTICE
The North Carolina Department Of Transportation, Division Of Highways, 1548 Mail Service
Center, Raleigh, North Carolina 27699-1548, has applied for a DEPARTMENT OF THE
ARMY (DA) PERMIT pursuant to SECTION 404 OF THE CLEAN WATER ACT to authorize
the proposed discharge of dredged and fill material impacting 377 linear feet of stream, for
construction of Section E of the US 70 widening (T.I.P. No. R-291 IE), crossing Setman Branch,
from 0.4 miles west of SR 1953 (Kepley Road) to US 601 (Jake Alexander Boulevard), west of
Salisbury, in Rowan County, North Carolina.
The following description of the work is taken from data provided by the applicant. Plans
submitted with the application show the placement of fill material impacting a total of 377 linear
feet of stream, in the Yadkin River basin. These impacts are necessary for the construction of
Section E of the US 70 widening (T.I.P. No. R-2911 E). The proposed highway widening will
extend 3.8 miles, from 0.4 miles west of SR 1953 (Kepley Road) to US 601 (Jake Alexander
Boulevard). The highway will begin at an existing two-lane section of US 70, at the western end
of the project, and widen US 70 to a minimum four-lane, 18-foot median divided curb and gutter
roadway, with 14-foot outside pedestrian lanes, to the project's eastern end, where it ties into a
five-lane section of US 70.
The proposed work is the easternmost section of five sections of the US 70 improvements
(T.I.P. No. R-2911), extending from US 601, west of Salisbury, in Rowan County, to SR 2318,
east of Statesville, in Iredell County. NCDOT is currently in planning for the four westernmost
section, which are proposed for construction in the years following construction of Section E.
NCDOT states that the E section of the US 70 improvements, which is included in this
application, has independent utility because it can stand alone as a functioning project, and thus
can be permitted and constructed independently of the other unpermitted sections.
The project will involve fill impacts to 377 linear feet of stream channel at one location.
NCDOT proposes to extend an existing 8 foot by 6 foot box culvert, causing the loss of 197
linear feet of channel, and to relocate an additional 180 linear feet'of channel on the north side of
US 70, using natural stream channel design, to include planting stream banks with trees and
shrubs. No wetlands will be impacted by the proposed project.
NCDOT is proposing to use to the North Carolina Ecosystem Enhancement Program to
provide compensatory mitigation for the stream impacts from the culvert extension for this
project.
The purpose of the work is to increase traffic carrying capacity and to improve safety, for
this portion of the US 70 corridor. The applicant has considered several alternatives to the
proposed project. In addition, the applicant has committed to measures to avoid and minimize
wetland and stream impacts, including not using heavy equipment or storing construction
supplies in or near surface waters, using minimal median widths, and burying the culvert at least
one foot below the stream bed.
Plans showing the proposed construction are included with this public notice. Additional
detailed plans and information may be reviewed at the U.S. Army Corps of Engineers Regulatory
Field Office at 6508 Falls of Neuse Road, Suite 120, Raleigh, North Carolina 27615-6846, or at
the offices of the North Carolina Division of Water Quality at the address shown below.
The State of North Carolina will review this public notice to determine the need for the
applicant to obtain any required State authorization. No Department of the Army permit will be
issued until the coordinated State viewpoint on the proposal has been received and reviewed by
this agency, nor will a Department of the Army permit be issued until the North Carolina
Division of Water Quality has determined the applicability of a Water Quality Certificate as
required by PL 92-500.
This application is being considered pursuant to Section 404(b) of the Clean Water Act
(33 U.S.C. 1344). Any person may request, in writing within the comment period specified in
the notice, that a public hearing be held to consider this application. Requests for public hearing
shall state, with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register
of Historic Places for the presence or absence of registered properties, or properties listed as
being eligible for inclusion therein, and the project does not impact any registered property or
property listed as being eligible for inclusion in the Register. Consultation of the National
Register constitutes the extent of cultural resource investigations by the District Engineer.
NCDOT has conducted surveys for architectural and archaeological resources, and has
coordinated with the North Carolina State Historic Preservation Officer (SHPO). SHPO has
concurred that the project will not have any effect on architectural or archaeological resource
properties eligible for inclusion in the Register. The District Engineer is otherwise unaware of
the presence of such resources. Presently, unknown archeological, scientific, prehistoric, or
historical data may be lost or destroyed by work under the requested permit.
The District Engineer is not aware, based on available information, that the activity will
affect species, or their critical habitat, designated as endangered or threatened pursuant to the
Endangered Species Act of 1973.
1
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity and its intended use on the public
interest. Evaluation of the probable impacts which the proposed activity may have on the public
interest requires a careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the proposal must be
balanced against its reasonably foreseeable detriments. The decision whether to authorize a
proposal, and if so the conditions under which it will be allowed to occur, are therefore
determined by the outcome of the general balancing process. That decision should reflect the
national concern for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative effects thereof.
Among those are conservation, economics, aesthetics, general environmental concerns, wetlands,
cultural values, fish and wildlife values, flood hazards, flood plain values, land use, navigation,
shore erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property ownership,
and, in general, the needs and welfare of the people. For activities involving the placement of
dredged or fill materials in waters of the United States, a permit will be denied if the discharge
that would be authorized by such permit would not comply with the Environmental Protection
Agency's 404(b)(1) guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District Engineer determines that it
would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State, and local
agencies and officials; Indian Tribes, and other interested parties in order to consider and
evaluate the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition, or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on endangered species,
historic properties, water quality, general environmental effects, and the other public interest
factors listed above. Comments are used in preparation of an Environmental Assessment and/or
Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the overall public
interest of the proposed activity.
Generally, the decision whether to issue this DA permit will not be made until the North
Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification
required by Section 401 of the Clean Water Act. The NCDWQ considers whether or not the
proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act. The
application and this public notice for the DA permit serves as application to the NCDWQ for
certification.
Additional information regarding the Clean Water Act certification may be reviewed at
the offices of the Wetlands /401 Unit, North Carolina DENR, Division of Water Quality, 2321
Crabtree Boulevard, Raleigh, North Carolina. Copies of such materials will be furnished to any
person requesting copies upon payment of reproduction costs.
3
All persons desiring to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Department of Environment
and Natural Resources, Division of Water Quality, 1650 Mail Service Center, Raleigh, NC
27699-1650, on or before Spetemberl5, 2003, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in
this office, Attention: Eric Alsmeyer, until 4:15 p.m., September 22, 2003, or telephone 919-
876-8441, extension 23.
4

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N.C. DEPT. OF TRANSPORTATION
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PROJECT: 8.1631801 (R-2911E)
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Project No. 8.1631801 (R-2911E)
Property Owner List
Site Property Name Address
NO. NO. DB and Pg

O/ James
DB R. Carscaddon
621 PG 358
5175 Statesville Blvd
Salisbury, N.C. 28147
Charles Glenn Pethel &
5325 Statesville Blvd
1 O France s Rabon Bethel
DB 706 PG 769 Salisbury, N.C. 28144

O Shed
Kenneth Time Inc. &
I. Schwendinger 5350 Statesville Blvd
Salisbury
N
28144
C
DB 811 PG 495 ,
.
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N.C. DEPT. OF TRANSPORTAT
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: 8.1631801 (R-2911E
US 70 WIDENING
SHEET OF -t 12
O?O? W A T ?9QG
MichAel F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E., Director
Division of Water Quality
Q Coleen H. Sullins, Deputy Director
Division of Water Quality
July 23, 2003
Rowan County
DWQ Project No. 030908
TIP Project No. R-291 1E
US 70 widening from 0.4 miles west of SR 1953 to US 601
CERTIFIED MAIL: Return receipt requested
Mr. Gregory J. Thorpe, Ph.D., Manager
NCDOT Project Development & Environmental Analysis Branch
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
The Division of Water Quality staff has reviewed your submittal of an application for an Individual §401
Water Quality Certification for the aforementioned project on July 21, 2003. The Application was
deficient in the following areas:
1. Although the on-site stream relocation has been designed using natural channel design, the
plan did not include information regarding the planting plan in the 50-foot vegetated buffer
area. Mitigation credit cannot be given without this buffer. Please provide a planting plan
for woody vegetation.
2. The proposed stream relocation is located outside of the right-of-way. Since the on-site stream
relocation is proposed as compensatory mitigation for project impacts, the relocated stream and
associated riparian buffer areas must be preserved in perpetuity through a preservation easement or
some other legally binding mechanism or agreement. The above easement or other legally binding
mechanism or agreement must be in place before any mitigation credit shall be given. Please provide
DWQ with a copy of this agreement.
3. NCDOT is reminded that physical and biological monitoring plans shall be followed and reports shall
be submitted to this Office after the first year for a total of five (5) years for this on-site stream
relocation.
4. This project proposes to use the Ecological Enhancement Program to make up the balance of
compensatory mitigation needs. Issues relating to use of the Ecosystem Enhancement Program (EEP)
have been resolved. To date, an MOU has not been signed with DENR. Until that MOU has been
developed and signed, DWQ will be unable to permit the utilization of the EEP for this project. Use
of the Wetlands Restoration Program (WRP) to provide compensatory mitigation for this project is
acceptable to DWQ.
Pursuant to 15A NCAC 211.0507(a)(3), the permit application is placed on hold until we are supplied the
necessary information and the Public Notice received and comment period ended. Furthermore, until the
information is received by the NC Division of Water Quality, we request (by copy of this letter) that the
US Army Corps of Engineers continue to place the permit application on hold.
ANAM
89
N. C. 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)
[phone] (phone), 919-733-6893 (fax), (http:Hh2o en r. state. no.us/ncwetlands)
Customer Service #: 1-877-623-6748
We look forward to working with you to expedite the processing of your permit application. If you have
any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.1786.
Sincerely, /
John R. Dorney
Water Quality Certification Program
cc: Wilmington District Corps of Engineers
Eric Alsmeyer, Corps of Engineers Raleigh Field Office
NCDWQ Mooresville Regional Office
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t:\ncdot\x2911 a\profllo\r2911at_00.pfl
$DATE$ $TIME$
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$DATE$ $TIME$
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?d Y u u..
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite120
Raleigh, North Carolina 27615
July 18, 2003
ATTN.: Mr. Eric Alsmeyer
NCDOT Coordinator
LYNDO TIPPETT
SECRETARY
?'osiao1 c

NERQUALITYSECTI
ON
Subject: Individual Permit Application for US 70 widening to a multi-lane facility
from 0.4 miles west of SR 1953 (Kepley Road) to US 601 (Jake Alexander
Boulevard) in Salisbury. Rowan County. State Project No. 8.1631801.
Federal Aid Project STP-70(39). TIP No. R-2911 E. $475.00 to Work
Order 8.1631801 (WBS Element 34408.1.1).
The North Carolina Department of Transportation (NCDOT), Division of Highways, in
consultation with the Federal Highway Administration (FHWA) proposes to widen US 70
in Rowan County, from 0.4 miles west of SR 1953 (Kepley Road) to US 601 (Jake
Alexander Boulevard) in Salisbury. The proposed project is approximately 3.8 miles in
length, and will provide a four-lane, 18-foot median divided curb and gutter roadway
with 14-foot outside pedestrian lanes for the entire length. A 100-foot right-of-way is
proposed. The current design consists of a two to three-lane (24-48 feet), 80-foot right-
of-way with 2 to 8-foot shoulders.
Summary of Impacts: Impacts to jurisdictional areas of R-2911 E consist of a total of
377.2 linear feet of stream channel at Setman Branch. The impacts consist of
extending the existing culvert by 196.8 feet and the relocation of 180.4 linear feet of
channel downstream of the culvert. The channel relocation will be done as a natural
stream design, which will serve as on-site mitigation for 180.4 linear feet of the total
impacts leaving 196.8 feet of channel impacts that will require off-site mitigation. No
jurisdictional wetlands or riparian buffers were identified along R-2911 E.
Summary of Mitigation: Throughout the NEPA and design process this project has
been designed to avoid and minimize impacts to jurisdictional areas. Specific strategies
are detailed elsewhere in this document. Highlights include widening US 70 along the
existing roadway, and relocating a 180.4 linear foot section of Setman Branch using
natural channel design.
r?;

The necessary compensatory mitigation to offset the remaining 196.8 linear feet of
unavoidable impacts to waters that are jurisdictional under the Federal Clean Water Act
will be provided by the NCDENR Ecosystem Enhancement Program (EEP).
Project Schedule
Construction of R-2911 is divided into five sections as described in Table 1. Section E,
the subject of this permit application, is scheduled to be let on December 16, 2003.
Section A near Statesville is scheduled to be January 20, 2004. The remaining sections
B, C, and D are scheduled for construction in 2008, 2004, and 2004 respectively.
Permit drawings for section E are included in this application. Permit drawings for the
remaining sections will be provided under a separate cover as the design for these
sections is completed.
Table 1. Project Sections and Scheduling
Section Project Limits Scheduled Let
Date
R-2911A SR 2318 in Iredell County to the Rowan County January 20, 2004
Line
R-2911 B Rowan County Line to SR 1743 October 21,2008
R-2911 C SR 1743 to SR 1739, Rowan County November 16,
2004
R-2911 D SR 1739 to 0.4 miles west of SR 1953, Rowan October 19
2004
Count ,
R-2911 E 0.4 miles west of SR 1953 to US 601, Rowan December 16,
Count 2003
Purpose and Need
The purpose of this project is to increase traffic carrying capacity and to improve safety
by widening US 70 from the existing two to three-lane facility to a four-lane roadway.
The proposed roadway will provide a continuous multi-lane facility into Salisbury in
conformance with Thoroughfare plans for Salisbury. US 70 is classified as a Major
Arterial for Rowan County, and serves as an arterial thoroughfare for commuters
traveling between Statesville, Cleveland, and Salisbury. Section E of R-2911 is the
eastern end of the 19-mile long US 70 improvement project from Statesville to
Salisbury.
NEPA Document Status
An Environmental Assessment (EA) for R-2911 was submitted by NCDOT in
compliance with the National Environmental Policy Act. The EA was approved on May
7, 1999. A Finding of No Significant Impact (FONSI) for R-2911 was approved on
December 21, 2000. The documents addressed the entire length of the R-2911 project,
the relocation and widening of the existing US 70 from SR 2318 (Pop Basinger Road) in
Statesville to US 601 in Salisbury. The EA explains the purpose and need for the
project; provides a description of the alternatives considered; and characterizes the
social, economic, and environmental effects. After the EA was approved it was
circulated to federal, state, and local agencies. Copies of the EA and FONSI have been
provided to regulatory review agencies involved in the approval process. Additional
copies will be provided upon request.
Independent Utility
According to 23 CFR 771.111(f), "...in order to ensure meaningful evaluation of
alternatives and to avoid commitments to transportation improvements before they are
fully evaluated, the action evaluated... shall:
(1) Connect logical termini and be of sufficient length to address
environmental matters on a broad scope;
(2) Have an independent utility or independent significance, i.e., be usable
and be a reasonable expenditure even if no additional transportation
improvements in the area are made; and,
(3) Not restrict consideration of alternatives for other reasonably foreseeable
transportation improvements."
The proposed project is needed to connect projects from US 70 in Statesville to US 70
in Salisbury that are recently completed or to be completed in the near future. The
western terminus will tie into a section of US 70 west of SR 1953 (Kepley Road) that will
be completed in 2007 (TIP Project R-2911 D). The eastern terminus will tie into the
existing 5-lane curb and gutter roadway in Salisbury. The locations of the proposed
project's termini have been coordinated with other programmed TIP projects in the area.
The locations of this project's termini do not preclude the development and assessment
of multiple alternates for other programmed TIP projects in the area. In this regard, the
proposed project demonstrates logical termini and independent utility.
This project can stand alone as a functioning project and is designed to be compatible
with other TIP projects in the area. The environmental impacts of the other projects will
be fully evaluated in separate environmental documents. NCDOT has determined this
project meets the criteria set forth in 23 CFR 771.111(f).
Resource Status
Wetland and Stream Delineations: Stream classification and delineations for R-2911 E
were field verified by Mr. Eric Alsmeyer on October 18, 2002. No jurisdictional wetlands
were identified along R-2911 E.
The attached permit application package consists of drawings depicting jurisdictional
impacts and natural channel design of the channel relocation at Setman Branch. As
previously mentioned, the construction of R-2911 E will involve 377.2 linear feet of
impacts to jurisdictional streams.
R-2911 E Characterization of Jurisdictional Sites:
Streams
Within Section R-2911 E only one stream, Setman Branch, is traversed. This stream is
in Hydrologic Unit 03040102 of the Yadkin River Basin. Jurisdictional stream
information is presented in Table 2. Setman Branch is approximately 6 feet in width, 0.;
feet deep, and has a sand and gravel substrate. Setman Branch is described as an E6
stream type in the Rosgen stream classification system. R-2911 E will impact a total of
377.2 linear feet of stream channel at Setman Branch. The impacts consist of extendin(
the existing culvert by 196.8 feet and the relocation of 180.4 linear feet of channel
downstream of the culvert. The channel relocation will be done as a natural stream
design, which will serve as on-site mitigation for a 180.4 linear feet of total impacts
leaving 196.8 feet of channel impacts that will require off-site mitigation.
Table 2. Jurisdictional Stream Information Sections R-2911 E

Impact Natural
Stream
Site Station Length Stream Stream DWQ ID No. Class./Mitigation
(ft) Design Name Ratio
ft

1 -L- 8+35 Lt/
2
377
180.4 Setman
12-108-21-4-1 Perennial/2:1
-L- 9+49 Rt . Branch
This stream is not a 303d stream.
Protected Species
Plants and animals with federal classification of Endangered (E), Threatened (T),
Proposed Endangered (PE), and Proposed Threatened (PT) are protected under
provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as
amended. The United States Fish and Wildlife Service (USFWS) lists two federally
protected species for Rowan County as of the February 2003 listing. The Bald eagle
(Haliaeetus leucocephalus) is listed as Threatened (Proposed for delisting), and
Schweinitz's sunflower (Helianthus schweinitzii) is listed as Endangered. No suitable
habitat for the bald eagle exists within the project study area; therefore, a biological
conclusion of No Effect has been issued. Suitable habitat does occur for Schweinitz's
sunflower. A survey for the species was conducted in Fall of 2002. No populations
were observed during the survey. A biological conclusion of Not Likely to Adversely
Affect has been issued for this species. We are now in the process of seeking
concurrence from USFWS for this biological conclusion.
Cultural Resources
There are no eligible National Register properties within the vicinity of Section E. A
survey of archaeological resources within the entire R-2911 corridor resulted in 20
potential historic period archaeological sites. Of these 20, two are listed as "unknown a
this time", one was "not evaluated", two were "possibly eligible", and fourteen were
recommended as "not eligible". After the initial investigation, it was required that
additional archaeological investigations take place. This was conducted July 19, 2002
through July 27, 2002. A letter from SHPO states that all sites are described as lacking
4
integrity, and not eligible for listing. Therefore, this project is in compliance with Section
106 of the National Historic Preservation Act provided it is implemented consistent with
the conditions of the NCSHPO.
FEMA Compliance
The project has been coordinated with appropriate state and local officials and the
Federal Emergency Management Agency (FEMA) to assure compliance with FEMA,
state, and local floodway regulations.
Wild and Scenic River System
The project will not impact any Designated Wild and Scenic Rivers or any rivers
included in the list of study rivers (Public Law 90-542, as amended).
Indirect and Cumulative Impacts
An Indirect and Cumulative Effects report was completed by HNTB on May 22, 2003. A
copy of this report has been sent to the Division of Water Quality.
Mitigation Options
The Corps of Engineers has adopted, through the Council on Environmental Quality
(CEQ), a wetland mitigation policy that embraces the concept of "no net loss of
wetlands" and sequencing. The purpose of this policy is to restore and maintain the
chemical, biological, and physical integrity of the Waters of the United States. Mitigation
of wetland and surface water impacts has been defined by the CEQ to include: avoiding
impacts, minimizing impacts, rectifying impacts, reducing impacts over time and
compensating for impacts (40 CFR 1508.20). Executive Order 11990 (Protection of
Wetlands) and Department of Transportation Order 5660.1A (Preservation of the
Nations Wetlands), emphasize protection of the functions and values provided by
wetlands. These directives require that new construction in wetlands be avoided as
much as possible and that all practicable measures are taken to minimize or mitigate
impacts to wetlands.
AVOIDANCE AND MINIMIZATION: The NCDOT is committed to incorporating all
reasonable and practicable design features to avoid and minimize jurisdictional impacts,
and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional
impacts. Avoidance measures were taken during the planning and NEPA compliance
stages; minimization measures were incorporated as part of the project design.
Avoidance: No staging of construction equipment or storage of construction
supplies will be allowed in or near surface waters.
Minimization: Minimization includes the examination of appropriate and
practicable steps to reduce the adverse impacts. Minimization techniques were
implemented as follows:
Median Width: The project was designed using a 18-foot median width.
Pipe Culvert Design: Pipe culvert and box culvert inverts are to be buried one
foot below the stream bed where feasible, depending on the relative elevations of
the stream bed. All pipe culverts and box culverts will maintain the normal
stream flow and channel characteristics. This design will allow unimpeded
passage by fish and other aquatic organisms.
BMP's: In order to minimize potential impacts, NCDOT's Best Management
Practices for the Protection of Surface Waters will be enforced during the
construction phase of the project. This will include:
1. installation of temporary silt fences, dikes, and earth berms to control runoff
during construction
2. placement of temporary ground cover or re-seeding of disturbed sites to
reduce runoff and decrease sediment loadings
3. reduction of clearing along streams
Site 1 Station 8+35 to 9+49 -L-: Natural Channel Design: Stream relocation will occur
at Setman Branch for 180.4 feet (plan drawing sheet 4A). Natural Channel Design will
be utilized to construct an E5 type stream channel. Channel characteristics will
resemble those of a reference reach downstream of the impacted site. Channel banks
will be planted with trees and shrubs similar to those found along the reference reach.
The design is detailed on permit drawing sheet 11 of 12. The natural channel design
was reviewed and approved at the permit drawing review meeting held on September
19, 2002. A Natural Channel Design Report is provided in this application.
COMPENSATION: The primary emphasis of the compensatory mitigation is to
reestablish a condition that would have existed if the project were not built. As
previously stated, mitigation is limited to reasonable expenditures and practicable
considerations related to highway operation. Mitigation is generally accomplished
through a combination of methods designed to replace wetland functions and values
lost as a result of construction of the project. These methods consist of creation of new
wetlands from uplands, borrow pits, and other non-wetland areas; restoration of
wetlands; and enhancement of existing wetlands. Where such options may not be
available, or when existing wetlands and wetland-surface water complexes are
considered to be important resources worthy of preservation, consideration is given to
preservation as at least one component of a compensatory mitigation proposal.
FHWA STEP DOWN COMPLIANCE: All compensatory mitigation must be in
compliance with 23 CFR Part 777.9, "Mitigation of Impacts" that describes the
actions that should be followed to qualify for Federal-aid highway funding. This
process is known as the FHWA "Step Down" procedures:
1. Consideration must be given to mitigation within the right-of-way and
should include the enhancement or restoration of existing wetlands
and / or streams and the creation of new wetlands in the highway
median, borrow pit areas, interchange areas and along the roadside.
2. Where mitigation within the right-of-way does not fully offset wetland or
stream losses, compensatory mitigation may be conducted outside the
right-of-way including enhancement, creation, and preservation.
6
Based upon the agreements stipulated in the "Memorandum of Agreement Among the
North Carolina Department of Environment and Natural Resources, the North Carolina
Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington
District" (MOA), it is understood that the North Carolina Department of Environment and
Natural Resources Ecosystem Enhancement Program (EEP) will assume responsibility
for satisfying the federal Clean Water Act compensatory mitigation requirements for
NCDOT projects that are listed in Exhibit 1 of the subject MOA during the EEP transition
period which ends on June 30, 2005.
Since the subject project is listed in Exhibit 1, the necessary compensatory mitigation to
offset unavoidable impacts to waters that are jurisdictional under the federal Clean
Water Act will be provided by the EEP. The offsetting mitigation will derive from an
inventory of assets already in existence within the same 8-digit cataloguing unit. The
Department has avoided and minimized impacts to jurisdictional resources to the
greatest extent possible as described above. The remaining, unavoidable impacts to
196.8 feet of jurisdictional streams will be offset by compensatory mitigation provided by
the EEP program.
Regulatory Approvals
Application is hereby made for a Section 404 Individual Permit as required for the
above-mentioned activities. By copy of this letter, we are also requesting a 401 Water
Quality Certification. In compliance with Section 143-215.3D(e) of the NCAC we will
provide $475.00 to act as payment for processing the Section 401 permit application as
previously noted in this application (see Subject line). Seven copies of the application
are being provided to the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, for their review.
Thank you for your assistance with this project. If you have any questions or need any
additional information about this project, please contact Mr. Matt Haney at (919) 715-
1428.
Sincerely,
Gregory J. Thorpe, Ph.D., Environmental Management Director,
,JO7 Project Development and Environmental Analysis Branch
Enclosure
cc: Mr. John Dorney, Division of Water Quality (7 copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Jay Bennett, P.E., Roadway Design
Mr. Omar Sultan, Programming and TIP
Ms. Debbie Barbour, P.E., Highway Design
Mr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. S.P. Ivey, P.E., Division 9 Engineer
Ms. Diane Hampton, P.E., Division 9 DEO
Mr. David Franklin, USACE, Wilmington
Mr. William D. Gilmore, P.E., EEP, Raleigh
Ms. Kathy Mattews, USEPA
Mr. John F. Sullivan, III, FHWA
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-003
(33 CFR 325) Expires December 31, 2004
Public reporting burden for this collection of Information is estimated to average 10 hours per response, although the majority of applications should
require 5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed,
and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
Information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.
Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction
over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: Rivers and Harbors Act, Section 10, 33 USC 403: Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries
Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine
Uses: This Information may be shared with the Department of Justice and other federal, state, and local government agencies. Submission of
requested information Is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that Is not completed in full will be returned.
ITEMS 1 THRU 4 TO BE ILLED BY THE CORPS
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
ITEMS BELOW TO BE F LLED BYAPPLICAN
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required)
North Carolina Department of Transportation
Project Development & Environmental Analysis
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
1548 Mail Service Center
Raleigh, NC 27699-1548
7. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE
a. Residence a. Residence
b. Business 919-733-3141 b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon
request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions
US 70 Widening from 0.4 miles west of SR 1953 to US 601 in Salisbury, Rowan County, NC
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Setman Branch
14. PROJECT STREET ADDRESS (if applicable)
15. LOCATION OF PROJECT
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Section, Township, Range, Lat/Lon, and/or Accessors's Parcel Number, for example.
See cover letter
17. DIRECTIONS TO THE SITE
See vicinity map associated with permit drawings
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Proponent: CECW-OR)
18. Nature of Activity (Description of project, include all features)
Widening of US 70 from a two to three-lane facility to a four-lane roadway. The project is 3.8 miles long and will provide a media
and gutter roadway with 14-foot outside pedestrian lanes.
R-2911 E of the project will involve one stream crossing, impacting 377.2 linear feet of stream channel. Natural channel design
relocate 180.4 linear feet of the channel below the road crossing.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Public transportation. To increase traffic capacity and safety by widening the roadway. US 70 is designated as a Major Thor
on the Salisbury Thoroughfare Plan and is classified as a Major Arterial for Rowan County.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Roadway fill, pipe/culvert construction
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Roadway fill
22. Surface Area In Acres of Wetlands or Other Waters Filled (see instructions)
Stream impact: 377.2 ft perennial
Stream impact needing mitigation: 377.2 ft
23. Is Any Portion of the Work Already Complete? Yes _ No X IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a suppi
See listing of property owners associated with permit drawings
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Applicatioi
AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
Would include but is not restricted to zoning, building, and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this appl
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authoriz
of t
ff ), he applicant. , n 1
S TURE OF AP i T DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly at
agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States k
and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent state
representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or er
be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE (Prop

DCOJAI 00/1 ICnT

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SCALE
5 0 1 KM
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: 8.1631801 (R-2911E)
US 70 WIDENING
SHEET OF 13 12 / 04 / 01
ROWAN OU TY
SEE I NSI
6ELUN
WETLAND LEGEND
---WLB---- WETLAND BOUNDARY
WETLAND
® DENOTES FILL IN
WETLAND
® DENOTES FILL IN
SURFACE WATER
® DENOTES FILL
SURFACE WATER
R
(POND)
® DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
® DENOTES TEMPORARY
FILL IN SURFACE
WATER
• DENOTES MECHANIZED
• CLEARING
- BZ - RIPARIAN BUFFER ZONE
?-- F- FLOW DIRECTION
TB TOP OF BANK
WE EDGE OF WATER
C PROP. LIMIT OF CUT
F PROP. LIMIT OF FILL
-? PROP. RIGHT OF WAY
NG
NATURAL GROUND
PL PROPERTY LINE

- TDE - TEMP. DRAINAGE
EASEMENT
- PDE - PERMANENT DRAINAGE

M EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
WATER SURFACE

X
X
X LIVE STAKES
X
X

?
/ BOULDER
-
-
- COIR FIBER ROLLS
N.C. DEPT. OF TRANSPOF
DIVISION OF HIGHVI
ROWAN COUNT'
PROJECT: 8.1631801 (R-
US 70 WIDENING
SHEET 2 OFI'D
PROPOSED BRIDGE
PROPOSED BOX CULVERT
PROPOSED PIPE CULVERT
(DASHED LINES DENOTE
EXISTNG STRUCTURES)
Cl3 SINGLE TREE
WOODS LINE
DRAINAGE INLET
ROOTWAD
RIP RAP
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
,k,
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I
NATURAL STREAM DESIGN SEE I
TABLE
SHEET 10 OFA12 ANDSDETAILNSHEETT II OF 12 a
SETMAN BRANCH
c I?
F F`-
375 2GI
-- M -- s -re- \ F= ---- I
?.? • +Ex157ING N/
F PERENNIAL
PROPOSED US 70 D •dm ... .... Exit uNC R/n -
WESTBOUND s _
2c1 8+6b-? zcl 9+40 - -
,r•,_„?•,..,, ti _ -- ' 7 US 7d '.._:.yl? .. - _-
N/n _-.... .__..
- ?-- ..f "SING PROPOSED
M ,? t ,_??..., , •.t.? ? I - -- -. _ EASTBOUND ? -
f
1 [ j _ -'? `-'. l ..- C STING R/n
SETMAN BRANCH - »--
2GI
375 F
2GI F--
?, ?c^l f, ??,
\ \? I PERENNIAL
}? ,:.?,-?.,.:..?..-tip'..?"`+/r ." ?I ?l l I `t ?'? ?'S 1:7
1 ,
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N.C. DEPT. OF TRANSPORTATION
PLAN VIEW W DIVISION OF HIGHWAYS
SITE I ROWAN COUNTY
PROJECT: 8.1631801 (R-2911E)
10 0 20 DENOTES FILL IN S' S US 70 WIDENING
SURFACE WATERS
SHEET OF ?? 10/04/02
NCDOT Project No. £.1631803
TAT No. R-291 1 E
Rowan County, NC
Portion of US 70 From S R I 953 (Kepley Road)
to US 601 (Jake Alexander Blvd.) in Salisbury, NC
NATURAL STREAM DESIGN
SETMAN BRANCH
Left of Project Station 8+60 -L-
Prepared by:
TranSite Consulting Engineers, Inc.
1300 Paddock Dr., Suite G 10
Raleigh, NC 27609
Shect UI ??
NATURAL STREAM DESIGN
SETMAN BRANCH
Left of Project Station 8+60 -L-
The widening of US 70 will require that a portion of Setman Branch be relocated from left o
Project Station 8+35 to left of Project Station 8+85. The proposed stream will be 55 meter!
(180') in length starting at the outlet of the proposed 1 @ 2.43m x 1.89m (8'x 6') RCBC
extension and continue downstream intersecting the existing stream in a bend. The propose(
stream relocation is designed according to "natural channel" design principles proposed by Dav(
Rosgen.
This portion of Setman Branch drains 181 hectares (447 acres) in Rowan County and is locate(
within the Piedmont Physiographic Region. Existing land use in the drainage basin i.
predominantly low density residential with commercial along US 70. "Zoning Maps for Rowai
County indicate that development within the drainage basin is expected to be predominantl:
commercial, business and low density residential.
There is no hydraulic data available on this stream. Discharges were estimated using procedure
outlined in USGS Water-Resources Report 96-4084, Estimation of Flood-Frequenc,
Characteristics of Small Urban Watersheds in North Carolina.
EXISTING STREAM
•N
The existing stream along the reach from the outlet of the existing 2.43m x 1.89m (8'x 6') RCB(
to a point approximately 50 meters (164') downstream has been altered by the construction of U;
70 in the left overbank and commercial development in the right overbank. In the right overbanl,
the floodplain vegetation has been removed and a gravel lot constructed up to the top of banl'
The existing stream was surveyed in detail to determine it's morphological characteristics. Thes
characteristics include bankfull discharge, width, depth and area.
Based on the field survey data gathered, this stream reach was classified as a G5c stream. Th
bed material for this reach was found to be predominantly a medium sand with some gravel. Th
Shect 5 of, 13
HEC-RAS computer model was used to determine the hydraulic characteristics of the stream such
as velocity, shear stress and stream power.
REFERENCE REACH
Because of the altered state of the existing stream and since the NC Stream Restoration Institute
does not currently have regional curves or equations for urban areas within the piedmont region, a
"reference reach" of the stream was also surveyed in detail to determine its unaltered
morphological characteristics. This natural stream reach is 1 Will (361') in length and is located
downstream of the "existing" reach of Setman Branch. This reach was chosen because it has the
same drainage area as the existing reach. Based on the field survey data gathered, this stream
reach was classified as an E5 stream. Design and morphological data for the Existing, Reference
and Proposed streams are shown in the "Morphological Measurement Table".
PROPOSED STREAM
The proposed stream is designed to have an E5 classification. The gradient for the proposed
stream is controlled upstream by the outlet elevation of the RCBC extension and downstream by
the tie to the existing stream. The proposed stream is designed to retain the bankfull
characteristics of the reference stream including velocities, shear stress/stability and sediment
transport. To facilitate formation of a natural streambed through the RCBC, the upstream and
p downstream inverts will be buried a minimum of 0.3m (1.0').
Proposed stream stabilization is shown on the attached detail sheet. It is anticipated that the
stream banks will be planted with native trees and shrubs above bankfull depth. Class "I" Rip
Rap and filter fabric is required along the outside of the channel bend directly
downstream of the RCBC to protect the channel from erosion. To aid in stability and
reduce stream gradient, cross vane rock weirs with 0.15m (0.5') channel drops will be placed
downstream of all meanders. Along the outside of the bends, root wads will be placed and coir
fiber mat will line both stream banks. The stream bottom will match the characteristics of the
existing channel.
n
Shcet of U
SEDIMENT TRANSPORT ANALYSIS
The proposed stream has a bankfull stream power of 1.30 Ib/ft-s and a shear stress of 0.48 lb/ft' as
compared to 4.42 lb/ft-s and 1.08 lb/ft' for the existing stream. While the proposed values are
less than those of the existing stream, they indicate that the proposed stream will transport the
current sediment load and reduce degradation of the strearn bed and banks. Additionally, the 2-yr
and 10-yr velocities and shear stresses were evaluated and found to be within acceptable limits.
10
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Appendix B Morphological Measurement Table
R-2911 E, Rowan Co.
Variables Existing Channel Proposed Reach USGS Station Reference Reach
1. Stream Type G5c E5 N/A E5
2. Drainage Area (D.A.) 181 ha / 447 ac 181 ha / 447 ac 181 ha / 447 ac
3. Bankfull Width (W bkf) 4.07 m / 13.35 ft 7.11 m / 23.33 ft 5.87 m / 19.3 ft
4. Bankfull Mean Depth (dbkf) 0.94 m / 3.08 ft 0.81 m / 2.66 ft 0.79 m / 2.59 ft
5. Width/Depth Ratio (Wbkf/dbkf) 4.33 8.78 7.43
6. Bankfull Cross-Sectional Area (Abkf) 3.84 m2 / 41.3 ft2 5.75 m? / 61.9 ft2 4.66 m2 /50.2 ft2
7. Bankfull Mean Velocity (Vbkf) 1.25 m/s / 4.10 ft/s 0.83 m/s / 2.72 ft/s 1.03 m/s / 3.38 ft/s
8. Bankfull Discharge (Abkf) 4.80 m3/s / 169 ft3/s 4.80 m3/s / 169 ft3/s 4.80 m3/s / 169 ft3/s
9. Bankfull Max Depth (dmbkf) 1.80 m / 5.91 ft 1.30 m / 4.27 ft 1.10 m / 3.61 ft
10. Width of Floodprone Area (Wfpa) 44 m / 144 ft 34 m / 112 ft 46 m / 151 ft
11. Entrenchment Ratio (WIpa/Wbki) 10.81 4.78 7.84
12. Meander Length (Lm) 24.0 m / 78.7 ft 23.0 m / 75.5 ft 30.0 m / 98.4 ft
13. Ratio of Meander Length to Bankfull Width

(Lm/Wbkf)
5.9
3.23
-
5.11
14. Radius of Curvature (Rc) 6.62 m / 21.7 ft 9.77 m / 32.0 ft 8.63 m / 28.3 ft
15. Ratio of Radius of Curvature to Bankfull Width

(Rc/Wbkf)
1.63
1.37
1.47
16. Belt Width (W bit) 9.0 m / 29.5 ft 11.0 m / 36.1 ft 8.0 m / 26.2 ft
17. Meander Width Ratio (Wblf/Wbkf) 2.21 1.55 1.36
18. Sinuosity (K)
(stream length/valley length) 1.06 1.03 1.06
19. Valley Slope (VS) 1.06% 1.12% 0.94%
20. Average Slope (CS) 1.00% 1.09% 0.89%
21. Pool Slope 0.68% 0.00% 0.80%
22. Ratio of Pool Slope to Average Slope 0.68 0.00 0.90
23. Maximum Pool Depth (dpmaz) 1.80 m / 5.91 ft 1.45 m / 4.76 ft 1.41 m / 4.63 ft
24. Ratio of Pool Depth to Average Bankfull Depth

(dp/dbkf)
1.91
1.79
1.78
25. Pool Width (WO 12.0 m / 39.4 ft 10.1 m / 33.1 ft 9.54 m / 31.3 ft
26. Ratio of Pool Width to Bankfull Width

(W??//??// ry ? • bkf)
2.95
1.42
-
1.63
27. Pool to Pool Spacing 18.0 m / 59.0 ft 12.0 m / 39.4 ft 35 m/ 115 ft
28. Ratio of Pool to Pool Spacing to Bankfull
Width 4.42 1.69 5.96
29. Ratio of Lowest Bnk Height to Bankfull Height

(or Max Bankfull Depth) ( Bh low/dmhkl)
0.95
0.76
0.65
The huetwal Technical Guide Inr Stream Wo i-k bi North Cal-olinu JI.eP-t 10 oJ? i3 1 g

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Project No. 8.1631801 (R-2911E)
Property Owner List
Site Property Name Address
NO. NO. DB and Pg
James R. Carscaddon
5175 Statesville Blvd
O/ DB 621 PG 358 .
Salisbury, N.C. 28147

1
O Charles Glenn Pethel &
Frances Rabon Bethel
5325 Statesville Blvd.
DB 706 PG 769 Salisbury, N.C. 28144

O Shed Time Inc. &
Kenneth I. Schwendinger 5350 Statesville Blvd.
Salisbury
N
C
28144
DB 811 PG 495 ,
.
.
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
ROWAN COUNTY
PROJECT: 8.1631801 (R-2911E)
US 70 WIDENING
SHEET OF-a 12/01/01
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STATE OF NORTH CAROLINA
F ILE r
?!I?E? TMENT OF TRANSPORTATION
N
MICHAEL F. EASLEY
GOVERNOR
June 6, 2003
MEMORANDUM
TO:
John Dorney
DENR-Dept. of Water Quality
FROM:
SUBJECT:
Attached is the final Indirect and Cumulative Effects report for TIP Project No. R-291 1E,
US 70 Widening in Rowan County.
Please let us know if we may be of further assistance.
ASljla
Attachments
Ann Steedly, P.E.
Public Involvement and Community Studies
Final ICE Report - TIP No. - R-2911E, US 70 Widening, Rowan
County.
LYNDO TIPPETT
SECRETARY
-l1`i??!'SmoicOUp
JUN I U 2003
-'??1?L.11???1tI.I1 `10 11,
cc: Alice Gordon, NCDOT-Natural Systems
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
OFFICE OF HUMAN ENVIRONMENT
1583 MAIL SERVICE CENTER
Rai clrw Nr 77F;PcL1AA.A
TELEPHONE: [phone]
FAX: [phone]
WESSITE. WWW.NCDOT.ORG
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPITAL BOULEVARD, SUITE 168
RALEIGH, NC 27604
t
INDIRECT AND CUMULATIVE EFFECTS
ASSESSMENT
TIP R-2911 E
US 70 Widening
Rowan County, North Carolina
Prepared for
North Carolina Department of Transportation
Office of Human Environment
Prepared by:
HNTB North Carolina, PC
2108 South Boulevard
Suite 108
Charlotte, North Carolina 28203
May 22, 2003
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY .....................................................................................1
Growth and Development ..................................................................................................................... 1
Existing Plans and Environmental Regulations .................................................................................... .. 1
1 Existing Reports ................................................................................................................................. .. 2
Potential for Induced Development ..................................................................................................... .. 2
1 II. PROJECT DESCRIPTION ...................................................................................3
III. GROWTH AND DEVELOPMENT .......................................................................3
Identification of Potential Growth Impact Area and Impact Area ......................................................... .. 3

1 Demographics ....................................................................................................................................
Growth and Development ................................................................................................................... .. 4
.. G
IV. EXISTING PLANS AND ENVIRONMENTAL REGULATIONS ..................... .7
Current Transportation Plans .............................................................................................................. .. 7
1 NCDOT Transportation Improvement Program ...............................................................................
Thoroughfare Plan for Rowan County ............................................................................................. .. 7
.. 7
Thoroughfare Plan for Salisbury, Spencer, East Spencer, Granite Quarry, and Faith ......................... .. 7
1 US 70 Corridor Study Between Holly Avenue and Enon Church Road (Draft) .................................
Local Land Use and Zoning Plans ..................................................................................
..................... .. 7
7
..
Salisbury Vision 2020 Comprehensive Plan .................................................................................... .. 7
Zoning Ordinance for the City of Salisbury ..................................................................................... .. 8
Zoning Ordinance for Rowan County ..............................................................................................
Environmental Regulations ................................................................................................................. .. 8
.. 9
V. EXISTING REPORTS ......................................................................................... 10
Previous Conclusions ..........................................................................................................................
Environmental Assessment ............................................................................................................. 10
10
Finding of No Significant Impact .................................................................................................... 10
VI. POTENTIAL FOR INDUCED DEVELOPMENT ............................................. 11

7

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7

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R-2911E, Rowan County
= Indirect and Cumulative Effects Assessuteut
?.i
May 22, 2003
North Carolina Department of Transportation
Office of Human Environment
Preliminary Indirect and Cumulative Impact Effects Report
TIP R-2911E, US 70 Widening, Rowan County
1. EXECUTIVE SUMMARY
The North Carolina Department of Transportation (NCDOT) proposes to widen and
partially relocate US 70 (Statesville Boulevard) from SR 2318 (Fanjoy Road) near
Statesville to a point just west of US 601 (Jake Alexander Boulevard) in Salisbury, North
Carolina. The total length of this proposed project is approximately 19.1 miles, and
improvements are scheduled in five sections (A-E). Sections A and E are the first two of
five sections of TIP R-2911 scheduled for construction. Section E, the approximately 3.5
mile portion of Statesville Boulevard between Kepley Road and the existing lanes just
west of Jake Alexander Boulevard in Salisbury (see Figure 1), is scheduled for
construction in June 2003.
This report is intended to provide a preliminary analysis of the potential for indirect and
cumulative effects associated with TIP R-2911 Section E, and to provide information
requested by the North Carolina Department of Environment and Natural Resources
(DENR), Division of Water Quality (DWQ). The information requested relates to
downstream water quality impacts that may occur as a result of indirect and cumulative
effects of the proposed TIP project and Section 401 Water Quality certification.
Growth and Development
• Between 1990 and 2000, the demographic area (see Figure 2) had a higher population
growth rate (27.9%) than the City of Salisbury (14.6%), Rowan County (17.8%) and
North Carolina (21.4%).
• The demographic area gained 638 jobs (a 14.1% increase), and the majority of these
jobs were in the service sector.
• By 2020, the majority of parcels on the south side of Statesville Boulevard between
Kepley Road and Jake Alexander Boulevard will be serviced by both water and
sewer. The majority of parcels on the north side of Statesville Boulevard are only
considered potential water and sewer service areas.

Existing Plans and Environmental Regulations
• TIP R-291 1E is included in the NCDOT's Transportation Improvement Program, the
Thoroughfare Plan for Salisbury, Spencer, East Spencer, Granite Quarry, and Faith.
In addition, the Salisbury Planning Board Committee conducted a corridor study that
ment
and is com
atible with the S
lisb
Vision
m
a
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p
ay serve
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= R-2911E, Rowan County
Indirect and Cumulative Impact Assessment
Mav 22.2002

0

E

0
R-2911E, Rowan County
Indirect and Cumulative Impact Assessment
Mav 11,1003
R-2911E, Rowan County
-73 1 Indirect and Cumulative Effects Assessuietit
May 22, 2003
2020 Comprehensive Plan. Rowan County does not currently have a Comprehensive
Plan or Land Use Plan.
• Several 100-year floodplains, 500-year floodplains and floodways exist in the
potential growth impact area, but only small portions of the 100-year floodplain of
Grants Creek are located in the impact area. The City of Salisbury regulates
development in the flood hazard area.
• There is a small watershed overlay district on the west side of Enon Church Road.
The City has very nominal development regulations within this watershed overlay
district.
There is a 303(d) stream just outside of the impact area, but inside of the potential
growth impact area. This 303(d) stream, Grants Creek, crosses Statesville Boulevard
approximately one mile west of the intersection at Jake Alexander Boulevard. It does
not appear that Statesville Boulevard/TIP R-291 1E crosses any tributaries of Grants
Creek.
• The Sedimentation and Erosion Control Act requires that any person planning to
disturb more than one acre of land must submit a Sedimentation and Erosion Control
Plan to the North Carolina Division of Land Resources. Local governments may
enforce the Sedimentation and Erosion Control Plan within their jurisdiction.
Existing Reports
• The Enviromnental Assessment (EA) dated May 1999 indicates that the completed
facility (TIP R-291 1E) will provide a more efficient and safer east-west connection
between I-85 in the City of Salisbury and I-77 in the City of Statesville. Indirect and
cumulative impacts do not appear to have been addressed in detail. The EA states that
US 70 is classified as a Major Thoroughfare in the thoroughfare plans of Iredell
County, Statesville and Salisbury, and that the proposed improvements are in
conformance with these thoroughfare plans. According to the EA, there are no High
Quality Waters (HQW), Water Supplies (WS-I or WS-II), or Outstanding Resource
Waters (ORW) within one mile of this project.
• The Finding of No Significant Impact (FONSI) report dated December 21, 2000
indicated that TIP R-291 1E "will not have a significant impact upon the quality of the
human or natural environment."
Potential for Induced Development
• Development induced by TIP R-291 1E should be concentrated primarily near those
intersections for which traffic signals have been proposed, including intersections at
Lash Drive, Majolica Road's realignment with Ashbrook Drive, and Enon Church
Road.
• The evaluation of potential development that could be induced by the widened road,
local regulations and water quality management plans indicate that new development
induced as a result of TIP R-2911E should not substantially deteriorate water quality
in local streams and rivers.
gTA
2
0

0
- R-2911E, Rowan County
- Indirect and Cumidative Effects Assessineut
May 22, 2003
if. PROJECT DESCRIPTION
The North Carolina
Statesville Road near Jake Alexander Boulevard, Salisbury
Department of Transportation
(NCDOT) proposes to widen
and partially relocate
Statesville Boulevard from
SR 2318 (Fanjoy Road) near
- -,- 4 Statesville to a point just west
of Jake Alexander Boulevard
in Salisbury, North Carolina.
The total length of this
proposed project is
approximately 19.1 miles, and
improvements are scheduled
in five parts (A-E). Section E
(approximately 3.5 miles) is the portion of Statesville Boulevard between Kepley Road
and the existing lanes just west of Jake Alexander Boulevard in Salisbury. A four-lane
divided highway with curb and gutter facilities is proposed, and construction is scheduled
to begin in June 2003. TIP R-291113 will also include construction of a new sidewalk on
the north and south side of Statesville Boulevard from Jake Alexander Boulevard to
Hurley School Road, and 14-foot outside lanes (for bicycles) for the entire length of
Section E.
TIP R-2911E is intended to improve carrying capacity and safety along this east-west
connection between I-85 and the City of Salisbury, North Carolina in Rowan County and
I-77 and the City of Statesville, North Carolina in Iredell County. According to the
Envirownental Assessment and the FONSI, the project will result in the relocation of six
residences and two businesses.
111. GROWTH AND DEVELOPMENT
Identification of Potential Growth impact Area and Impact Area
The majority of TIP R-2911 Section E is located in the extraterritorial jurisdiction and/or city
limits of Salisbury. The western third of Section E is located outside of Salisbury's ETJ, but
within the zoning jurisdiction of Rowan County. Rowan County.is situated in the central
Piedmont Region of North Carolina.
The potential growth impact area was established as a three-mile radius around Section E
of R-2911 (see Figure 3). Portions of North Second Creek, Deals Creek and Grants
Creek, as well as several tributaries of these creeks, are within this three-mile radius. The
potential growth impact area includes much of incorporated Salisbury and is located
entirely within Rowan County.
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Indirect and Cumulative Impact Assessment
Mav 21.2003
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North Carolina DOT's and North Carolina DENR's Guidance for Assessing Indirect and
Cumulative Impacts of Transportation Projects in North Carolina indicate that the
development effects of a new highway facility are most often found up to one mile
around a freeway interchange, and up to two to five miles along major feeder roadways to
the interchange. Based on this guidance, an initial review of project area conditions, and
our own professional judgment, it was determined that the potential for growth impact as
a result of this project would mostly be within a three-mile radius of the project. This
three-mile radius, referred to as the potential growth impact area, will determine the data
collection and analysis area, but will not necessarily be the extent to which growth
impacts are expected to occur.
The impact area was established by identifying those areas within the potential growth
impact area that would benefit from time savings as a result of the improved roadway,
and by excluding most flood hazard zones and urbanized or previously built-up areas of
Salisbury (see Figure 3). These flood zones and urbanized areas would be less likely to
experience new growth as a result of TIP R-2911 E.
Demonranhics
The demographic area, as shown in Figure 2, includes 2000 Census Tracts 512.02, 513.03 and
513.04 (which appear to have the same boundaries as 1990 Census Tracts 512.02 and 513.01).
Most of the demographic area is within the potential growth impact area; however, these two
entities are not exactly identical. These Tracts were chosen to illustrate the demographic
characteristics of the local population. As supported by the data in Table I, the City of
Salisbury and Rowan County grew less substantially than North Carolina between 1990 and
2000. This trend is expected to remain consistent over the next two decades. Between 1990
and 2000, the demographic area experienced a higher rate of growth (27.9%) than Salisbury
(14.6%), Rowan County (17.8%) and North Carolina (21.4%). As mentioned previously in
this report, local planners suggest that growth will be concentrated in the southern portion of
the County near the suburbs of Charlotte, and along Statesville Boulevard between Salisbury
and Statesville. Therefore, it may be reasonable to assume that the growth rate in the
nd State
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Table 1. Population Estimates and Proiections. 1980-2020
Sources: US Census Bureau and NC Office of State Plamt ng
Demographic City of
Area Salisbury Rowan Count North Carolina
Population:
1980 N/A N/A 99,186 5,880,095
1990 8,316 23,087 110,605 6,628,637
percentagegrottlh 1980-1990 N/A N/A 11.50110 12.7106
2000 10,635 26,462 130,340 8,049,313
percentage owh 1990-2000 27.9°'0 14.6100 17.8010 21.4°0
Population Projections:
2010 N/A N/A 150,967 9,491,374
percentagegrowh 2000-2010 N/A NM 15.8% 17.9010
2020 N/A N/A 173,269 10,966,138
percentage growh 2010-2020 Mel N/A 14.8100 15.50110
The demographic area gained 638 jobs between 1990 and 2000. This constituted a 14.1%
increase in employment. It is important to note that the services sector gained 690 jobs
(51.7% increase), while the manufacturing sector, wholesale trade and
transportation/public utilities also experienced increases in employment. The retail trade
sector, financial/insurance/real estate services, and agriculture experienced substantial
decreases in employment, while the construction and government sectors remained fairly
consistent between 1990 and 2000.
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Table 2. Employment By Sector
Demoeranhic Area. 1990-2000
I'll-, lovment Chan-e
Sector 1990 2000 41f °io
Construction 360 358 -2 -0.6%
Agriculture 99 44 -55 -55.6%
Mining 0 0 0 0.0%
Manufacturing 1,089 1,215 126 11.6%
Transportation/ Public
Utilities
258
303
45
17.4%
Wholesale Trade 101 200 99 98.0%
Retail Trade 808 657 -151 -18.7%
FIRE 290 179 -111 -38.3%
Services 1,335 2,025 690 51.7%
Government 177 174 -3 -1.7%
Total: 4,517 5,155 638 14.1'%
Source: US Census Bureau

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Growth and Development
Although Rowan County and the City of Salisbury have been experiencing relatively
slow population growth in the last decade, the portion of US 70 within Salisbury's
jurisdiction is considered by
planners to be a primary growth
corridor. Much of the land
immediately adjacent to the road
is built-upon; however, there is
some vacant land on intersecting J roads. Salisbury is located approximately 40 miles from the
City of Charlotte, which is
experiencing rapid population
growth and development. Over Ncw Multi-Family units on Statesville Road
time, some of this development is
expected to filter into the southern
portion of Rowan County.
Local planners have witnessed an upswing in the construction of multi-family residential
units on or near Statesville Boulevard; however, no proposals for future development had
been submitted to the City or County at the time of the site visit and meetings with
planners. According to local planners, the major benefits of TIP R-291 1E will be an
increase in the attractiveness of the corridor and an increase in property values for
adjacent parcels.
Water and sewer services are primarily limited to those areas within the city limits of
Salisbury. Although it is located outside of the City of Salisbury, the Westcliff
subdivision (located on the north side of Statesville Boulevard and just east of Enon
Church Road) appears to have both water and sewer services. According to the Salisbury
Vision 2020 Comprehensive Plan, the Greenleigh subdivision (located on the north side
of Statesville Boulevard and just east of Kepley Road) is also outside of the city limits,
but has water service. The City of Salisbury plans (by 2020) to provide water and sewer
service to the majority of parcels on the south side of Statesville Boulevard between the
city limits boundary and Kepley Road. The majority of parcels on the north side of
Statesville Boulevard (in the same area) are only considered for potential water and sewer
service.
There are tentative plans to build a gas turbine power plant in the western portion of the
County near the intersection of NC 801 and old US 70, but detailed information about the
potential date of construction is not available.
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Indirect and Ctunulative Effects Assessuteut
May 22, 2003
IV. EXISTING PLANS AND ENVIRONMENTAL REGULATIONS
Current Transportation Plans
1 NCDOT Transportation Improvement Program
At the time of submittal of the FONSI in 2000, TIP R-2911 was part of the 2000-2006
NCDOT Transportation Improvement Program. This TIP project remains in the 2004-
20 (Draft) Transportation Improvement Program. The only other proposed TIP project
in the potential growth impact area is a bridge replacement (TIP B-4629) at Second Creek
and SR 2048 or Woodleaf Road. TIP B-4629 is not scheduled for construction until
2006, and therefore it should not impact TIP R-2911E or be impacted by the completion
of TIP R-291113.
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Thoroughfare Plan for Rowan County
The Rowan County Thoroughfare Platt was not available at the time of the site visit and
meetings with planners.
Thoroughfare Plan for Salisbury, Spencer, East Spencer, Granite Quarry, and Faith
The purpose of this plan, dated June 17, 1997, is to document the Thoroughfare Plan for
the Salisbury Planning Area adopted in 1995. TIP R-2911 was included in this plan, and
the proposed cross-section was four-lane with median and five-lane curb and gutter
section in the urban area. TIP R-291 lE proposes 14 foot outside bicycle lanes and
sidewalks. Neither the Bicycle Plan Map, nor the Pedestrian Plan Map includes
provisions for bike or pedestrian facilities along Statesville Boulevard between Jake
Alexander Boulevard and Kepley Road.
US 70 Corridor Study Between Holly Avenue and Enon Church Road at the
Western Entrance into the City of Salisbury (Draft)
The Salisbury Planning Board Committee conducted this corridor study as a precursor to
the proposed widening of US 70 by the NCDOT. The City of Salisbury has been
receiving greater numbers of zoning applications as TIP R-2911E nears construction, and
several properties have been listed "for sale". The Board intends for this document to be
used as a guide for development by incorporating land use, accessibility and streetscape
recommendations that are compatible with the Salisbury Vision 2020 Comprehensive
Plait. Some examples of recommendations include clustering of land uses, buffering,
number of curb cuts, consistency of street trees, lighting, etc. At the time of the site visit
and meetings with planners, the City Council had not adopted the US 70 Corridor Study.
Local Land Use and Zoning Plans
Salisbury Vision 2020 Comprehensive Plan
Although TIP R-291 1E is located only partially within the extraterritorial jurisdiction of
the City or within the city limits of Salisbury, the Salisbury Vision 2020 Comprehensive
Platt serves as a decision-making guide for future growth in and around the City. Rowan
County does not have a comprehensive plan; therefore, there is no specific guide for
future development in the western portion of the TIP R-291 1E corridor.
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May 22, 2003
The Vision 2020 Plan, adopted by the Salisbury City Council in 2001, is a collection of
more than 150 growth management policies, with no specific plan or map for future
growth. The portion of the TIP project within the Salisbury ETJ is considered to be in
the "primary growth area" as designated in the Growth Strategy Map in the Vision 2020
Plan. This area includes properties that have already been developed, and those with the
potential for infill development. The western portion of the TIP project falls within the
"secondary growth area". This area includes properties to which urban services could be
provided with greater difficulty and at a greater cost. Development is expected to be
relatively slower in the "secondary growth area".
Zoning Ordinance for the City of Salisbury
According to the City of Salisbury Geographic Information System (GIS), dated
December 2002, there are ten different zoning districts within Salisbury's ETJ and
adjacent to that portion of Statesville Road from Enon Church Road to Jake Alexander
Boulevard (See Figure 4). There are five residential districts (A-l, R-20, R-8, R-6A and
R-6A-S), one office institutional district (B-1), and four commercial districts (B-CS, B-
RT, B-6-S and B-7).
A-1 is an agricultural district primarily intended for farms and related uses. R-20 and R-8
are single-family residential districts intended for detached dwellings with a density
relative to the lot size. R-6A (and its related special use district R-6A-S) is a multi-
family residential district for detached single-family, two-family and multi-family
dwellings. There is a potential for rezonings to occur that would allow lower density
uses, such as those in the A-1 districts, to be converted to higher density uses; however,
very little (if any) of these lower density uses exist in that part of the impact area within
the Salisbury ETJ.
The B-1 district is intended for service-type businesses that do not keep a stock of goods
for sale or trade on the premises. The B-CS district is intended for convenience service
businesses that serve adjacent neighborhoods, while the B-RT district is a retail trade
business district intended for commercial activities that serve community trade areas.
The B-6-S district is a special use district intended for the retailing of merchandise,
professional and business services, and limited wholesaling and manufacturing. Finally,
the B-7 district is intended for concentrated commercial and retail activity that services a
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Zoning Ordinance for Rowan County
According to the Rowan County Composite Zoning Map, dated August 10, 2001, there
are two different zoning districts outside of Salisbury's ETJ and adjacent to the portion of
Statesville Boulevard from Kepley Road to Enon Church Road. The majority of the land
along this portion of Statesville Boulevard is zoned CBI (Commercial, Business,
Industrial). This zoning district allows for a range of commercial, business and light
industrial activities, and it is generally located in densely developed suburban areas or
along major transportation corridors such as US 70. Most of the land near Athens Drive,
and some of the land between Kepley Road and Goodson Road is zoned RS. The RS
zoning district is a residential suburban district that allows for residential development
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FIGURE 4. ZONING
oW T11PR-2911E
- MINOR ROADS
MAJOR ROADS
- RIVERS &STREAMS
?i SALISBURY ETJ
SALISBURY CITY LIMITS
POTENTIAL GROWTH IMPACT AREA
IMPACTAREA
COMM/BUS11ND
® INDUSTRIAL
MANUFACTURED HOMES
RES SUBURBAN
AGRICULTURE
0 COMMERCIAL
INDUSTRIAL
0 OFFICE(INST
R-15 RES
R-24 RES
R-8 RES
R-6A(S) RES
WATERSHED OVERLAY
PARKS
0.5 0.25 0 0.5 1 11 Miles
MAP SOURCES:
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
US CENSUS
ENVIRONMENTAL SYSTEMS RESEARCH INSTITUTE (ESRI)
CITYOFSALISSURY, NC
ROWAN COUNTY, NC
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with a minimum lot size ranging from 10,000 square feet to 20,000 square feet depending
on the type of services available.
Environmental Regulations
The Yadkin River serves as the boundary between Davie County and Rowan County.
The headwaters for the Yadkin River originates in Virginia, and the river flows
northeasterly for approximately 100 miles before turning to the southeast and eventually
joining with the Uwharrie River (south of Lake Tillery ) to form the Pee Dee River. The
Yadkin River Basin encompasses virtually all of Rowan County. The North Carolina
Division of Water Quality (DWQ) prepared a Yadkin-Pee Dee River Basinwide Water
Quality Management Plan in 1998 in an effort to create long-term water quality
management strategies for local and state officials. A 2003 "draft" was released, but the
DWQ was still receiving comments and had not finalized the document at the time of the
site visit and meetings with planners. Therefore, the 1998 Plan was used for referencing
information for this ICE report.
The purpose of these Water Quality Management Plans is threefold. The DWQ wishes to
identify and restore full use to impaired waters, identify and protect high value resource
waters, and manage pollutants in the basin while accommodating a reasonable amount of
economic growth.
The 303(d) list is a product of the Clean Water Act, which requires states to identify
those waters that do not meet water quality standards or which have impaired uses. If
control strategies for point and nonpoint source pollution exist for impaired waters, they
may be excluded from the 303(d) list. There appears to be only one 303(d) stream in the
potential growth impact area. Grants Creek crosses Statesville Road approximately one
mile west of the intersection at Jake Alexander Boulevard. It does not appear that TIP R-
291 1E crosses any tributaries of Grants Creek, and there do not appear to be any impaired
waters in the impact area.
The EA indicates that there are no High Quality Waters (HQW), Water Supplies (WS-I or
WS-II) or Outstanding Resource Waters (ORW) within one mile of TIP R-2911.
NCDOT staff indicates that Section E will not impact any wetlands; however, it will
impact approximately 400-450 feet of surface waters. The NCDOT is required to apply
for a permit from the Army Corps of Engineers, and they are currently preparing a plan to
mitigate impacts to the surface waters.
Land disturbing activities such as agricultural uses and land development (including
highway construction, residential subdivisions and commercial centers) often cause
degradation of water quality due to increased sedimentation. Numerous government
agencies have implemented programs to limit soil loss and protect water quality related to
sedimentation. The Sedimentation and Erosion Control Act, administered by the North
Carolina Division of Land Resources, requires that any person planning to disturb more
than one acre of land must submit a Sedimentation and Erosion Control Plan to the
Division. Local governments may review and enforce the program within their

R-2911E, Rowan County
Indirect and Cumulative Effects Assessment
May 22, 2003
jurisdiction, but the program has to be as strict as the Division of Land Resources
program. The construction of the proposed improvements would comply with these rules
and regulations.
The City of Salisbury also regulates that all habitable floors and machinery are at least lft
above the flood level in the flood hazard area, or the area that includes the 100-year
floodplains and floodways. The City requires a "no rise" certification for virtually any
construction that takes place within the designated floodway. Several 100-year
floodplains, 500-year floodplains and floodways exist in the potential growth impact
area, but only small portions of the 100-year floodplain of Grants Creek are located in the
impact area. There is also a small watershed overlay district on the west side of Enon
Church Road. The City has very nominal development regulations within this watershed,
and allows approximately two single-family dwelling units per acre.
V. EXISTING REPORTS
Previous Conclusions
Environmental Assessment
The Environmental Assessment dated May 1999 described the proposed project as having
two design alternatives for a widened Statesville Road from Kepley Road in Rowan
County to Jake Alexander Boulevard in Salisbury. No structures have been proposed for
inclusion in the construction of Section E. The completed facility will provide a more
efficient and safer east-west connection between Interstate I-85 in the City of Salisbury
and I-77 in the City of Statesville. Indirect and cumulative impacts do not appear to have
been addressed in detail. The evaluation presented in the final section of this report,
"Potential for Induced Development", will augment the indirect and cumulative impacts
referred to in the EA.
The EA states that US 70 is classified as a Major Thoroughfare in the thoroughfare plans
of Iredell County, Statesville and Salisbury, and that the proposed improvements are in
conformance with these thoroughfare plans. The EA specifies that approximately 2.9
acres of wetlands and 6538 feet of surface waters will be impacted by TIP-2911 in its
entirety. NCDOT engineers point out that Section E will not impact any wetlands;
however, it will impact approximately 400-450 feet of surface waters. The NCDOT is
required to apply for a permit from the Army Corps of Engineers, and a mitigation plan
will be created.
Finding of No Significant Impact
This document was prepared and signed on December 21, 2000. Based on the EA for the
same project, and upon comments from other governmental agencies, the NCDOT and
the Federal Highway Administration determined that this project "will not have a
significant impact upon the quality of the human or natural environment." It was
therefore resolved that no Environmental Impact Statement would be necessary. The
FONSI report does indicate that the Project Development and Environmental Analysis
to
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4 = Indirect and Cumulative Effects Assessunent
May 22, 2003
Branch of the NCDOT is committed to: applying for an individual 401 permit from
DWQ, and including bicycle and pedestrian accommodations for TIP R-2911 E.
Vi. POTENTIAL FOR INDUCED DEVELOPMENT
TIP R-2911 E may induce development at the intersections of Statesville Boulevard and
other minor streets (such as Lash Drive, Majolica Road, and Enon Church Road), and the
vacant tracts of land particularly in the western half of the project corridor. The impact
area, as shown in Figure 3, is relatively small compared to the potential growth impact
area. This is because a number of factors encumber development such as:
• Existing urbanization
• Park districts
• Floodplains
Most likely, the urbanized or previously developed areas of Salisbury (those areas
primarily within the city limits and ETJ of Salisbury) will not experience substantial
development pressure; these areas are already established residential and commercial
districts. In addition, residential uses currently exist along many of the intersecting
roadways. Any development that occurs in the urbanized areas of Salisbury will most
likely be a result of existing development trends and existing infrastructure, not the
completion of the proposed project.
Most of the vacant land within the impact area is zoned for residential or commercial use.
The minimum lot sizes for residential uses range from 8,000 square feet in the more
urban areas, to 20,000 square feet in the more rural portion of the impact area. Therefore,
the potential residential densities of any induced development would be approximately 2-
5 units per acre. The growth rates in the City of Salisbury and Rowan County are
expected to be lower than the State average; however, the demographic area has been
growing at a faster pace than the rest of the County.
The Louis Berger Group, in Guidance for Assessing Indirect and Cumulative Impacts of
Transportation Projects in North Carolina, outlined a set of factors that can be used to
evaluate indirect and cumulative impacts, and to determine if further analysis is
necessary. The following is an assessment of these factors as they apply to R-291 1E.
Yes answers increase the likelihood that additional analysis is warranted.
• Conflict with Local Plan (NO):
Rowan County does not have a Comprehensive Plan or Land Use Plan. The City of
Salisbury does have a Comprehensive Plan, and TIP R-291 1E is not inconsistent with
the goals of this Plan. The EA also states that this project is in conformance with the
Salisbury Thoroughfare Plans.
• Explicit Economic Development Purpose (POSSIBLE):
The NCDOT's purpose for widening Statesville Boulevard is to improve capacity and
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R-2911E, Rowan County
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safety along this east-west connection between I-85 and I-77. Local planners
hope that TIP R-291 lE will increase the attractiveness of the corridor and increase
property values for adjacent parcels, but the project is not being constructed
specifically for that purpose.
o Planned to Serve Specific Development (NO):
Local planners are not aware of any specific development proposals at this time.
Therefore, the widening of Statesville Boulevard will not be built to serve specific
development.
Y Likely to Stimulate Land Development Having Complimentary Functions
(YES):
Although this TIP project is located partially within the city limits of Salisbury, and
within 40 miles of the City of Charlotte, traffic volumes on intersecting roadways are
relatively low, there are no frontage roads, and water and sewer services are limited
outside of the City of Salisbury. This area of Salisbury and Statesville Boulevard is
experiencing higher levels of growth than most other parts of the County.
Y Likely to Influence Intraregional Land Development Location Decisions (YES):
Conditions are somewhat favorable for development because this corridor is
experiencing higher levels of growth than the rest of the County, parts of the project
corridor are already urbanized, and water and sewer can be extended along Statesville
Boulevard if necessary. Most of the induced growth would take place at intersections
and within the Salisbury ETJ, as water and sewer services can be tapped more readily
in this area.
O Notable Feature Present in the Impact Area (NO):
Notable features typically relate to the natural environment, historic or cultural
properties, wildlife habitat, etc. It does not appear from the site visit, or through
evaluation of the EA and FONSI that any historic or cultural properties, or unique
habitats exist near the project site (Section E). Some of the floodplains of Grants
Creek are located in the impact area; however, these floodplains are protected by
development regulations.

Two or three of the six factors above suggest that further analysis of indirect and
cumulative impacts may be warranted. The following table presents a set of quantitative
factors to help evaluate the magnitude of land use and growth impacts induced by
highway projects. These factors include change in accessibility, change in property
values, forecasted growth, land supply vs. demand, water and sewer availability, market
for development and public policy.
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Indirect and Cunirdative Effects Assessinerrt
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Table 3. Magnitude Of Land Use Changes
Change Land
Change ill Supply vs. Water/ Alancct
in Property Forecasted Land Scher For Public
Ratiu , Accessibility Values Growth D.mand Availability M%clo anent Poliev
>3%
Travel Time Annual < 10-Year Current
Savings> 10 > 50% Pop. Supply of Services Extremely Pro-
Strong min. Increase Growth Land Exist High Potential Growth
A
11 X
X X X
X X X
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<1%
Travel Time Annual > 20-Year No Plans
Savings < 10 No Pop. Supply of For Future Extremely Anti-
weak min. Change Growth Land Service Low Potential Growth
Source: Oregon Department of Transportation and I1TITB
Because R-291 lE is only a widening project, it is not expected to improve accessibility.
Travel time savings may improve somewhat, but it does not appear that these time
savings will be substantial. Planners hope that property values for adjacent parcels will
increase as a result of improved aesthetics, but the impact will be very gradual if this does
occur. Growth rates in the demographic area have been relatively higher than the
County, which is forecasted to grow at approximately 1.5% annually. Based on the
assumption that the demographic area will continue to grow at a slightly higher rate than
the County, the forecasted annual growth rate for the impact area will most likely be in
between 1% and 3%. The demands for land and market development are relatively low
to medium. Currently, water and sewer is available within the city limits of Salisbury,
but not in the majority of the impact area. The only factor that ranks high in this ranking
system is public policy. The City of Salisbury appears to be more pro-growth than anti-
growth; however, they do want the growth to occur in an organized and suitable fashion.
Because of the fairly weak rankings of the Louis Berger factors and the factors that
evaluate magnitude for change, and requirements instituted by the Division of Land
Resources and local floodplains regulations, induced development as a result of TIP R-
2911E should not have substantial impact on water quality in the area. The evaluation of
local regulations and water quality management plans indicate that new development
induced as a result of TIP R-291 lE should not substantially deteriorate water quality in
the North Second Creek, Deals Creek or Grants Creek.

13
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I-Iydraulic Design &, Permit Drawings Review Meeting
NCDOT Location and Survey Conference Room
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Subject: Draft Minutes from Interagency Permit Drawing 4C Review
Meeting on September 19, 2002 for R-2911 E (Widening of
US 70), Rowan County
Team Members: Eric Alsmeyer, USACE
Cynthia Van Der Wiele, NCDWQ
Chris Militscher, USEPA
Ted Bisterfeld, USEPA
Marla Chambers, NCWRC
Matt Haney, NCDOT PD&EA
Diane Hampton, NCDOT DEO
Participants: David Chang, NCDOT Hydraulics
Marshall Clawson, NCDOT Hydraulics
Galen Cail, NCDOT Hydraulics
Nidal Albadawi, NCDOT Design Services
The meeting began with the review of the only impacted site on the project, a box culvert
extension with natural stream design at the outlet. The question/comments are
summarized as follows:
1) Morphological Data: Marshall and Galen mentioned that the morphological data for
the natural stream design will require some revisions. The stream design dimensions
will be revised accordingly.
2) Roadway Alignment: There were questions from the agencies about the potential to
shift the alignment to the South, reducing the impact to the downstream. Nidal
informed that an alignment shift to the South would impact a number of houses.
3) Stream Design Limitations: Marshall and Galen mentioned the area available for the
stream relocation is limited to the parking lot of the adjacent business.
Appendix B Morphological Measurement Table f 02_911 E

Variables Existing Proposed USGS Station Reference Reach
Channel Reach
1. Stream type
E5 E5 N/A E5
2. Drainage area
0.70 mi2(1.81km2) 0.70 mi2(1.81km2) 0.70 mi2(1.81km2)
3. Bankfull width - -?
38 ft (11.74m) 29 ft 8.80m 19 ft (5.84m
4. Bankfull mean depth - --
5.8 ft 1.74m 5.6 ft 1.70m 3.6 ft 1.09m
5. Width/depth ratio
6.6 5.4 5.4
6. Bankfull cross-sectional area `V \'7
61.9 ft2(5.75m2) 96.5 ft2(8.97m2) 49.3 ft2(4.58m2)
7. Bankfull mean velocity
5.4 fUs 1.65m/s) 3.6 fUs 1.11 m/s) 4.7 f /s(1.44m/s)
8. Bankfull discharge, cfs
335 ft3/s(9.5m3/s) 353 ft3/s(10.Om3/s) 233 ft3/s(6.6m3/s)
9. Bankfull max depth
6.2 ft 1.9m 6.2 ft 1.9m 5.1 ft 1.55m
10. Width of floodprone area
144 ft 44m) 112 ft 34m) 151 ft(46m)
11. Entrenchment ratio
3.75 3.7 7.88
12. Meander length
82 ft 25m 95 ft(29m) 92 ft 28m)
13. Ratio of meander length to bankfull
width 2.13 3.15 4.79
14. Radius of curvature
26 ft(8.0m) 23 ft(7.0m) 39 ft(11.9m)
15. Ratio of radius of curvature to bankfull
width 0.68 0.76 2.04
16. Belt width
.50 ft 15.2m 53 ft 16.2m) 39 ft 11.9m
17. Meander width ratio
1.29 1.76 2.02
18. Sinuosity (stream length/valley length)
1.07 1.08 1.03
19. Valley slope
1.06°0 1.06% 0.96%
20. Average slope
0.83% 1.25% 0.89%
21. Pool slope
0.68% 1.25°0 0.80%
22. Ratio of pool slope to average slope
0.82 1.00 0.90
23. Maximum pool depth
5.9 ft(1.8m) 6.1 ft(1.85m) 5,7 ft 1.74m)
24. Ratio of pool depth to average
bankfull depth 1.07 1.09 1.59
25. Pool width
39 ft(12.0m) 41 ft 12.5m) 22 ft 6.6m)
26. Ratio of pool width to bankfull width
1.02 1.36 1.13
27. Pool to pool spacing
67 ft 20.5m) 39 ft(12.0m) 115-164ft 35-50m)
28. Ratio of pool to pool spacing to
bankfull width 1.74 1.30 6.00-8.56
29. Ratio of lowest bank height to bankfull
height (or max bankfull depth)

1;1
r? -S?