20091046 Ver 1_Application_20091002

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION'?`''a`er'?
BEVERLY EAVES PERDUE - EUGENE A. JR.
GOVERNOR SECRETARY
September 29, 2009
USACE Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28402-1890
091®46
ATTN: Ms. Kim Garvey
NCDOT Coordinator
Dear Madam:
Subject: Application for Section 404 Nationwide Permits 23 and 33 and Section 401 Water
Quality Certifications 3701 and 3688 for improvements to US 220 (Future 173/74)
from south of NC 134-US 220 Business to north of SR 1462 (Park Drive Extension) in
Randolph County, Federal Aid Project Number IMS-73 (8), State Project No.
8.1572301, Division 8, T.I.P No. 1-4407.
Debit $570.00 from WBS No. 34236.1.1.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade the US 220
(Future I 73/74) corridor to interstate standards in order to improve traffic flow and safety, as
well as to be consistent with the rest of the Congressionally designated corridor. There will be
182 feet of permanent surface water impacts at Sites 1 - 3. These impacts occur as a result of
pipe extensions.
Please see the enclosed copies of the Pre-Construction Notification (PCN), Ecosystem
Enhancement Program (EEP) acceptance letter, USFWS concurrence letter, stormwatcr
management plan, Jurisdictional Determination Forms, permit drawings, and design plans for the
above-referenced project. The Categorical Exclusion (CE) was completed for this project in April
2005 and distributed shortly thereafter. Additional copies are available upon request. This
project was completed as a PCE Type IIB and there have not been substantial changes in project
design or scope. Therefore, consultations with FHWA were not required.
This project calls for a letting date of June 15, 2010 and a review date of April 27, 2010.
However, the let date may advance as additional funds become available.
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] LOCATION:
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 4701 Atlantic Ave..
NATURAL ENVIRONMENT UNIT FAX: [phone] Suite 116
1598 MAIL SERVICE CENTER Raleigh, INC 27604
RALEIGH NC 27699-1598 IVESSITE. H ..NCDOTORG
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A\'; copy of , this permit application will be posted on the NCDOT Website at:
fittp://www.'ncdot.org/doh/preconstruct/pe/. If you have any questions or need additional
information, please call Erica McLamb at [phone].
Sincere
Gre ory .Thorpe, Ph.D.
Environmental Management Director, PDEA
w/attachment ;
Mr. Brian Wrenn, NCDWQ (5 Copies)
W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Tim Johnson, P.E., Division 8 Engineer
Mr. Art King, Division 8 Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Travis Wilson, NCWRC
Mr . Gary Jordan, USFWS
Ms . Karen Reynolds, PDEA
Ms . Beth Harmon, EEP
Mr . Phillip Ayscue, NCDOT External Audit Branch
Page 2 of 2
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O ';;R? T
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit
1b. Specify Nationwide Permit (NW P) number: 23, 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ? Non-004 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ® Yes ? No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Improvements to US 220 (Future 173/74) from south of NC 134-US 220 Business to
north of SR 1462 (Park Drive Extension) in Asheboro, NC.
2b. County: Randolph
2c. Nearest municipality / town: Asheboro
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: 1-4407
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable):
not applicable
3d. Street address: 4701 Atlantic Avenue, Suite 116
3e. City, state, zip: Raleigh, NC 27604
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 35.8822 Longitude: - 79.8205
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 212 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
UT's to Big Branch and Cedar Fork Creek
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Cape Fear
2
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Existing land use in the project area consists of forested land (mixed deciduous-coniferous forest land) with some
disturbed areas (maintained roadsides and agricultural fields). Land use in the project vicinity is comprised of forested
land, disturbed areas, and residential development.
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2048 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to upgrade the US 220 (future 173/74) corridor to interstate standards in order to
improve traffic flow and safety, as well as to be consistent with the rest of the Congressionally designated/NCDOT
Strategic Highway Corridor.
3e. Describe the overall project in detail, including the type of equipment to be used:
Improvements include widening of inside and outside shoulders, pipe extensions, removal of some curb and gutter and
installation of guardrail, per interstate standards. Standard road building equipment, such as trucks, dozers, and cranes
will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
/ project (including all prior phases) in the past?
Comments: Wetland and stream delineations were
completed in September 2004 by HDR Inc., biologists. 3
wetlands and 13 streams were identified in the project study
area. These delineations have not been verified by ? Yes ® No ? Unknown
USACE. A jurisdictional determination request, dated April
7, 2005, was provided to Richard Spencer. The request
packet included the relevent wetland data forms. Richard
Spencer declined to visit the site or verify wetlands and
streams until the permit application was submitted. No
written JD was provided.
4b. If the Corps made the jurisdictional determination, what E] Preliminary E3 Final
type of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained ? Yes ®No ? Unknown
for this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 26. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
Site 1 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 2 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 3 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 4 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 5 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments: There will be no impacts to wetlands resulting from construction of the proposed project.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of Average Impact
number - (PER) or jurisdiction stream length (linear
Permanent (P) or intermittent (Corps - 404, 10 width feet)
Temporary (T) (INT)? DWQ - non-404, (feet)
other)
Site 1 ® P ? T Fill UT to Big Branch ® PER ® Corps 1
5
153 (perm)
Creek ? INT ? DWQ .
Site 2 ®P ®T Fill UT to Big Branch ® PER ® Corps 2
5 18
(perm)
Creek ? INT ? DWQ . 11 (temp)

Site 3 ®P ®T
Fill UT to Cedar Fork ® PER
®Corps
2
11 (perm)
Creek ? INT ? DWQ 30 (temp)
Site 4 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 5 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributa
ry impacts 182 (Perm)
41 (temp)
4
a ,
4. 3i. Comments: Temporary impacts at sites 1, 2, 3 are due to possible construction of temporary erosion control
measures at these sites. Temporary erosion control measures will be implemented as described in NCDOT's "Best
Management Practices for Construction and Maintenance Activities". Permanent impacts at these sites are due to
extensions of culverts at these locations.
5. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number - waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) (if applicable)
or Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
0. Total open water impacts 0 Permanent
0 Temporary
4g. Comments:
6. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes , then individually list all buffer
impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 69.
Buffer impact
number - Reason for impact Buffer mitigation Zone 1 impact Zone 2 impact
Permanent (P) Stream name required? (square feet) (square feet)
or Temporary T
61 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
6
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Filter fabric will be utilized to allow for the complete removal of temporary fill.
Hydraulic design minimizes and avoids impacts to streams by using existing outlets to the maximum extent.
The roadway typical section will match the existing roadway section, which consists of partially grassed shoulders,
wooded or grassed fill slopes and grass lined roadway ditches.
Utilization of 2:1 fill slopes.
Rip rap was used where warranted to reduce erosion at pipe outlets and within roadway ditches.
The three sites where impacts occur are a result of safety improvements that will aid in better highway drainage. The use
of expressway gutter will aid in stabilizing fill slopes.
Project activities primarily occur within the existing roadway footprint and match the existing roadway grade, thereby
avoiding impacts to wetlands and minimizing impacts to jurisdictional streams.
Preformed scour holes will be utilized to reduce erosion and sedimentation.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NCDOT will implement "Best Management Practices for Construction and Maintenance Activities". Appropriate sediment
and erosion control measures will be limited, and stream banks will be immediately revegetated following completion of
grading activities. NCDOT BMP's for the Protection of Surface Waters will be strictly enforced during construction of this
project.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
® Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
31b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ® Yes
4b. Stream mitigation requested: 364 linear feet
4c. If using stream mitigation, stream temperature: ® warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ®No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: ? Yes ? No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? n/a %
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See permit drawings.
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? not applicable
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties

4a
. Which of the following state-implemented stormwaler management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
5b . Have all of the 401 Unit submittal requirements been met? ® Yes ? No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la . Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1b . If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ® Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ® Yes ? No
Comments: CE approved on 04/04/05
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ®No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
not applicable
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ? No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
®Yes ? No
impacts?

5c.
If yes, indicate the USFWS Field Office you have contacted.
Raleigh
®
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Based on NCDOT field surveys, NHP database, and USFWS Website for Randolph County, it has been determined that
the proposed project will have no effect on Endangered Species or Designated Critical Habitat.
Additional surveys for Schweinitz's sunflower on September 8, 2008. No specimens were observed during the 6-man
hour survey. Marginal habitat exists on most of corridor along roadside shoulder/woodland edges. Much of potential
habitat is apparently treated with herbicides and thus has little to no plant growth. No habitat in median as all of this area
is grassed and mowed regularly. However, according to NHP records a population of Schweinitz's sunflower was
observed approximately 0.5 miles east of the project area. Therefore, a revised biological conclusion of "May affect, not
likely to adversely affect, has been issued.
The USFWS concurred with the revised biological conclusion in a memo dated July 29, 2009 (see attached).
10
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ®No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
6. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA.
8c. What source(s) did you use to make the floodplain determination? FEMA Maps

Dr. Gregory J. Thorpe, Ph D
? l4k

C11 z8 0
Applicant/Agent's Printed Name Appli anUAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
II
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En?`?Fiaetment
PROGRAM
July 9, 2009
W. Richard Spencer
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28403
Dear Mr. Spencer:
Subject: EEP Mitigation Acceptance Letter:
14407, Improvements to US 220 (Future I-73/1-74) from South ofNC 1241US
220 Business to North of SR 1462 in Asheboro, Randolph County; Yadkin River
Basin (Cataloging Units 03040103 and 03040104); Central Piedmont (CP) Eco-
Region
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will
provide the compensatory stream mitigation for the unavoidable impact associated with the above
referenced project. As indicated in the NCDOT's mitigation request dated July 8, 2009, stream mitigation
from EEP is required for 182 feet of wane stream impact (I 1 feet in Yadkin 03040103 and 171 feet in
Yadkin 03040104)
Mitigation associated with this project will be provided in accordance with Section X of
Amendment No. 2 to the Memorandum of Agreement between the N. C. Department of Environment and
Natural Resources, the N. C. Department of Transportation, and the U. S. Army Corps of Engineers fully
executed on March 8, 2007 (Tri-Party MOA). EEP commits to implement sufficient compensatory
stream mitigation up to 364 warm stream credits in the appropriate cataloging units to offset the impacts
associated with this project by the end of the MOA year in which this project is permitted. If the above
referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a
new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth Harmon at
919-715-1929.
Sincerely,
?L??? .GY • i?r?CGI ?` L C
William D. Gilmore, P.E.
EEP Director
cc: Mr. Gregory J. Thorpe, Ph.D., NCDOT-PDEA
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File; 1-4407
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PROGRAM
July 9, 2009
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
I-4407, Improvements to US 220 (Future 1-73/74) from South of NC 134/US 220
Business to North of SR 1462 in Asheboro, Randolph County
The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will
provide the compensatory stream mitigation for the subject project. Based on the information supplied by
you on July 8, 2009, the impacts are located in CUs 03040103 and 03040104 of the Yadkin River Basin
in the Central Piedmont (CP) Eco-Region, and are as follows:
Stream - Warm (03040103): 11 feet
Stream - Warm (03040104): 171 feet
EEP commits to implementing sufficient compensatory stream mitigation credits to offset the
impacts associated with this project by the end of the MOA Year in which this project is permitted, in
accordance with Section X of the Amendment No. 2 to the Memorandum of Agreement between the
North Carolina Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the U. S. Army Corps of Engineers, fully executed on March 8, 2007. If the above
referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a
new mitigation acceptance letter will be required from EEP.
If you have any questions or need additional information, please contact Ms. Beth Harmon at
919-715-1929.
?Sincerely,
William D. Gilmore, P.E.
EEP Director
cc: Mr. Richard Spencer, USACE- Wilmington Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: 1-4407
Restores... E?... Proti'ct , our Stag
E. -

" ° r United States Department of the Interior
G'?PP ?yi
s FISH AND WILDLIFE SERVICE
Raleigh Field Office
,o Post Office Box 33726
Rc"''o Raleigh. North Carolina 27636-3726
July 29, 2009
Gregory J. Thorpe, Ph.D.
North Carolina Department of Transportation
Project Development and Environmental Analysis
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Dr. Thorpe:
FILE COPY
This letter is in response to your letter of July 14, 2009 which provided the U.S. Fish and Wildlife
Service (Service) with the biological determination of the North Carolina Department of
Transportation (NCDOT) that the proposed improvements to US 220 (future I-73/74) from south of
NC 134-US 220 Business to north of SR 1462 (Park Drive Extension) in Randolph County (TIP No.
I-4407) may affect, but is not likely to adversely affect the federally endangered Schweinitz's
sunflower (Helianthus schweinitzii). In addition, NCDOT has determined that the project will have
no effect on the federally endangered Cape Fear shiner (Notropis mekistocholas). These comments
are provided in accordance with section 7 of the Endangered Species Act (ESA) of 1973, as amended
(16 U.S.C.1531-1543).
According to information provided, plant surveys were conducted along the project area in
September 2004 and September 2008. No specimens of Schweinitz's sunflower were observed, and
habitat was limited due to regular mowing and herbicide use. No habitat exists in the project area for
the Cape Fear shiner.
Based on survey results and other available information, the Service concurs with your determination
that the project may affect, but is not likely to adversely affect the Schweinitz's sunflower. The
Service also concurs with your determination that the project will have no effect on the Cape Fear
shiner. We believe that the requirements of section 7(a)(2) of the ESA have been satisfied. We
remind you that obligations under section 7 consultation must be reconsidered if. (1) new
information reveals impacts of this identified action that may affect listed species or critical habitat in
a manner not previously considered in this review; (2) this action is subsequently modified in a
manner that was not considered in this review; or (3) a new species is listed or critical habitat
determined that may be affected by this identified action.
The Service appreciates the opportunity to review this project. If you have any questions regarding
our response, please contact Mr. Gary Jordan at [phone] (Ext. 32).
Sinnccerreelryy,
a
Pete Benjamin
Field Supervisor
cc: Kim Garvey, USACE, Wilmington, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Raleigh, NC
John Sullivan, FHWA, Raleigh, NC
David Harris, NCDOT, Raleigh, NC
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the 1D Form Instructional Guidebook.
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington Office, 1-4407
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State-NC County/parish/borough: Randolph City: Asheboro
Center coordinates of site (lat/long in degree decimal format): Lat. 35.62278° N, Long. -7982665°W.
Universal Transverse Mercator:
Name of nearest waterbody: 2 UT's to Big Branch Creek
Name of nearest Traditional Navigable Water (TN W) into which the aquatic resource flows: Uwharrie River
Name of watershed or Hydrologic Unit Code (HUG): 03040104
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Q Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
[3 Office (Desk) Determination. Date:
E] Field Determination. Date(s):
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There SCre;no "navigable waters ojthe U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area [Required]
E] Waters subject to the ebb and flow of the tide.
Q Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are' "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): t
0 TNWs, including territorial seas
El Wetlands adjacent to TNWs
® Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs
Q Non-RPWs that flow directly or indirectly into TNWs
Q Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Q Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
E] Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Q Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. In the review area:
Non-wetland waters: 300 linear feet: 1.5-2.5width (ft) and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: 9'i0bM&Oyolaivl?L
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable).3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes checked below shall be supported by completing the appropriate sections in Section 111 below.
' For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section I11.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section IILB below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section IILB.2 for any onsite wetlands, and Section HLB3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section IILC below.
1. Characteristics of non-TNWs that flow directly or Indirectly into TNW
(i) General Area Conditions:
Watershed size: PkkIds`t
r
Drainage area: iPkk_LA
lst
Average annual rainfall: inches
Average annual snowfall: inches
(it) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary flows through -Q-'r'rl" tributaries before entering TNW.
Project waters are 3iet river miles from TNW.
Project waters are t river miles from RPW.
Project waters are Kick' 'dt aerial (straight) miles from TNW.
'
Project waters are L'idi.'I.3et aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain
Identify flow route to TNW':
Tributary stream order, if known:
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosiotud features generally and in the and
west.
' Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that aoolv):
Tributary is: ? Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Eick-Ust.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/%cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/rifl)e/pool complexes. Explain: -
Tributary geometry: KckGrt
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: PTik st
Estimate average number of flow events in review area/year: KOXiii:
Describe flow regime:
Other information on duration and volume:
Surface flow is: PIckLiei. Characteristics:
Subsurface flow: Ptek'IAst. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWMs (check all indicators that apply):
? clear, natural line impressed on the bank
? changes in the character of soil
? shelving
? vegetation matted down, bent, or absent
? leaf litter disturbed or washed away
? sediment deposition
? water staining
? other (list):
? Discontinuous OHWM.t Explain:
If factors other than the OHWM were used to determ
High Tide Line indicated by: Q
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/characteristics
? tidal gauges
? other (list):
? the presence of litter and debris
? destruction of terrestrial vegetation
? the presence of wrack line
? sediment sorting
? scour
? multiple observed or predicted flow events
? abrupt change in plant community
ne lateral extent of CWAjurisdiction (check all that apply)
Mean High Water Mark indicated by:
? survey to available datum;
? physical markings;
? vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
'A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OH WM has been removed by development or agricultural practices). where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a mck outcrop or through a culvert), the agencies will look for indicators of flow above and below the break
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: fl_* bt. Explain:
Surface flow is: IPOULtt
Characteristics:
Subsurface flow: Jick?[:'Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are PYdc`Uhit river miles from TNW.
Project waters are PkkiW aerial (straight) miles from TNW.
Flow is from: PIdclist.
Estimate approximate location of wetland as within the P&?f::bt floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
• All wetland(s) being considered in the cumulative analysis: PIRTI at
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological Integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TN W?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: The streams display the geomorphic, hydrologic,and biological characteristics of a perennial stream.
0 Tributaries of TNW where tributaries have continuous flow "seasonally (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 300 linear feet 1.5-2.5 width (ft).
0 Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs that flow directly or indirectly into TNWs.
Q Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TN W is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
O Tributary waters: linear feet width (ft).
U* Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Q Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Q Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
0 Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.H and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates forjurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Q Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW arejurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TN Ws.
Q Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general role, the impoundment of a jurisdictional tributary remainsjutisdictional.
Q Demonstrate that impoundment was created from "waters of the U.S.," or
Q Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Q Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):ts
El which are or could be used by interstate or foreign travelers for recreational or other purposes.
Q from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
E] which are or could be used for industrial purposes by industries in interstate commerce.
Q Interstate isolated waters. Explain:
Q Other factors. Explain:
Identify water body and summarize rationale supporting determination:
'See Footnote # 3.
'To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiedon Following Rapanas
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
? Wetlands: acres.
NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
El Waters do not meet the "Significant Nexus" standard, where such a finding is required forjurisdiction. Explain:
0 Other: (explain, if not covered above):
Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
E] Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
? Lakes/ponds: acres.
? Other non-wetland waters: acres. List type of aquatic resource:
? Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required forjurisdiction (check all that apply):
El Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Plan Sheet 6.
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data shcets/delineation report.
? Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Seagrove Quad, 1:24000.
Q USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
M State/Local wetland inventory map(s):
FEMA/FIRM maps:
El 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ? Aerial (Name & Date):
or ? Other (Name & Date):
Q Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
Q Applicable/supporting scientific literature:
? Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD: Wetland and stream delineations were completed in September 2004 by HDR Inc.,
biologists. These delineations have not been verified by USACE. USACE representative Richard Spencer was contacted by HDR in a letter
dated April 7, 2005. Richard Spencer declined to verify wetlands and streams until the permit application was submitted. No written JD was
provided. Streams impacted by the proposed 1-4407 project are perennial streams.
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington Office, 14407
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NC County/parish/borough: Randolph City: Asheboro
Center coordinates of site (]at/long in degree decimal format): Lat. 35.69559° N, Long. -798306° W
Universal Transverse Mercator.
Name of nearest waterbody: UT to Cedar Fork Creek
Name of nearest Traditional Navigable Water (TN W) into which the aquatic resource flows: Uwharrie River
Name of watershed or Hydrologic Unit Code (HUC): 03040103
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
0 Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different 113 form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
0 Office (Desk) Determination. Date:
0 Field Determination. Date(s):
SECTION 11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Pick-L_ ist "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There a "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
0 TN Ws, including territorial seas
0 Wetlands adjacent to TNWs
® Relatively permanent waters' (li that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs -
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
0 Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
0 Impoundments ofjurisdictional waters
0 Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 100 linear feet: 2 width (ft) and/or acres.
Wetlands: acres.
c. Limits boundaries of jurisdiction based on: EW"? I '
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
' For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally-
(e.g., typically 3 months).
'Supporting documentation is presented in Section III.F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section IILB below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TN W
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapauos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TN Ws where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody' is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section I11.B.2 for any onsite wetlands, and Section 111113 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section IILC.below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size:
'tclcJsG7t
Drainage area: iPlek''Llat
Average annual rainfall: - inches
Average annual snowfall: inches
(it) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary flows through _IWt t tributaries before entering TNW.
Project waters are @fek ]Lbtt river miles from TNW.
Project waters are a river miles from RPW.
Project waters are aerial (straight) miles from TNW.
Project waters are aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW':
Tributary stream order, if known:
' Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and emsional features generally and in the and
West.
' Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that apply)'
Tributary is: ? Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: P1ck`Sdst.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/%cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: JI&JLig
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick Clai
Estimate average number of flow events in review area/year: ?iWList
Describe flow regime:
Other information on duration and volume:
Surface flow is: Plck-EIR. Characteristics:
Subsurface flow: hjjk W. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM' (check all indicators that apply):
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list):
? Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
Q High Tide Line indicated by: Q
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/characteristics
? tidal gauges
? other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ne lateral extent of CWA jurisdiction (check all that apply)
Mean High Water Mark indicated by:
? survey to available datum;
? physical markings;
? vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
'A natural or man-made discontinuity in the OHWM does not necessarily severjurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spa" areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Weland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: PldiLlet. Explain:
Surface flow is: _I-c_W4
Characteristics:
Subsurface flow: KIP, Ilet. Explain findings:
? Dye (or other) test performed:
(c) Weiland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are'tek;JAi river miles from TNW.
Project waters are PI t aerial (straight) miles from TNW.
Flow is from: P.iek ..
Estimate approximate location of wetland as within the floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation typelpercent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if anyt
All wetland(s) being considered in the cumulative analysis: 69
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (YIN) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TN Ws, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
I. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section IILD:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section IILD:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section IILD:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
Q TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent toTNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: The stream displays the geomorphic, hydrologic,and biological characteristics of a perennial stream.
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 100 linear feet 2width (fi).
Q Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
Q Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Q Tributary waters: linear feet width (ft).
Q Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Q Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Q Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Q Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section II1.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Q Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TN W are jurisidictional. Data supporting this
conclusion is provided at Section IILC.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Q Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section IILC.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE[ WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
Q which are or could be used by interstate or foreign travelers for recreational or other purposes.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
Q which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:
'See Footnote # 3.
' To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining C WA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps(EPA Memorandum Regarding CWA Act Jurisdiction Following Rapunas.
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Q Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
Q If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Q Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
? Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required forjurisdiction (check all that apply):
El Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Q Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -chocked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Plan Sheet 26.
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters' study:
Q U.S. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Asheboro Quad, 1:24000..
USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
-?Q State/Local wetland inventory map(s):
FEMA/FIRM maps:
[? 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ? Aerial (Name & Date):
or ? Other (Name & Date):
Previous determination(s). File no. and date of response letter:
13 Applicable/supporting case law:
0 Applicable/supporting scientific literature:
Q Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD: Welland and stream delineations were completed in September 2004 by HDR Inc.,
biologists. These delineations have not been verified by USACE. USACE representative Richard Spencer was contacted by HDR in a letter
dated April 7, 2005. Richard Spencer declined to verify wetlands and streams until the permit application was submitted. No written JD was
provided. Streams impacted by the proposed 1-4407 project we perennial streams.
STORMWATER MANAGEMENT PLAN
NCDOT Project 34236 (1-4407) Date: 07/10/09
Randolph County
US 220 (Future I-73/74) from South of NC134/ US220 Business to North of SR 1462
(Park Drive Extension)
Hydraulics Project Manager: Andrew Nottingham, PE
PROJECT DESCRIPTION
The NC Department of Transportation proposes improve safety along 7.9 miles of US
220 near Asheboro. The scope of work includes grading, drainage, paving, guardrail,
lighting, and signing improvements. The same roadway alignment will be followed and
all work will be within the existing right of way. All existing hydraulic structures will be
retained. The typical roadway section will be a divided four-lane highway with paved 10'
outside shoulders and 4' paved inside shoulders. Around off-ramps and at other areas of
high fill, expressway gutter will be added to protect fill slopes from erosion. Expressway
gutter and associated drainage systems will also be added at other areas near the
interchanges to improve drainage. Roadway improvements will result in an additional
impervious area of approximately 6.96 acres.
ENVIRONMENTAL DESCRIPTION
The project is located near the divide between the Cape Fear and Yadkin-Pee Dee river
basins in the Piedmont Physiographic Province. South of NC 42/ Business 64 in
Asheboro, drainage intersects tributaries of the Uhwarrie River and the Little River in the
Yadkin-Pee Dee river basin. North of the NC 42/ US 64 Business, drainage intersects
tributaries of the Deep River in the Cape Fear river basin. All waters within the project
limits have a best usage classification of C. The surrounding area is generally rolling
piedmont, with natural ground elevations between approximately 750 and 860. The land
usage varies from rural farmland and forest with rural residential at the southern end of
the project, to suburban and urban along the northern end of the project. The project
occupies the corridor for the future I-73/1-74 project.
BEST MANAGEMENT PRACTICES
Best management practices are non-structural and consist mainly of avoidance and
minimization efforts by the roadway and hydraulic designs.
The roadway typical section will match the existing roadway section, which consists
of partially grassed shoulders, wooded or grassed fill slopes and grass lined roadway
ditches.
The hydraulic design minimizes and avoids impacts to streams by using existing
outlets to the maximum extent.
The three sites where impacts occur are a result of safety improvements that will aid
in better highway drainage. The use of expressway gutter will aid in stabilizing fill
slopes.
Rip rap was used where warranted to reduce erosion at pipe outlets and within
roadway ditches.
0 2:1 fill slopes were used to further minimize impacts.
VICINITY MAP
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NCDOT
DIVISION OF HIGHWAYS
RANDOLPH COUNTY
PROJECT: 34236 (I-4407)
US 220 FROM NC 134
TO SR 1462
SHEET OF 06/25/09
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