HomeMy WebLinkAboutSR 2643 Union Cross road• . _.,a,_.. •
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Michael F. Easley, Goveinor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natura] Resources
Alan W. Klimek, P.E. Director
Division of Vlater Qualiry
Mr. William A. Barrett � ' � .
NCDOT Project Development and Environniental Analysis ��
1598 MaiT Service Center � � _
Raleigh, NC 27699-1598 � ' � .
July 5, 2006
�. _ ����t�R�6�3 �vizYerring: f�eri�R�9�ti��R-2�32-- . -----
Forsyth County . , �
Federal AidProject No. STP-2643(2) - � - � �
TIP ProjectNos. U-4'909 � - � � �
On-Site Determination for.Applicability to the Mitigation Rules, (15A NCAC 2H .0506(h)
, � � . . � � . " �� ; � . , . � .� .ti
Dear.Mr. Barrett: ' � . ' �
On June 22, 2006, Sue Homewood from the Division of Water Quality (Division) conducted an�on-site visit
with representatives of NCDOT — PCDEA to review a stream and wetland feature located adjacent to SR 2643
(Union Cross Rd) in Forsyth County for applicability to the mitigation rules (I SA NCAC 2H .0506(h)). The
features reviewed (Site 17) were not reviewed in a previous on-site determination dated December 16, 2005.
This letter sliall be considered an addendum to the determination dated December 16, 2005 and in no way
modif es the previous determination. '
Site 17 is located on the south side of the I-40 Eastbound on-ramp from Union Cross Rd (see attached map).
The Division has determined that the stream features noted on the attached surnmary (initialed and dated) are
accurate, and that the perennial portion of the stream feature is subj ect to mitigation rules. This on-site
determination shall expire five (5) years from the date of this letter. ' �
Landowners or affected parties that dispute a detern%ination made by the Division or Delegated Local
Authority that a surface water exists and that it is subject to the mitigation rules may request a determination by
the Director. A request for a defermination by the Director shall be referred to the Director in writing c/o John
Dorney, Division of Water Quality, Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650.
Individuals that dispute a determination by the Division or Delegated Loeal Authority that "exempts" a surface
water from the mitigation rules may ask for an adjudicatory hearing. You must act within 60 days of the date
that you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start
until the affected party (including downstream and adjacent landowners) is notified of this'decision. The
Division recommends that the applicant conduct this notification in order to be certain that third party appeals
are made in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B
of the North Carolina Gerieral Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,.
Raleigh, N.C. 27699-6714. This determination is final and� binding unless you ask for a hearing within 60
days. � •
� � � 1�°e Cazolina
' �Qtll!'Q��lf
North Carolina Division of Water Quality �. 585 Waughtown Street Phone (336)�771-4600 Customer Service
Intemet: h2o.enr.state.nc.us Winston-Salem,lVC 27107 FAX (336) 771=4630 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer.,Paper
July 5, 2006 .. ✓W.v��
NCDOT Projects U-4909
This letter only addresses the applicability to the mitigation requirements and does not approve azry activity
within Waters of the United States or Waters of the State. If you have any additional questions or require
additional information please call Sue Homewood at 336-771-4964 or at Sue.Homewood@ncmail.net.
Sincerely,
<������ �/ `�/� c����
�A/Alan W. Klimek, P.E.
�
Attachments: Site 17 Map
Site 17 determination drawing
cc: John Thomas, US Army Corps of Engineers, Raleigh Field Office
DWQ Wetlands/401 Transportarion Unit
DWQ WSRO File Copy
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Michael F. Fasley, Govemor
William G. Ross Jr., Secretazy
North Carolina Depanment of Emironment and Naturel Raourca
Alan W. Klimek, P.E. Director
Division of Wata Qualiry
December 16, 2005
Mr. William A. Barrett
NCDOT Project Development and Environmental Analysis
1598 Mail Service Center
Raleigh, NC 27699-1598
Subject: SR 2643 widening from SR 2691 to SR 2632
Forsyth County
Federal Aid Project No. STP-2643(2)
TIP Project Nos. U-4909
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On-Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0506(h)
Deaz Mr. Barrett:
On December 5, 2005 and December 8, 2005, Sue Homewood from the Division of Water Quality (Division)
conducted an on-site visit with representatives of the US Army Corps of Engineers (USACE) and NCDOT —
PCDEA to review stream and wetland features located adjacent to SR 2643 (Union Cross Rd) in Forsyth
County for applicability to the mitigation rules (15A NCAC 2H .0506(h)). The features aze noted on the
attached summary initialed by Sue Homewood on December 16, 2005.
The Division has determined that the stream features noted as perennial on the attached summary are subject to
mitigation rules. These determinations concur with tHe determinations made by the USACE during the site
visit. This on-site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the Division or Delegated Local
Authority that a surface water exists and that it is subject to the mitigation rules may request a determination by
the Director. A request for a determination by the Director shall be referred to the Director in wriring c/o John
Domey, Division of Water Quality, Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650.
Individuals that dispute a determination by the Division or Delegated I,ocal Authority that "exempts" a surface
water from the mitigation rules may ask for an adjudicatory hearing. You must act within 60 days of the date
that you receive this letter. Applicants aze hereby notified that the 60-day statutory appeal time does not start
until the affected party (including downstream and adjacent landowners) is notified of this decision. The
Division recommends that the applicant conduct this notification in order to be certain that third party appeals
aze made in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B
of the North Cazolina General Statutes to the O�ce of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing within 60
days.
JVaiural�
North Cazolina Division of Water Quality 585 Waughmwn Strat Phone (336) 771 �600 Customer Service
InterneC h2o.encsfate.nc.us Winston-Salem,NC271W FAX (336)771�630 1-877-623-6748
An Equal Opporlunity/Affirmatrve Actlon Empbyer— 50% Recyded110% Post Consumer Paper
_
December 16, 2005
NCDOT Projects U-4909
This leYter only addresses the applicability to the mitigation requirements and does not approve any activity
within Waters of the United States or Waters of the State. If you have any additional questions or require
additional information please call Sue Homewood at 336-771-4600 extension 287 or at
Sue.Homewood@ncmail. net.
Sincerely,
�;��G�/..��
Alan W. Klimek, P.E.
Attachments: Summary: U-4909 Site Assessment Information
�
cc: John Thomas, US Army Corps of Engineers, Raleigh Field Office
D�TVQ Wetlandsf401 Transportatie� Unit
DWQ WSRO File Copy
U-4909 Site Assessment Information
(Sites listed are shown on attached Topo Sheet)
Sites were assessed based on review of topographic map and soil survey map, and field conditions.
SITE 1:
- UTl to Abbotts Creek — consistent with blue line on topo map (north and south of I-40).
Stream determined to be perennial, mitigable.
SITE 2: [see Photo Sheets 1& 2]
- UT2 to Abbotts Creek — consistent with blue line on topo map (north and south of I-40).
Stream determined to be perennial, mitigable.
UT2A to Abbotts Creek — located on north side of I-40. Determined to be perennial stream
and mitigable [DWQ Stream Form score: 26 and 32.5] (iJSACE Form score: 66];
- Wetland 1— located between and adjacent to UT2 and UT2A to Abbotts Creek (north side of I-
40). USACE Wetland Forms completed.
SITE 3:
- Area assessed due to blue line feature located to west, outside of project boundary. Determined
to be no jurisdictional features.
SITE 4: [see Photo Sheets 3& 15]
- Area assessed due to crenulation on topo map and neazby blue line feature. Deternuned to be a
non jurisdictional ephemeral feature (DWQ Stream Form score: 9.5) from black corrugated
pipe to a point downgradient, outside of the project azea (DWQ form score: 22.5) (USACE
Stream Form score: 28). Determined to not warrant mitigation. NOTE: jurisdictional portion
begins well outside of project study area.
SITE 5:
- Area assessed due to blue line feature located outside and to the west of the property boundary.
Determined to cleazly be an ephemeral feature — ephemeral drainage along south side of school
pazking lot. No jurisdictional features.
SITE 6: [see Photo Sheets 16 & 17]
- Area assessed due to blue line shown on topo map, on west side of Union Cross Road. Feature
is ephemeral to a point outside of the project study azea, where it transitions into a perennial
headwater stream (UT to Swaim Creek) [DWQ Stream Form score: 30]. This stream
continues flowing northwest, ultimately to a confluence point with Swaim Creek. Mitigable,
but is located outside of project study area.
Wetland 2, is located along UT to Swaim Creek, but located outside of the property study
area.
SITE 7: [see Photo Sheet 20]
- Area assessed due to blue line shown on topo, west and outside of project boundary. No
evidence of jurisdictional azea w/i or adjacent to project boundary.
�
SITE �: [see Photo Sheet 21]
- Area assessed due to blue line feature located to east. Eartliwork is being conducted for
subdivision development. No evidence of jurisdictional features near property boundary.
SITE 9: [see Photo Sheet 10]
- Initiation of blue line feature located immediately to west of project boundary along south side
of High Point Road. Feature determined to be Ephemeral (DWQ Stream Form score: 7.5).
SITE 10: [see Photo Sheet 19]
- Area assessed due to crenulation shown on topo map. Determined to be ephemeral feature
ruruiing behind residences. Only small portion within property study area. Determined to be
no jurisdictional features.
SITE 11: [see Photo Sheets 13,14 & 18]
- UT1 to 1!'Iary Reich Creek — consistent with blue line shown on topo map, and determined to
be perennial and mitigable from its origination point located north of US 311 throughout its run
� through the project area (to south of Hayes Road). Stream is piped �under US 311, re-emerges
as open-channel stream for 33 feet on south side of US 311, and then is piped under Hayes
Road. UT1 to Mary Reich continues flowing southwest through the project study area to a
confluence point with UT2 to IVlary Reich Creek, at a point outside of the project study area.
North side of Haves Road / south of US 311 - Drainage features that connects to the perennial
stream section located between Hayes Road and US 311.
- Eastern draina�e feature (UT1A to Mary 12eich Creek): connects to perennial section
(UT1 to Mary Reich Creek) from the east; determined to be Intermittent (DWQ Stream
Form score: 20.5 - DWQ Stream Form score of 24.5 on 11/8/OS at point higher upstream).
Determination of no mitigation required.
- Western draina�e feature: connects to perennial section from the west, transmits roadside
drainage. Determined to be ephemeral drainage (2 DWQ scores of 16.25 — separate days).
SITE 12: [see Photo Sheets 11 & 12]
- UT2 to Mary Reich Creek — consistent with blue line shown on topo map, except that
jurisdictional portion of stream originates on south side of Hayes Road at downstream end of
culvert. Determined to be perennial and mitigable from the culvert on south side of Hayes
Road and downgradient. UT2 to Mary Reich continues flowing south/southeast through the
project study area to a confluence point with UT1 to Mary Reich Creek, at a point outside of
the proj ect study area.
North side of Haves Road / south of US 311:
A pipe runs under US 311 from north to south that conveys stormwater from drains located
along US 311 to a culvert that runs under Hayes Road. A ripraped drainage feature runs from
the south side of US 311 eastbound on-ramp, down the gradient to the culvert that runs under
Hayes Road, entering culvert area from the west. The culvert is perched and therefore contains
pooled water on the north side of Hayes Road for a period after rain events. Drainage feature
received DWQ score of 8.5+ [USACE Form score: 34].
- No jurisdictional features on north side of Hayes Road.
2
SITE 13: [see Photo �Sheets 4 through 9]
- Area assessed due to blue line shown on topo map.
- UT to Fiddlers Creek: from pipe outfall to �115 feet downgradient (north-northwest) .
determined to be Intermittent (DWQ score: 23) [USACE Form score: 20]; Determination
that it does not warrant mitigation.
- Stream segment downgradient of previous section (from �115 feet downstream through the
rest of the project study area) there is still some water, but bed and bank is lost: determined
to be Ephemeral (DWQ score: 16.5).
- Stream segment further downgradient (to the north of pathway, and outside of the project
study area) determined to be Intermittent for �185 feet to point where it becomes perennial.
Impacts to perennial segment would require mitigation, but is located outside of the project
study area.
Potential wetland, located downgradient of the �1151inear foot Intermittent segment, was
assessed and determined not to be wetland — did not have Hydric soils. Wetland sheet
completed.
SITE 14:
- Area assessed due to crenulation on topo map. Determined to be no jurisdictional features on
north or south side of US 40.
SITE 15:
- Area assessed due to crenulation on topo map. Determined to be no jurisdictional features on
north or south side of US 40.
SITE 16:
- Area assessed due to crenulation on topo map. Grassy area with a slight drainage feature that
extends to > 450 feet to the west of Union Cross Road (to well outside project boundary).
Feature is clearly ephemeral. Determined to be no jurisdictional features.
0
Jurisdictional Streams and Wetlands:
UT1 to Abbotts Creek: Perennial: � 3501inear feet Mitigable
UT2 to Abbotts Creek Perennial: � 3501inear feet Mitigable
UT2A to Abbotts Creek Perennial: � 951inear feet Mitigable
UT3 to Abbotts Creek Intermittent: not w/i Project Study Area N/A
UTl to Mary Reich Creek Perennial: � 4151inear feet Mitigable
UT 1 A to Mary Reich Creek Intermittent: � 2501inear feet Non-mitigable
UT2 to Mary Reich Creek Perennial: � 2251inear feet Mitigable
UT to Fiddlers Creek Intermittent: � 115 linear feet Non-mitigable
NOTE: portion of streaxn located outside the Project Study Area:
�185 I,F reach of Intermittent stream, at which point it transitions
to a Perennial stream.
UT to Swaim Creek Perennial: not w/i Project Study Area N/A
Wetland l: � 0.25 acre, located between and adjacent to UT2 to Abbotts Creek and UT2A to
Abbotts Creek
Wetland 2: located along UT to Swaim Creek, but Iocated outside of Project Study Area
4
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STATE OF NORTH CAROLINA
Q���oe
�DJAN n 9 ���7
�S�Dsi`q�y,�aurr
�Re�y�
DEPARTMENT OF TRANSPORTATION
MICHAELF. EASLEY
GOVERNOR
January 8, 2007
MEMORANDUM
TO: Secretary Lyndo Tippett
FROM: Cazl B. Goode/�(}��/
Manager UK'�
Human Environment Unit
C
LYNDO TIPPETT
SECRE?ARY
RE: Norice of a Design Public Hearing for Improvements to SR 2643 (Union Cross Rd)
from SR 2691 (Wallburg Rd) to SR 2632 (Sedge Garden Rd)
TIP Project No. U-4909, Forsyth County
The following Notice is furnished for your information:
U-4909 This project proposes to widen an existing section of Union Cross Rd to a mulrilane
facility from Wallburg Rd to Sedge Gazden Ad.
CBG/cdh
Attachment
cc: Ms. Nancy Dunn, Boazd of Transportarion Member — Div. 9
Mr. Andrew Perkins, Jr., At-Large, Boazd of Transportarion Member- Div. 9
Mr. Steve Vamedoe, P.E.
Mr. J. B. Williamson, Jr.
Ms. Deborah M. Bazbour, P.E.
Mr. C. W. Leggett, P.E.
Mr. Majed Al-Ghandour, P.E.
Mr. Bill Rosser
Mr. Greg Thorpe
Mr. Rob Hanson, P.E.
Ms. Teresa Hart, P.E.
Mr. Art McMillan, P.E.
Mr. Jay Bennett, P.E.
Mr. 7. Victor Barbour, P.E.
Mr. Kevin Lacy, P.E.
Ms. Sharon Lipscomb
MAILING ADDRE55: TE�eaHONe: 979-7151500
NC DEPARTA¢H� OF TRANSVORTATION FAX: 919-715-1522
HUMAN ENVIRONMENT UNR �
1583MmLSEavICECErfrER WEBSITE.' WkM�.NCDOLORG
Rn�EIGN NC 2 769 9-1 58 3
LOCATION:
PRRKER LINCOLN BLDG
2728 CAPRAL BLVD
RALEIGH NC
,�.
��� ,
� ,.`-�
NOTICE OF A DESIGN PUBLIC HEARING FOR THE PROPOSED
TRANSPORTATION IMPROVEMEIVTS TO SR 2643 (UNION CROSS RD) FROM SR
2691 (WALLBURG RD) TO SR 2632 (SEDGE GARDEN RD) �
TIP Project No. U-4909
Forsyth County
The North Carolina Department of Transportation (NCDOT) will hold a Pre-
Hearing Open House and a Design Public Hearing on Thursday, February 15, 2007. at
R. B. Glenn High School at 1600 Union Cross Road in Kernersville.
NCDOT representatives will be available at the Pre-Hearing Open House
between the hours of 4:00 p.m. and 6:30 p.m. to answer questions and receive
comments relative to the proposed project. The Pre-Hearing Open House will be held in
the Cafeteria. The opportunity to submit written comments or questions will also be
provided. Interested citizens may attend at any time during the above mentioned hours.
A formal presentation will begin at 7:00 p.m. in the Aud'itorium. The presentation
will consist of an explanation of the proposed location, design, the state - federal
relationship, and right of way �and relocation requirements and procedures. The hearing
will be open to those present for statements, questions and comments. The
presentation and comments will be recorded and a transcript wilC be prepared.
NCDOT proposes to widen an existing section of SR 2643 (Union Cross Rd) to a
multilane facility from SR 2691 (Wallburg Rd) to SR 2632 (Sedge �Garden Rd). The
purpose of the project is to improve safety; route connectivity, and traffic flow through
the project study area. Additional right of way and.the relocation of homes and
businesses will be required for this project.
A map displaying the location and design of fhe project and a copy of the
environmental document — Environmental Assessment f EA) - are available for public
review at the Winston-Salem City Hall South — Room 307 located at 100 East First
Street, Winston-Salem;. at the Kernersville Planning Department located at 134 East
Mountain Street, Kernersville, and at the NCDOT Division Office located at 375 Silas
Creek Parkway, Winston-Salem. . '
Anyone desiring additional information may contact Mr. Carl Goode,� P.E., Human
Environment Unit Head at 1583 Mail Service Center, Raleigh, NC 27699-1583, phone
(919) 715-1515, or email caoode(a�dot.state.nc.us. Additional material may'be submitted
until Mareh 19, 2007.
�� NCDOT will provide auxiliary aids and services under #he Americans with
Disabilities Act for disabled persons who wish to participate in this workshop. Anyone .
requiring special services should contact Mr. Goode as early as possible so that
arrangements can be�made. .
r
�Y`lY,�;:
�
RECEIVE D
NOV 1 6 2005
pENR • WATER��UALJiY
WE7LAND8 AND STORMWATER BRANCFI
STATE OF NORTH CAROLINA
DEPARTMII�IT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
November 9, 2005
Mr. John Thomas
Artny Corps of Engineers
6508 Falis of the Neuse Rd., Suite 120
Raleigh, NC 27615-6814
LYNDO TIPPETT
SECREfARY
SUBJECT: Request for Jurisdictional Determination for the project to widen 3.6 miles
of SR 2643 (Union Cross Road) to a multilane facility from SR 2691
(Wallburg Road) to SR 2632 (Sedge Garden Road) in Forsyth County,
Division 9; Federal Aid Project No. STP-2843(2); T.I.P. No. U-4909.
Dear Mr. Thomas:
NCDOT Natural Environment Unit (NEU) has completed the delineation of "Waters of the United States,'
including wetlands for the above referenced project. Sixteen (16) sites were assessed, based on review
of topographic maps, soil survey, and field conditions. Union Cross Road is located along a ridge line
(see Topo map). One headwater sVeam and no weUands located within the project boundaries along
Union Cross Road. One weUand was identfied within the project boundaries along the north side of I-40,
and a few streams were identified in or near the project boundaries along I-40 and U.S. 311. NEU would
like.to request a jurisdictional determination of the sVeam and wetland delineatlons. The Let date for this
project has been accelerated to February 20, 2007, with the NEPA document scheduled to be completed
in June 2006. See attached supporting documents:
1) Project vicinity map, Project Location map, and Topo map.
2) Site Assessment Information document (w/ attached map showing Site locations).
3) Photo Sheets (1-18).
4) USACE stream qualiry assessment worksheets, DWQ stream class'fiication forms, and USACE
wetland forms.
If you have any questi0ns, please contact Bill Barrett at (9'19) 7� 5-1624.
Sincerely,
��
/
��
William A. Barcett.
Environmental Specialist III
cc INs. Sue Homewood, Division of Water Quality
U-4909 project file
MAILING ADDRESS:
PRQIECT DEVELOVI.ENrAND ENVIRONA£lJ�AL ANRLYSIS
1598 AWL $ERVICE CENiER
Ru[iGN NC 27699-1598
TELEanoNE: 919-�151500
FAX: 97 &7151501
WEBS/TE: WWW.NCDOT.ORC�
LOCATION:
2728 CnPrrn� Bwo
PLB SURE 168
RALEH3H, NC 27604
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U-4909 Project Vicinity Map
Union Cross Road (SR 2643) Widening Pro�ect Scale: 1" = 4 rniles
Forsyth County, NC
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U-4909 Site Assessment Information
� (Sites listed are shown on attached Topo Sheet) � '
Sites were assessed based on review of topographic map and soil survey map, and field conditions.
SITE 1: '
- Stream 1— consistent witli blue line on topo map" (north and south of I-40). Stream determined
to be perennial, mitigable. � ' "
SITE 2: [see Photo Sheets 1& 2] , ,
- Stream 2(S2) — consistent with blue line on topo map (north and south of I-40). Stream
determined to be perennial; mitigable. '
UT to Stream 2(S2 LJTA) — Intermittent from wetlands to point S2=UTA9 [DWQ Stream Form
score: 26]. Perennial from GPS point S2-UTA9 to S2-UTA4 (confluence point w/ S2) [DWQ
Stream Form score: 32.5] (USACE Form score: 66]; '
Both perennial and infermittent portions of,st�eam determined to be mitigable.
- Wetland A(WL A) — between and adjacent to S2 and S2 UTA.
USACE Wetland Forms completed `
SITE 3:. � . � .
-. Area assessed due to blue line feature located to west, outside of project boundary. Determined
to be no jurisdictional features. � � ' '
SITE 4: [see PLoto Sheets 3& 15] � �
- Area assessed due to crenulation on topo map and nearby blue line feature. Determined to be
an ephemeral feature (DWQ form score: 9.5) at black corrugated pipe, and then transitions to an
internuttent stream (DWQ form score: 22.5) �(USACE Form score: 28). Determined to not
warrant mitigation. . � . : ' �
SITE 5: . �
-. Area assessed due�to blue line feature located outside and to txie west of the property bou.ndary.
Determined to clearly be an ephemeral feature — ephemeral drainage along south side of school
parking lot. No jurisdictional features: , ; '
SITE 6: (see Photo Sheets 16 & 17] � .
- Area assessed due to blue line shown on topo map, on west side of Union Gross 'Road. Feature
is ephemeral to �300 feet from Center Line of Union Cross Road. At �300 feet from CL it
transitions to a perennial headwater stream [DWQ score: 30] — from this point and downstream;
would be mitigable, but is outside of project boundaries. '_ '
SITE 7: �
- Area assessed due to blue line�shown on topo, west and outside of project boundary. No
evidence of jurisdictional area w7i or adjacent to project boundary.
�
SITE 8:
- Area assessed due to blue line feature located to east. Earthwork is being conducted for
subdivision development. No evidence of jurisdictional features near property boundary.
SITE 9: [see Photo Sbeet lOJ
- Initiation of blue line feature located immediately to west of project boundary along south side
of High Point Road. Feature determined to be Ephemeral .(DWQ form `score: 7.5}.
SITE 10: �
- Area assessed due to crenulation shown on topo map. Determined to be ephemeral feature
running behind residences. Only sma11 portion within property boundaries. Determined to be
no jurisdictional.features... . .. . ...-. �--... . . ....:._ .
SITE 11: [see Photo Sheets 13,14 & 18] �
- Area assessed due to blue line shown on topo map. Stream is consisterit with that shown on
topo map. Deternuned to be perennial and mitigable from its origination point located north of
US 311 throughout its run through the project area (to south of Hayes Road). Stream is piped
� (culvert) under US 311, re-emerges as open-channel stream. for � 50 feet on south side of US
311, and then is piped (culvert) under Hayes Road.
North side of Haves Road / south of US 311 = Drainage features that connect to the perennial
stream section located between Hayes Road and US 311.
- Eastern drainage feature: connects to perennial section from the �east; determined to be
. Intermittent (DWQ score: 20.5), determined to not warrant mitigation (DWQ score of 24.5
, on 11/8/OS at point higlier upstream). Stream receives runoff from adjacent areas to the
east; has exposed concrete pipe at top of ridge at origination point of eastern drainage
feature. � �
- Western draina�e feature: connects to perennial section from the west; determined to be
epherrieral drainage (2 DWQ scores of 16.25 — separate days).
SITE 12: [see Photo Sheets 11 & 12]
- Area assessed due to blue line shown on topo map. Stream is consistent with that shown on
topo map, except that perennial portion of stream originates on south side of Hayes Road at
downstream end of culvert. Deternuned to be perennial and mitigable from the culvert on south
side: of Hayes Road and downgradient.
North side of Haves Road / south of US 311: .
A culvert runs under US 311 from the north that conveys stormwater from drains located along
US 311 and ramps to a culvert running under Hayes Road. : The �ulvert is perched and therefore
contains pooled water on the north side of Hayes Road. A ripraped drairiage feature runs from
the south side of US 311 Eastbound on-ramp, down the gradient to the culvert that runs under
Hayes Road, entering culvert area from the west. Drainage feature received DWQ score of
8.5+ [USACE Form score: 34]. �
- No jurisdictional features on north side of Hayes Road.
- Perennial stream and mitigable on south side of Hayes Road.
� C
SITE 13: [see Photo Sheets 4 through 9] �' �
-- Area assessed�due to blue line shown on topo map.
- Stream from culvert downstream �1.00 feet: Intermittent (DW.Q score: 23) [USACE Form
score: 20]. Determination that it does not warrant mitigation — poor water qualify. Note:
, appears that stream may have been ditched near culvert and portion downstream.
- Stream segment downgradient of previous section_(�100 feet downstream) where there is
still some water, but bed and bank is lost: Ephemeral(DWQ score: 16.5).
•- Potential wetland area assessed. Determined not to be.wetland — did not have Hydric soils.
" . Wetland sheet completed. � ,
SITE 14: .. . . .
-_ Area assessed due to crenulation on topo map. Determined to be no�jurisdictional features on
north or south side of US 40.
SITE 15: - � '
- Area assessed due to erenulation on topo map. Determined to be�no jurisdictional features on
north or south sid'e of US 40. ' � �
SITE 16: � , � �
- Area assessed due to crenulation on topo map. Grassy area with a slight drainage feature that
extends to > 450 feet to�the west of Union Crass Road (to well outside project boundary).
Feature is clearly ephemeral. Determined to be.no jurisdictional features.
�
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