20010452 Ver 1_Complete File_20010327

OF W A T?9 Michael F. Easley
"O? QG Governor
7 William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
May 22, 2001
Caswell County
DWQ Project No. 010452
Replacement of Bridge 14 on NC 62
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Lenwood Smith, II, Division Environmental Officer
NCDOT Division 7
1584 Yanceyville Street
Greensboro, NC 27415
Dear Mr. Smith:
You have our approval, in accordance with the attached conditions and those listed below, to impact 145 linear feet of
Hughes Mill Creek for the purpose of replacing Bridge No. 14 on NC 62 in Caswell County. The project should be
constructed in accordance with your application dated 21 March 2001 (and as revised 11 May 2001). After reviewing
your application, we have decided that this project is covered by General Water Quality Certification Number 3289. This
certification corresponds to Nationwide Permit 14 issued by the Corps of Engineers. In addition, you should acquire any
other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and
Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the
accompanying §404 permit, unless otherwise specified in the Water Quality Certification. The following additional
conditions will be required:
1. Storm water should be directed to buffer areas or retention basins and should not be routed directly into streams.
2. Sediment and erosion control measures shall adhere to design standards for sensitive watersheds (15A NCAC 4B
.0024) prior to any ground-disturbing activities to minimize impacts to downstream aquatic resources. Temporary or
permanent herbaceous vegetation should be planted on all bare soil within 15 days of ground-disturbing activities to
provide long term erosion control.
3. The culvert required for this project shall be installed in such a manner that the original stream profile is not altered
(i.e. the depth of the channel should not be reduced by a widening of the streambed).
4. All work shall be performed during low flow conditions.
5. All mechanized equipment operated near surface waters should be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
6. The presence of equipment in the channels must be minimized. Under no circumstances should rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts.
7. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm water sheet flow.
8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical. If
necessary, rip-rap should be limited to the stream bank below the high water mark, and vegetation should be used for
stabilization above high water.
9. Rock silt screens at culvert outlets should be removed at project completion.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ and submit a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions.
If the proposed fill is in excess of 150 linear feet of stream length or 1 acre of wetlands, compensatory mitigation will
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state,nc.us/ncwetiands/
Page_2 of
required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed above.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorney at 919.733.9646.
Sincerely,
Attachment
Pc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
NCDWQ Winston-Salem Regional Office
Central Files
h Tt'-:Vl? T
J
File Copy
MEMORANDUM
TO: John Dorney Regional Contact: Jennifer Frye
Non-Discharge Branch WO Supervisor: I arty able
Date: S/lg/?nn
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - Bridge 14 on NC 62
Project Number 01 0452
Recvd From DOT
Received Date 3/27/01 Recvd By Region 4/5/2001
Project Type culverting
Certificates Stream
Permit Wetland Wetland Wetland Stream Class
Type Type Impact Score Index Prim. Supp.
County Caswell
County2
Region Winston-Salem
Sid m Ise- ('Vl
0?0lj j,4LJe",-
Acres Feet
Basin Req. Req.
14 Stream PT O IV ??-16---1-4--6-1-• WS11 HQW 30,602. F 145.00
Y II
V _ G 4 r)L( 66ve
?',(e, ?
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y Q N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 361502 Longitude (ddmmss) 791952
Comments:
Request for more information sent by RO on 4/27/01. Info, received on 5/14/01,
cc: Regional Office
Central Office Page Number 1
.-SU1[o?
r?
J
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
May 11, 2001
NC DENR Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
ATTN: Mrs. Jennifer Frye.
Dear Mrs. Frye:
la+
d`
SUBJECT: Caswell County, Replacement of Bridge 14 on NC 62 across Hughes Mill Creek
DWQ Project # 01 0452 - Additional Information
The following is being provided per your letter of April 27, 2001 requesting additional information.
(1) Reasonable efforts have been made to practice avoidance and minimization of impacts to surface
waters. Hughes Mill Creek is narrow enough at this location to facilitate use of a spanning
structure such as a Con-span or Aluminum Box Culvert (ABC) with footings assuming that
bedrock is present near the surface for footing placement. The Con-span was immediately
rejected due to the inability to add extensions to this structure. Use of extendable structures is
standard procedure for bridge replacements on rural arterials that may be widened within the life
of the new structure. To facilitate both the minimization of surface water impacts and possible
future extensions a new method was devised allowing for the addition of extensions to an ABC
installed with proper modifications. Unfortunately, a sounding measurement made on May 11,
2001 indicated that bedrock at the project site is at least 10 feet below the surface. This project
is being conducted to increase travel safety (see the attached accident reports for the three
bridges in the project vicinity), not because of imminent bridge or roadway failure, and is
therefore not eligible for Transportation Improvement Program Funds. Because driving piles is
cost prohibitive for this project, a Con-span or ABC would require flooring for support;
therefore, the a Reinforced Concrete Box Culvert (RCBC) will be used due to its increased life as
compared to an ABC, the ability to extend this structure, and the availability of contractors
familiar with the installation RCBCs. Impacts to aquatic resources will be minimized by burial of
the RCBC to one-foot below streambed elevation, placement of a sill on one of the barrels to
increase water depths during low flow, and implementation of NCDOT Best Management
Practice guidelines for Bridge Demolition Removal and Protection of Surface Waters.
PHONE [phone] FAX [phone]
yP" 'p,
, ?.
?t YNDO TIPPETT
SECRETARY
at))
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO ETARY Tr
GOVERNOR
(2) The exact linear footage of the impact is 60-feet for the RCBC and 85 feet for the rip-rap energy
dissipater. The rip-rap energy dissipater is to be place above the ordinary high water mark.
(3) Compensatory mitigation as described in 15A NCAC 2H.0506(h) will not be required as the
impacts are less than 150-feet in length (including the rip-rap energy dissipater).
(4) Per our discussion of May 7, 2001 a full copy of the design sheet (with modifications to the rip-
rap energy dissipater) and the stream bed sounding report are being provided for your review.
please contact Len Smith or Dennis
If you have any questions or need any additional information,
Johnson at [phone]. Your time and assistance are appreciated.
Sincerely,
Lenwood E. Smith, II, PWS
Division Seven Environmental Officer
cc: Mr. John Dorney, NCDWQ
Mr. Dennis Johnson, NCDOT
Mr. Eric Alsmeyer, USACE
PFIONE 336-334-3192 FAX [phone]
I
Bridge n: 14
STREAM BED SOUNDINGS ` I3R.INSP.WORKSHEET(1/1W)
I
(SEE NEXT SHEET FOR PROFILE SKErC1---?... Rfv Sf 10,'gr8
lv._TL11,DS Gi=P
COUNTY CASWELL IirDATE-L'6fsjo,r sr: GDP
RECORD SOUNDINGS FROM TOP OF RAIL. OTHER LOCATION IF NEEDED:
DISTANCE HIGHNATER MARK TO TOP OF RAIL: 51 LOOATIDN H. W. MARK End Bents
NOTE:Draft a Stream Bed Profile ske ch and record soundings at the stream face of abutments, C/L of pies, WE. WS, and major
contour changes on the downstream side. Record soundings at the stream face abutments and C/L piers on the upstream side.
DOWNSTREAM UPSTREAM
DISTANCE
(Station) SOUNDING DESCRIPTION DISTANCE
(Station) SOUNDING DESCRIPTION
2 16.2 WS & WE WS s WE
12 16.2 WS & WE WS i?WE
0 5.7
2 5.7
2 16.2 End Bent# 1 1 WSWE 2 14.2 End Bent# 1
6 16.4
10 16.6
12 16.2 WS 8WE
15 14.5
is 12.2
20 11.9 End Bent* 2 20 14.0 End Bent# 2
20 5.7
22 5.7

Page 1 of 2
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STATE OF NORTH CAROLINA SUBJECT -?rralELr gib
PARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS m ?EL?rC E `'-ASwE "- COUNTY
HIGHWAY BUILDING PREPARED BY DCF- DATE "Z7 9S/ STATION
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STATE OF NORTH CAROLINA SUBJECT
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P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET_ OF_
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North Carolina Department of Transportation
7- TriF""En tneer7rig Accident Analysis System
?j ?eto Analysis Report
'Ti
Study Criteria Summary
--}
County: CASWELL Aii`and Rural
Date: 11/1/1997 to 12/31/2000 Study: BRIDGE14CNNC62
Location: Strip analysis of bridge 14 on NC 62 in Caswell Co.
Acc
No Crash ID Milepost Dato Accident Type
Total Injuries Road Light
Damago F A B C Cndtn Cndtn
1 98074655 0.480 04/21/1998 REAR END, SLOW OR STOP
09.20
Unit 1 5 Alchl/Drgs: 0 Speed: 45 MPH Dir: N
Unit 2 1 Alchl/Drgs: 0 Speed: 15 MPH Dir: N
2 99122685 0.480 06/28/1999 RAN OFF ROAD - RIGHT
08:15
$ 4200 0 0 0 0 10 1
Veh Mnvr/Ped Actn: 4 Obj Strk: 49
Veh Mnvr/Ped Actn: 4 Obj Strk:
$ 80000 0 0 0 1 1 1
Unit 1 12 Alchl/Drgs: 0 Speed: 45 MPH Dir: S Veh Mnvr/Ped Actn: 4 Obj Strk: 49
Unit 2 12 Alchl/Drgs: 7 Speed: 50 MPH Dir: N Veh Mnvr/Ped Actn: 4 Obj Strk:
3 98215194 0.480 11 /07/1998 SIDESWIPE, OPPOSITE DIRECTION $ 0 0 0 0 0 1 1
13:50
Unit 1 11 Alchl/Drgs: 0 Speed: 40 MPH Dir: N Veh Mnvr/Ped Actn: 4 Obj Strk:
Unit 2 1 Alchl/Drgs: 0 Speed: 40 MPH Dir: S Veh Mnvr/Ped Actn: 4 Obj Strk:
i 1 ?ri o C-c-wr
05/09/2001 All data presented in this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon
the user of this report to exercise due diligence In Interpreting and further representing this data.

North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
High Level Crash Summary
Summary Statistics
Number of Percent
Crash Type Crashes of Total
Total Crashes 3 100.00
Fatal Crashes 0 0.00
Non-Fatal Injury Crashes 1 33.33
Total Injury Crashes 1 33.33
Property Damage Only Crashes 2 66.67
Night Crashes 0 0.00
Wet Crashes 0 0.00
Alcohol/Drugs Involvement Crashes 0 0.00
Crash Severity Summary

Crash
Typo Number of
Crashes Percent
of Total
Total Crashes 3 100.00
Fatal Crashes 0 0.00
Class A Crashes 0 0.00
Class B Crashes 0 0.00
Class C Crashes 1 33.33
Property Damage Only Crashes 2 66.67
Vehicle Exposure Statistics
Annual ADT 1400
Total Length (miles) 0.2
Total Length (Kilometers) - 0.322
Exposuro Type
Total Vehicle Exposure (per million)
Total Crash Rate
Fatal Crash Rate
Non Fatal Crash Rate
Night Crash Rate
Wet Crash Rate
EPDO Rate
Accidents Per 100 Million Accidents Per 100 Million
Vehicle Miles Vehicle Kilometers
0.32 0.52
926.04 1490.32
0.00 0.00
308.68 496.77
0.00 0.00
0.00 0.00
3210.27 5166.43
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysls
System based upon various Input critsris provided by the report's creator. The onus is strictly upon '2'
the user of this report to exercise due diligence In Interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Miscellaneous Statistics
Severity Index - 3.47
EPDO Crash Index 10.40
Estimated Property Damage Total = $ 84200.00
Accident Type Summary

Accident Typo Number of Percent
Crashes of Total
RAN OFF ROAD - RIGHT 1 33.33
REAR END, SLOW OR STOP 1 33.33
SIDESWIPE,OPPOSITE DIRECTION 1 33.33
Injury Summary
Number of Percent
Injury Typo Injuries of Total
Fatal Injuries 0 0.00
Class A Injuries 0 0.00
Class B Injuries 0 0.00
Class C Injuries 1 100.00
Total Non-Fatal Injuries 1 100.00
Total Injuries 1 100.00
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis .3-
the based upon various Input criteria provided by the report's creator. The onus is strictly upon .the user of this report to exercise due diligence in interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Monthly Summary
Number of Percent
Month Crashes of Total
Jan 0 0.00
Feb 0 0.00
Mar 0 0.00
Apr 1 33.33
May 0 0.00
Jun 1 33.33
Jul 0 0.00
Aug 0 0.00
Sep 0 0.00
Oct 0 0.00
Nov 1 33.33
Dec 0 0.00
Daily Summary
Number of Percent
Day Crashes of Total
Mon 1 33.33
Tue 1 33.33
Wed 0 0.00
Thu 0 0.00
Fri 0 0.00
Sat 1 33.33
Sun 0 0.00
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon
the user of this report to exsrclse due diligence In Interpreting and further representing this data.
A
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report

Hour Number of
Crashes Percent
of Total
0000-0059 0 0.00
0100-0159 0 0.00
0200-0259 0 0.00
0300-0359 0 0.00
0400-0459 0 0.00
0500-0559 0 0.00
0600-0659 0 0.00
0700-0759 0 0.00
0800-0859 1 33.33
0900-0959 1 33.33
1000-1059 0 0.00
1100-1159 0 0.00
1200-1259 0 0.00
1300-1359 1 33.33
1400-1459 0 0.00
1500-1559 0 0.00
1600-1659 0 0.00
1700-1759 0 0.00
1800-1859 0 0.00
1900-1959 0 0.00
2000-2059 0 0.00
2100-2159 0 0.00
2200-2259 0 0.00
2300-2359 0 0.00
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various input criteria provided br the report's creator. The onus Is strictly upon -5-
the user of this report to exercise due diligence In nlerpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Light and Road Conditions Summary
Condition Dry Wet Other Total
Day 2 0 1 3
Dark 0 0 0 0
Other 0 0 0 0
Total 2 0 1 3
Object Struck Summary

Object Typo Times
Struck Percent
of Total
BRIDGE RAIL END 2 100.00
Vehicle Type Summary
Number Percent
Vehicle Type Involved of Total
PASSENGER CAR 2 33.33
SINGLE UNIT TRUCK (3 OR MORE AXLES) 1 16.67
TRUCK/TRAILER 2 33.33
VAN 1 16.67
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon '6'
the user of this report to exercise due d llgence In interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Yearly Totals Summary
Accident Totals
Total Fatal Injury Property Damage
Year Accidents Accidents Accidents Only Accidents
1998 2 0 0 2
1999 1 0 1 0
Total 3 0 1 2
Injury Totals
Class A, B,
Year Fatal Injuries or C Injuries
1998 0 0
1999 0 1
Total 0 1
Miscellaneous Totals
Year Property Damage EPDO Index
1998 $ 4200 2.00
1999 $ 80000 8.40
Total $ 84200 10.40
Typo of Accident Totals
Year Left Turn Right Turn Rear End Run Off Road Angle Side Swipe Other
1998 0 0 1 0 0 1 0
1999 0 0 0 1 0 0 0
Total 0 0 1 1 0 1 0
05/09/2001 All data presented In this report comes explicitly from the Trafflc Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus is strictly upon '7'
the user of this report to exercise due diligence In Interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
ce..., nom...-,..,
Features Milepost Crash IDs
0.380
0.390
0.400
0.410
0.420
0.430
0.440
0.450
0.460
0.470
Structure:160014 0.480 98215194 99122685 98074655
0.490
0.500
0.510
0.520
0.530
0.540
0.550
0.560
0.570
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon
the user of this report to exercise due diligence In Interpreting and further representing this data.

r .. e
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Study Name Log No. PH No. TIP No. K/A Cf. B/C Cf. ADT ADT Route
BRIDGE140NNC62 76.8 8.4 1400
Request Date Courier Service Phone No. Ext. Fax No.
County Municipality
Name Code Div. Name Code Y-Line Ft. Begin Dato End Date Years
CASWELL 16 7 All and Rural 150 11/1/1997 12/31/2000 3.17
Location Text Requestor
Strip analysis of bridge 14 on NC 62 in Caswell
Co.
Fiche Roads
Name Code
NC 62 30000062
Strip Road
Name Code Begin MP End MP Miles Kilometers
NC 62 30000062 0.380 0.580 0.200 0.322
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon -9-
the user of this report to exerclse due diligence in interpreting and further representing this data.
6R[()6F 10`1
North Carolina Department of Transportation
'Traffic Engineering Accident Analysis System
Lh (? Strip Analysis Report
Study Criteria Summary
County; ALAMANCE City: All and Rural
Date: 11/01/1997 to 12/31/2000 Study: BRIDGE140ONNC62
Location: Strip analysis of NC 62/bridge 104 between Alamance/Caswell Co. Line and SR 1761 in Alamance Co.
Acc Total Injuries Road Light
No Crash ID Milepost Date Accident Type Damage F A B C Cndtn Cndtn
1 98225874 23.580 11/08/1998 RAN OFF ROAD - LEFT $ 3500 0 0 0 0 1 5
05:30
Unit 1 : 1 Alchl/Drgs: 7 Speed: 55 MPH Dir: S Veh Mnvr/Ped Actn: 4 Obj Strk: 62
05/0912001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various input criteria provided by the report's creator. The onus Is strictly upon
the user of this report to exercise due diligence in Interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Summary Statistics
High Level Crash Summary
Number of Percent
Crash Typo Crashes of Total
Total Crashes 1 100.00
Fatal Crashes 0 0.00
Non-Fatal Injury Crashes 0 0.00
Total Injury Crashes 0 0.00
Property Damage Only Crashes 1 100.00
Night Crashes 1 100.00
Wet Crashes 0 0.00
Alcohol/Drugs Involvement Crashes 0 0.00
Crash Severity Summary
Number of Percent
Crash Typo Crashes of Total
Total Crashes 1 100.00
Fatal Crashes 0 0.00
Class A Crashes 0 0.00
Class B Crashes 0 0.00
Class C Crashes 0 0.00
Property Damage Only Crashes 1 100.00
Vehicle Exposure Statistics
Annual ADT = 1800
Total Length (Miles) = 0.200
Total Length (Kilometers) 0.322
Accidents Per 100 Million Accidents Per 100 Million
Exposure Typo Vehicle Miles Vehicle Kilometers
Total Vehicle Exposure (per million) 0.42 0.67
Total Crash Rate 240.08 386.38
Fatal Crash Rate 0.00 0.00
Non Fatal Crash Rate 0.00 0.00
Night Crash Rate 240.08 386.38
Wet Crash Rate 0.00 0.00
EPDO Rate 240.08 386.38
0510912001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report 's creator. The onus Is strictly upon '2'
the user of this report to exercise due diligence In Interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Miscellaneous Statistics
Severity Index = 1.00
EPDO Crash Index - 1.00
Estimated Property Damage Total - $ 3500.00
Accident Type Summary

Accident Type Number of Percent
Crashes of Total
RAN OFF ROAD - LEFT 1 100.00
Injury Summary
Number of Percent
Injury Type Injuries of Total
Fatal Injuries 0 0.00
Class A Injuries 0 0.00
Class B Injuries 0 0.00
Class C Injuries 0 0.00
Total Non-Fatal Injuries 0 0.00
Total Injuries 0 0.00
05109/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis .3-
he based upon various Input criteria provided br the report 's creator. The onus Is strictly upon .
the user of this report to exercise due diligence In nterpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Monthly Summary

Month Number of
Crashes Percent
of Total
Jan 0 0.00
Feb 0 0.00
Mar 0 0.00
Apr 0 0.00
May 0 0.00
Jun 0 0.00
Jul 0 0.00
Aug 0 0.00
Sep 0 0.00
Oct 0 0.00
Nov 1 100.00
Dec 0 0.00
Daily Summary

Day Number of
Crashes Percent
of Total
Mon 0 0.00
Tue 0 0.00
Wed 0 0.00
Thu 0 0.00
Fri 0 0.00
Sat 0 0.00
Sun 1 100.00
05109/2001 All data presented in this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon
the user of this report to exercise due diligence In interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Light and Road Conditions Summary
Condition Dry Wet Other Total
Day 0 0 0 0
Dark 1 0 0 1
Other 0 0 0 0
Total 1 0 0 1
Object Struck Summary
Object Type
CONTRUCTION HARRIER
Times Percent
Struck of Total
1 100.00
Vehicle Typo Summary
Number Percent
Vehicle Type Involved of Total
PASSENGER CAR 1 100.00
05109/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis .6-
the based upon various input criteria provided by the report's creator. The onus Is strictly upon .the user of this report to exercise due diligence In interpreting and further representing this data.
J
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Yearly Totals Summary
Accident Totals
Total Fatal Injury Property Damage
Year Accidents Accidents Accidents Only Accidents
1998 1 0 0 1
Total 1 0 0 1
Injury Totals
Class A, B,
Year Fatal Injuries or C Injuries
1998 0 0
Total 0 0
Miscellaneous Totals
Year Property Damage EPDO Index
1998 $ 3500 1.00
Total $ 3500 1.00
Type of Accident Totals
Year Left Turn Right Turn Rear End Run Off Road Anglo Side Swipo Other
1998 0 0 0 1 0 0 0
Total 0 0 0 1 0 0 0
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various input criteria provided byy the report's creator. The onus Is strictly upon '7'
the user of this report to exercise due diligence In Interpreling and further representing this data.

North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Study Name Log No. PH No. TIP No. K/A Cf. B/C Cf. ADT ADT Route
BRIDGE14001JNC62 76.8 6.4 1800
Request Data Courier Service Phone No. Ext. Fax No.
County Municipality
Name Coda Div. Name Code Y-Line Ft. Begin Date End Data Years
ALAMANCE 0 7 All and Rural 150 11/01/1997 12/31/2000 3.17
Location Text Requestor
Strip analysis of NC 62/bridge 104 between
Alamance/Caswell Co. Line and SR 1761 in
Alamance Co.
Fiche Roads
Name Coda
NC 62 30000062
Strip Road
Name Code Begin MP End NIP Miles Kilometers
NC 62 30000062 23.390 23.590 0.200 0.322
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis .9-
the based upon various Input criteria provided by the report's creator. The onus Is strictly upon
the user of this report to exerdse due diligence In Interpreting and further representing this data.
i•?TiT TIL-,
--- North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
?j Strip Analysis Report
Study Criteria Summary
County: CASWELL City: All and Rural
Date: 11/1/1997 to 12/31/2000 Study: BRIDGE28ONNC62
Location: Strip analysis of Bridge #28 on NC 62 in Caswell Co.
Acc
No Crash ID Milepost Date Accident Type

Total Injuries Road Light
Damage F A B C Cndtn Cndtn
1 99245739 0.730 12/07/1999 SIDESWIPE, SAME DIRECTION $ 1500 0 0 0 0 1 1
16:55
Unit 1 10 Alchl/Drgs: 0 Speed: 45 MPH Dir: N Veh Mnvr/Ped Actn: 4 Obj Strk:
Unit 2 2 Alchl/Drgs: 0 Speed: 45 MPH Dir: S Veh Mnvr/Ped Actn: 4 Obj Strk:

2 99209337
0.742 10/23/1999
SIDESWIPE,OPPOSITE DIRECTION
$ 2000
0
0
0 2 a
1 1
16:23
Unit 1 1 Alchl/Drgs: 0 Speed: 45 MPH
Unit 2 1 Alchl/Drgs: 7 Speed: 40 MPH
3 98233091 0.776 11/30/1998 FIXED OBJECT
19:00
Unit 1 3 Alchl/Drgs: 0 Speed: 55 MPH
h?S 1 1 24 S 31 0."J R ti
C ? s ?c .
/, o r 0- S " G
? yt, ,
Dir: S Veh Mnvr/Ped Actn: 4 Obj Strk:
Dir: N Veh Mnvr/Ped Actn: 4 Obj Strk:
$ 3500 0 0 0 0 1 5
Dir: N Veh Mnvr/Ped Actn: 4 Obj Strk: 50
o 9 339- ed o-7 of
05/09/2001 All data presented In this report comas explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus is strictly upon
the user of this report to exercise due diligence in interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Summary Statistics
High Level Crash Summary
Number of Percent
Crash Type Crashes of Total
Total Crashes 3 100.00
Fatal Crashes 0 0.00
Non-Fatal Injury Crashes 1 33.33
Total Injury Crashes 1 33.33
Property Damage Only Crashes 2 66.67
Night Crashes 1 33.33
Wet Crashes 0 0.00
Alcohol/Drugs Involvement Crashes 0 0.00
Crash Severity Summary
Number of Percent
Crash Type Crashes of Total
Total Crashes 3 100.00
Fatal Crashes 0 0.00
Class A Crashes 0 0.00
Class D Crashes 0 0.00
Class C Crashes 1 33.33
Property Damage Only Crashes 2 66.67
Vehicle Exposure Statistics
Annual ADT 1400
Total Length (Miles) 0.2
Total Length (Kilometers) 0.322
Accidents Per 100 Million Accidents Per 100 Million
Exposure Type Vehicle Miles Vehicle Kilometers
Total Vehicle Exposure (per Million) 0.32 0.52
Total Crash Rate 926.04 1490.32
Fatal Crash Rate 0.00 0.00
Non Fatal Crash Rate 308.68 496.77
Night Crash Rate 308.68 496.77
Wet Crash Rate 0.00 0.00
EPDO Rate 3210.27 5166.43
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis .2-
the based upon various Input criteria provided by the report's creator. The onus Is strictly upon .the user of thla report to •xerclse due diligence In Interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Miscellaneous Statistics
Severity Index - 3.47
EPDO Crash Index - 10.40
Estimated Property Damage Total - $ 7000.00
Accident Type Summary

Accident Type Number of Percent
Crashes of Total
FIXED OBJECT 1 33.33
SIDESWIPE, SAME DIRECTION 1 33.33
SIDESWIPE,OPPOSITE DIRECTION 1 33.33
Injury Summary
Number of Percent
Injury Type Injuries of Total
Fatal injuries 0 0.00
Class A Injuries 0 0.00
Class B Injuries 0 0.00
Class C Injuries 2 100.00
Total Non-Fatal Injuries 2 100.00
Total Injuries 2 100.00

05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon -3-
the user of this report to exercise due diligence in interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Monthly Summary

Month Number of
Crashes Percent
of Total
Jan 0 0.00
Feb 0 0.00
Mar 0 0.00
Apr 0 0.00
May 0 0.00
Jun 0 0.00
Jul 0 0.00
Aug 0 0.00
Sep 0 0.00
Oct 1 33.33
Nov 1 33.33
Dec 1 33.33

Day Daily Summary
Number of Percent
Crashes of Total
Mon 1 33.33
Tue 1 33.33
Wed 0 0.00
Thu 0 0.00
Fri 0 0.00
Sat 1 33.33
Sun 0 0.00
0510912001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon
the user of this report to exercise due diligence In interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Hourly Summary

Hour Number of
Crashes Percent
of Total
0000-0059 0 0.00
0100-0159 0 0.00
0200-0259 0 0.00
0300-0359 0 0.00
0400-0459 0 0.00
0500-0559 0 0.00
0600-0659 0 0.00
0700-0759 0 0.00
0800-0859 0 0.00
0900-0959 0 0.00
1000-1059 0 0.00
1100-1159 0 0.00
1200-1259 0 0.00
1300-1359 0 0.00
1400-1459 0 0.00
1500-1559 0 0.00
1600-1659 2 66.67
1700-1759 0 0.00
1800-1859 0 0.00
1900-1959 1 33.33
2000-2059 0 0.00
2100-2159 0 0.00
2200-2259 0 0.00
2300-2359 0 0.00
05/09/2001 All data presented in this report comes explicitly from the Traffic Engineering Accident Analysis .5-
the based upon various Input criteria provided by the report's creator. The onus Is strictly upon .the user of this report to exercise due diligence in Interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Light and Road Conditions Summary
Condition Dry Wet Other Total
Day 2 0 0 2
Dark 1 0 0 1
Other 0 0 0 0
Total 3 0 0 3
Object Struck Summary

Object Type Times
Struck Percent
of Total
BRIDGE RAIL FACE 1 100.00
Vehicle Typo Summary
Number Percent
Vehicle Type Involved of Total
LIGHT TRUCK (MINI-VAN, PANEL) 1 20.00
PASSENGER CAR 2 40.00
PICKUP 1 20.00
SINGLE UNIT TRUCK (2-AXLE, 6-TIRE) 1 20.00
0510912001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon 'ti-
the user of this report to exercise due diligence In Interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Yearly Totals Summary
Accident Totals
Total Fatal Injury Property Damage
Year Accidents Accidents Acc dents Only Accidents
1998 1 0 0 1
1999 2 0 1 1
Total 3 0 1 2
Injury Totals
Class A, B,
Year Fatal Injuries or C Injuries
1998 0 0
1999 0 2
Total 0 2
Miscellaneous Totals
Year Property Damage EPDO Index
1998 $ 3500 1.00
1999 $ 3500 9.40
Total $ 7000 10.40
Type of Accident Totals
Year Left Turn Right Turn Rear End Run Off Road Angle Side Swipe Other
1998 0 0 0 0 0 0 1
1999 0 0 0 0 0 2 0
Total 0 0 0 0 0 2 1
05109/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis .7-
the based upon various Input criteria provided by the report's creator. The onus is strictly upon .the user of this report to exercise due diligence In Interpreting and further representing this data.
North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report

Features Milepost Crash IDs
Structure:160028
SR 1114
0.630
0.640
0.650
0.660
0.670
0.680
0.690
0.700
0.710
0.720
0.730 99245739
0.740 99209337
0.750
0.760
0.770
0.780 98233091
0.790
0.800
0.810
0.820
05/09/2001 All data presented in this report comes explicitly from the Traffic Engineering Accident Analysis
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon
the user of this report to exercise due diligence In interpreting and further representing this data.

North Carolina Department of Transportation
Traffic Engineering Accident Analysis System
Strip Analysis Report
Study Name Log No. PH No. TIP No. K/A Cf. B/C Cf. ADT ADT Route
BRIDGE280N14C62 76.8 8.4 1400
Request Date Courier Service Phone No. Ext. Fax No.
County Municipality
Name Code Div. Name Code Y-Line Ft. Begin Date End Date Years
CASWELL 16 7 All and Rural 150 11/1/1997 12/31/2000 3.17
Location Text Requester
Strip analysis of Bridge #28 on NC 62 in Caswell
Co.
Fiche Roads
Name Code
NC 62 30000062
Strip Road
Name Code Begin MP End MP Miles Kilometers
NC 62 30000062 0.630 0.830 0.200 0.322
05/09/2001 All data presented In this report comes explicitly from the Traffic Engineering Accident Analysis 9-
System based upon various Input criteria provided by the report's creator. The onus Is strictly upon -9.
the user of this report to exercise due diligence In Interpreting and further representing this data.

DIVISION OF WATER QUALITY
April 27, 2001
CERTIFIED MAIL: 7099 3220 0006 8502 5325
RETURN RECEIPT REQUESTED
Mr. Lenwood Smith
Division Seven Environmental Officer
NCDOT
4261 Camp Burton Road
McLeansville, NC 27301
SUBJECT: REQUEST FOR ADDITIONAL INFORMATION
Replacement of Bridge 14 on NC 62
Hughes Mill Creek
DWQ Project # 01 0452
Caswell County
Dear Mr. Smith:

The Division of Water Quality has reviewed your plans for the discharge of fill material
into approximately 180 linear feet of Hughes Mill Creek, Class WS-H HQW waters, Cape Fear
River Basin, for the purpose of a road crossing. Insufficient evidence is present in our files to
conclude that your project must be built as planned in waters and/or wetlands in accordance with
15A NCAC 2H.0506. Therefore, unless modifications of the proposal are made as described
below, we will have to move toward denial of your 401 Certification as required by 15A NCAC
2H .0507(e) and will place this project on hold as incomplete until we receive this additional
information. We are requesting (by copy of this letter) that the U. S. Army Corps of Engineers
place your project on administrative hold.
(1) Please provide documentation detailing your position that the project has been
designed such that adverse impacts to surface waters have been minimized and
existing uses have been protected to the best of your ability.
(2) Please provide the exact linear footage that you propose to impact. Include the
length of stream impacted by the box culvert and associated rip-rap energy
dissipaters.
(3) The project will also require compensatory mitigation as described in 15A NCAC
2H.0506(h). Your mitigation proposal is insufficient since none was proposed. If
the project is re-designed to impact less than 150 LF of Hughes Mill Creek,
compensatory mitigation will not be required.

01 0452
Page 2
(4) Please provide supporting documentation that the design and placement of two
box culverts will not cause a dis-equilibrium of the stream beds or banks, adjacent
to or upstream and downstream of the structure.
Please respond, in writing, both to this Office and to John Dorney, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260 within three weeks of receipt of this letter outlining your
intent to proceed with this project or withdraw your application. If you wish to proceed,
please address the items listed above.
If you have any questions regarding this matter, please contact Mrs. Jennifer Frye at
[phone], ext. 275.
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
9 6?0 r
? d' ? ?(C(

DIVISION OF WATER QUALITY
April 26, 2001
CERTIFIED MAIL: 7099 3220 0006 8502 5295
RETURN RECEIPT REQUESTED
Mr. Lenwood Smith
Division Seven Environmental Officer
NCDOT
4261 Camp Burton Road
McLeansville, NC 27301
SUBJECT: REQUEST FOR ADDITIONAL INFORMATION
Replacement of Bridge 14 on NC 62
Hughes Mill Creek
DWQ Project # 01 0452
Caswell County
Dear Mr. Smith:
The Division of Water Quality has reviewed your plans for the discharge of fill material
into approximately 180 linear feet of Hughes Mill Creek, Class WS-H HQW waters, Cape Fear
River Basin, for the purpose of a road crossing. Insufficient evidence is present in our files to
conclude that your project must be built as planned in waters and/or wetlands in accordance with
15A NCAC 2H.0506. Therefore, unless modifications of the proposal are made as described
below, we will have to move toward denial of your 401 Certification as required by 15A NCAC
2H .0507(e) and will place this project on hold as incomplete until we receive this additional
information. We are requesting (by copy of this letter) that the U. S. Army Corps of Engineers
place your project on administrative hold.
(1) Please provide documentation detailing your position that the project has been
designed such that adverse impacts to surface waters have been minimized and
existing uses have been protected to the best of your ability.
(2) Please provide the exact linear footage that you propose to impact. Include the
length of stream impacted by the box culvert and associated rip-rap energy
dissipaters.
(3) The project will also require compensatory mitigation as described in 15A NCAC
211 .0506(h). Your mitigation proposal is insufficient since none was proposed. If
the project is re-designed to impact less than 150 LF of Hughes Mill Creek,
compensatory mitigation will not be required.
01 0452
Page 2
(4) Please provide supporting documentation that the design and placement of two
box culverts will not cause a dis-equilibrium of the stream beds or banks, adjacent
to or upstream and downstream of the structure. Please provide assurance that
the natural hydrology of the stream will not in the destabilization of streams.
Please respond, in writing, both to this Office and to John Dorney, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260 within three weeks of receipt of this letter outlining your
intent to proceed with this project or withdraw your application. If you wish to proceed,
please address the items listed above.
If you have any questions regarding this matter, please contact Mrs. Jennifer Frye or me
at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
401 apps
., I*
Subject: 401 apps
Date: Thu, 12 Apr 2001 13:19:15 -0400
From: Megan Owen <[e-mail]>
Organization: NC DENR, DWQ
To: John Dorney <[e-mail]>, Cyndi Karoly <[e-mail]>
John and Cyndi:
I've reviewed more 401 applications. Please let me know if my review is too simplistic or if there's
something else that's missing. Is it possible to add a question to the application form to identify the
classification of the impacted waters? If so, you might not have to wait on any of my input. Have a good
holiday weekend.
401s with Comments:
eJ 010422oudy lopp) - project is in WS-IV-PA and subject to the water supply rules and randleman rules.
?JSu Note that land disturbing activities are not allowed in zone one of the randleman buffers. -r
010452(DOT) - the project is in WS-II-PA HQW. The WS Rules ask that DOT follow their BMP
p0 Guidelines document, as well as, ask for them to minimize BUA, divert stormwater away from surface ws
waters, and employ BMPs.
010453(DOT) - same thing as above. The project is in WS-II-PA HQW. DOT must follow their BMP
document. A
?D 010400(crabtree creek greenway) - this project is not in a water supply watershed; however, it would be
ljp(01 great if parks and rec could make their boardwalks of decking materials with 1" spaces to allow for more
infiltration. They are also subject to Neuse Buffer//R rules, eventhough greenways are an allowed use.
it, 4), k-R-
I 010379(delta engineering) - the project is within WS-IV-PA NSW (Little River). The project will need to
3?r1?1 comply with WS Rules (mostly BUA and buffers) and Neuse Buffers. e
010382(the villages at reedy creek) - unsure about their location, but most likely subject to the Randleman
?I??Rules.
pl 010383(masond moghadass) - the project is within Falls Lake WS-IV-PA, and subject to WS Rules (BUA,
?')?a buffers, etc.) -e.,
010368(Kinmere subdivision) - project is within Lake Wylie WS-IV-PA. Watch for WSWP buffers and
BUA. And subject to Catawba Temp Rules? 6n j
010440(larry's homes) - project is within Flat River WS-III-PA and subject to WS Rules and Neuse
Buffers.
Pe.?ss?
010294(duke energy) - project is within Lookout Shoals Lake WS-IV-CA and subject to WS Rules and
?3j
(Catawba Temp Rules?).
d?a 010292(duke energy) - same as above, project is within Lookout Shoals Lake WS-IV-CA and subject to
\)' WS Rules and (Catawba Temp Rules?).
401s with no comments:
010397(Joseph Coughlin)
1 of 2 4/12/01 1:50 PN.
401 apps
010380(wetland and natural resource consultants inc.)
010306(goose creek restoration)
010297(kimley horn)
010381(sonny hancock chevrolet)
010423(kermit hughes)
010438(Town of Wake Forest)
Megan Owen <megan.owen@ncmaiLnet>
Environmental Planner
North Carolina Department of Environment & Natural Resources
Division of Water Quality
2 of 2 4/12/01 1:50 PM
dr -A7j.? `S
r ?
STATE OF NORTI-I CAROLINA
DEPARTMENT OF TRANSPORTATION
MICI(AEL F. EASLEY 1584 YANCervILL[; STReE;r, Gltl?ENSI3OR0, NC 27415 LYNDO TIPI'crr
GOVERNOR SECRETARY
March 21, 2001
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699 l
ATTN: Ms. Cynthia Van Der Wiele
Wetlands/401 Unit
Dear Ms. Van Der Wiele:
SUBJECT: Caswell County, Replacement of Bridge 14 on NC 62 across Hughes Mill Creek
Please find seven (7) copies a Pre-Construction Notification Application package attached for your
review. If you have any questions or need any additional information, please contact Len Smith or
Dennis Johnson at [phone]. Thank you for your time and assistance.
Sincerely,
Lenwood E. Smith, II, PWS
Division Seven Environmental Officer
cc: Mr. Eric Alsmeyer, USACE
Mr. Dennis Johnson, NCDOT

PI IONE 336-33.1-3192 FAX [phone]
J w SI^/?o
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICI IAEL F. EASLEY 1584 YANCEYVILLF STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR SECRETARY
March 21, 2001
U.S. Army Corps of Engineers
Regulatory Field Office
6508 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
ATTN: Mr. Eric Alsmeyer.
NCDOT Coordinator
Dear Mr. Alsmeyer:
SUBJECT: Caswell County, Replacement of Bridge 14 on NC 62 across Hughes Mill Creek
The North Carolina Department of Transportation (NCDOT) proposes to replace the existing bridge
on NC 62 with a 2 @ 8'X 9' reinforced concrete box culvert 70 feet long. The bridge must be
replaced due to structural deficiencies. No federally protected species or their habitats were
observed during a site visit conducted by Lenwood Smith, II on March 22, 2001. The site is located
in a high quality water zone. Impacts will result from the placement of fill in 70 linear feet of channel
The NCDOT anticipates that tlvs activity will be authorized under General Permit 198200031.
Enclosed please find the project site map and the pre-construction notification form for the above
referenced projects. By copy of this letter we are also requesting a General Water Quality
Certification #3289 from the NC Division of Water Quality. Construction is anticipated to begin in
August 2001.
If you have any questions or need any additional information, please contact Len Smith at (336) 375-
5589. Thank you for your time and assistance.
PEIONE 336-334-3192 FAX [phone]
STATE OF NORTH CAROLINA
DEPARTMENT OF TEZANSPORTATI0N
MICIIAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
Sincerely,
(?:? alt/-zt7
Lenwood E. Smith, II, PWS
Division Seven Environmental Officer
cc: Ms. Cynthia Van Der Wiele, NCDWQ
Mr. Dennis Johnson, NCDOT
LYNDO TIPPETT
SECRETARY
PI IONE 336-334-3192 FAX [phone]
DWQ ID: 00-0241 CORPS ACTION ID 199921279
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) General Permit
198200031
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN 7
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN• JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: NC DEPT OF TRANS -Division of Highways - 7
2. MAILING ADDRESS: 4261 Camp Burton Road -
SUBDIVISION NAME N/A
CITY: McLeansville STATE: North Carolina ZIP CODE: 27301
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME)
(WORK) [phone]
4 IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Lenwood E. Smith II PWS Division Environmental Officer
4261 Cam Burton Road McLeansville NC 27301
[phone]
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Caswell - NEAREST TOWN: Burlington
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Bridge # 14 on NC 62
across Hughes Mill Creek Bridge # 14 is located approximately 1600 feet south of Vinson Road (SR
1114).
6. IMPACTED OR NEAREST STREAM/RIVER: Hughes Mill Creek
RIVER BASIN: Cape Fear River
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES X NO ? IF YES, EXPLAIN: High Quality Water (HQW) with a
Water Supply II (WS-II) designation The critical area is over 8 miles south of the crossing. A hazardous
spill catch basin is not required See the attached checklist.
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROJECT? YES X NO ? IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): _
Action I D # 199921279 Approved under Nationwide Permit # 26. Expired January 5, 2000
General Certification 3103 provided under DWQ 400-0241 See attached documentaion.
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES E] NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: <0.01
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: N/A EXCAVATION: N/A
FLOODING: N/A OTHER : N/A
DRAINAGE : N/A TOTAL ACRES TO BE IMPACTED: N/A
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: AFTER:
WIDTH BEFORE (based on normal high water contours): 18 FT
AVERAGE DEPTH BEFORE: 1 FT AFTER: 1 FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: 70 linear feet of channel impacts
H. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Replacement of a structurally deficient bridge with a 70-foot long 2 n 8'X 9' RC box culvert resulting in
70 linear feet of impact to a perennial stream
Road construction equipment
13. PURPOSE OF PROPOSED WORK: To replace a structurally deficient bridge and improve traffic
Safi
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
The bridge has to be replaced to ensure public safety. Replacement by box culvert is preferred due to the
extended amount of road closure associated with bridge construction. In addition the activity is part of a
linear proiect where waters of the Unites States cannot be avoided.
4-5: YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED No federally protected species or their habitats were observed during a site visit
conducted by Lenwood Smith 11 on March 22, 2001.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED NC State
Historic Preservation Office records from April 12, 2000 state that the existing bridge is not eligible for
- - listing in the National Register of Historic Places (See attached).
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES X NO ? (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO X
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO E)
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF I INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Agricultural/Residential
(t) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM,
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
sv ` r I3a5 nc i /
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31
fur
Name: BURLINGTON NE Location: 036° 14'39.3" N 079° 19'25.4" W
Date: 3/20/2001 Caption: Bddge Replacements on NC 62
Scale: 1 inch equals 2000 feet
1997, Maptech, Inc.
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: Seven County: c2swell Project ID: 5.4842267
River Basin: Cape Fear Bridge No: 14
Route: NC 62 Stream: Hughes Mill Creek
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS l?< l-
ORW J l?
WSI 1. ! F-
WS 11,111 OR IV, Crossing Within 0.5mi of W.S. Critical Area F F
Roadway Criteria:
Route Designation-
Additional Site Information:
Yes No
Arterial Urban F7 F,
Arterial Rural l-r F7
Is a Hazardous Spill Basin Required?
Yes No
F F
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
Adjoining Property Owners
Proposed Replacement of Caswell County Bridge 14 across Hughes Mill Creek
James & Peggy Gregory
12671 NC Hwy 62 S
Burlington, NC 27217
G. R. & Debbi Lea
37 Vinson Road
Burlington, NC 27217
Blanche Garrison Simons
12971 NC Hwy 62 S
Burlington, NC 27217
1 ?Q lr`' l? 2610
North Carolina Department of Cultural Resources ?V` Co 1 49..
State Historic Preservation Office
David L. S. Brook, Administrator
James B. Hunt Jr., Governor Division of Archives and History
Betty Ray McCain, Secretary Jeffrey J. Crow, Director
April 12, 2000
Dennis Johnson
NCDOT
4261 Camp Burton Road
McL.eansvil'e, NC 27301
Re: Replacement of Bridge No. 14 on NC 62 across Jordan's Creek, Caswell County, ER 00-8891
Dear Mr. Johnson:
Thank you for your letter of February 1. 2000, concerning the above project.
We have conducted a search of our maps and files and have located the following structures of historical or
architectural importance within the general area of the project:
Bridge No. 14 was built in 1922.
We recommend that an NCDOT architectural historian identify and evaluate all properties over fifty years of age
and report the findings to us.
There are no known archaeological sites within the proposed project area. Based on our present knowledge of the
area, it is unlikely that any archaeological resources which may be eligible for inclusion in the National Register of
Historic Places will be affected by the project construction. We, therefore, recommend that no archaeological
investigation be conducted in connection with this project.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory
r,..-. a
or, u?]s.cr,c ?'..•npliu;::e v i`h Se.. .,.:•.,,n 105 coa:c:.??a at 34 Cc1• Pa- Ron
, .. ?,?..,. ,. .,
Thank you for your cooperation and consideration. If you have questions concerning the above comment, please
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763.
Sincerely;
-6 -J
David }3rook
Deputy State Historic Preservation Officer
cc: W. Gilmore
B. Church
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount St., Raleigh NC 4617 !Tail Service Center, Raleigh NC 27699-4617 [phone] 733-8653
ARCHAEOLOGY 421 N. Blount St., Raleigh NC 4619 Mail Service Center, Raleigh NC 27699-4619 [phone] 715-2671
RESTORATION 515 N. Blount St., Raleigh NC 4613 Mail Service Center, Raleigh NC 27699-4613 [phone] • 715-4801
?„a STATf o
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
James B. Hunt Jr., Governor Division of Archives and History
Betty Ray McCain, Secretary Jeffrey J. Crow, Director
September 15, 1999
Dennis L. Johnson
Bridge Maintenance Superintendent
NCDOT
P.O. Box 289
Siler City, NC
Re: Replacement of Bridge No 28, NC 62 over Jordan's Creek, Caswell County,
ER 00-7395
Dear Mr. Johnson:
We have received notification of a nationwide permit for the above project and would like to comment.
We have conducted a search of our maps and files and have located the following structures of historical
or architectural importance within the general area of the project:
Bridge No. 14, Caswell County was built in 1922
We recommend that an architectural historian with your staff evaluate Bridge No. 28, and any other
structures in the project area over fifty years of age, and report the findings to us.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966,
the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106, codified
at 36 CFR Part 800, and to Executive Order 11593, "Protection and Enhancement of the Cultural
Environment."
Thank you for your cooperation and consideration. If you have questions concerning this comment,
please contact Ms. Renee Gledhill-Earley, environmental review coordinator, at [phone]
Sincerely,
P?_Lo_
David Brook v
Deputy State Historic Preservation Officer
cc: N.Graf
W.Gilmore
B.Church
109 East Jones Street • Raleigh, North Carolina 27601-2807
State of North Carolina
A
Department of Environment
and Natural Resources
Division of Water Quality
?? r• t j T ' Iv?s ,1111
James B. Hunt, Jr., Governor='r'
Bill Holman, Secretary
Kerr T. Stevens, Director
March 10, 2000
DWQ# 00-0241
Caswell County
Mr. Dennis Johnson
NCDOT
4261 Camp Burton Road
McCleansville, NC, 27301
APPROVAL of 401 Water Quality Certification
Dear Mr. Johnson:
You have our approval, in accordance with the attached conditions and those listed below, to replace bridge
No. 14 on NC 62 across Jordan's Creek (16-14-6-(0.5), WS-II, NSW) in Alamance County, as you described in
your application received by the Division of Water Quality on February 8, 2000. After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3103.
This Certification allows you to use Nationwide Permit Number 14 when issued by the U.S. Army Corps of
Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your
project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed
regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified
in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application for a new certification. If
the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to
be valid, you must follow the conditions listed in the attached certification and the additional condition listed
below.
1. Hazardous spill catch basins should be installed at this crossing, so that runoff will enter the basins rather
than directly flowing into Jordan's Creek.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O.
Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask
for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-9646.
I(Ca for lino 27699-1621
Non-Discharge Branch 1621 Mall Service AX # 733-9959
Telephone [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID 199921279 County Caswell
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: NCDOT/Bridge No. 28/NC Highway 62
Address: Attn: Mr. Dennis L. Johnson
Bridge Maintenance Superintendent
Post Office Box 289
Siler City, North Carolina 27344
Telephone Number: [phone]
Size and Location of project (waterway, road name/number, town,
etc.): Bridge Number 14, on NC Highway 62, approximately 0.25
mile south of SR 1114, approximately 1 mile south of Anderson,
North Carolina. The project is located adjacent to, and above
the headwaters of, Hughes Mill Creek.
Description of Activity: Mechanized landclearing, filling and
excavation activities associated with the replacement of the
existing bridge with a reinforced concrete box culvert, impacting
0.1 acre of waters of the United States.
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
26 Nationwide Permit.
Any violation of the conditions of the Regional General or
Nationwide Permit referenced above may subject the permittee to a
stop work order, a restoration order, and/or appropriate legal
action.
This Department of the Army Regional General/Nationwide Permit
verification does not relieve the permittee of the responsibility
to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate
State and local agencies before beginning work.
Regulatory Project Manager Signature
Date 15 Sentember 1999 Expiration ate 05 January 2000
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST
BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR
AVAILABLE.
PL/i/i/ S HI I E 1-
RIP-RAP
WOODS
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S02°56'34'E _
----------------

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- - - - -. ----= -_-_---_ __- ----------
WOODS
WOODS
SEE DETAIL 'A'
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Construction Sequence
Bridge No. 14 - Caswell County
1. Install rip rap check dam.
2. Remove structure.
3. Install sand bag/stone coffer dam
4. De-water contained area for construction of barrel no. 1
5. Upon completion of barrel no. 1, adjust ends of coffer dam, allowing
stream to flow through barrel no. 1.
6. De-water contained area for construction of barrel no. 2.
7. Upon completion of barrel no. 2, baclifill structure.
8. Place rip rap on all four corners and exposed banks.
9. Seed and mulch remaining disturbed areas.
1O.Silt Fences to be placed as site conditions require.
11.All de-watering will be into a 15' x 15' Dirt Bag
3-23-?t

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View of the channel characteristics under Bridge 14. The substrate is composed of sand.
Downstream view of the stream channel from Bridge 14.
PROJ. REFERENCE N0. SHEET N0. TOTAL SHEETS
ALTERNATE STRUCTURE
I~ 20'x8' CON-SPAN OR EQU{VALENT STATE PROJ. N0. F.A. PROJ. N0. DESCRIPTION
w/CAST IN FLOOR SLAB WOODS
E.O,B. FLR. STA,1O+22,9.0 RECOMMENDED STRUCTURE
(K NAIL) ~L.'-~~.~I - RIP-RAP RIP-RAP
2~ 8'x9' RCBC
WOODS s .,~~4 1 N `11~
SEE DETAIL ~ ,~,a .
B.O.B. FLR. STA. 10 00.0 I
(PK NAIL) EL.= 795,73 ~ +~~~'I'~I
I I Q I ~~b~~I~~~b~d~Qd~~~I~~d~C~~I~C~~U6} I ~ I ~ ~ ~ ~ -
~ LAMP , ' TO A LINE
NC 62 22 BST COUNTY .F- TO -L-
SR 1114 S02°56'34'E aC v WOODS
. - - - - - - - - . - - - - - ~,a,,,~ ~ ..,-.,,,V. 4 E.O.B. FLR. STA. 10+22.9.0
(PK NAIL? L.= 96.01
• ~ ~ ~ iliQ~I~Q~P~' ~I~S~~I~~' ~I~ `4.' Ali ~ ~ . ~ . ~i~ • ~1~~1~~~~4~i~ti~i~Q~a4~l~4~i~4~l~~~1~4~1~4~1~~ RIP-RAP . ,I,Q,p~,I,p~I~Q I Q 14 414 I~QiI~ . ~ ~ ~ ~ ~ 1P-RAP RIP-RAP
NJOODS . a~~~
WOODS SEE DETAIL '
1 N WOODS SEE DETAIL A B.O.B, FLR, STA. 10+00.0 • ~1~~~``. 10+00.0 • ~ ~~,l,pa ~
RIP-RAP (PK NAIL) El.= 795.73 7 . '~~~i1'n 1 X95. 3 _ ~
RIP-RAP i • i ~ • ,I, . ,I,q,pa,p1 - ~
b4diQipf,•~i?~d~pp~l,t~~p~~l,d,p~}~pQ~p~~p~~b+~~I ~ I ~ i • i i • ili • dyad' Q~ • i i • ` ~~---x-•"'"_ adala a al , ' _
~ - TO At INE _ ~ - 22' BST AUNTY t
-----_---NC 62 _L_ C
t- TO ~ , -L SR 1114 SOZ'56'34'
~ ~ ~I~~'I'~'I'~~I~Q~ ~ • ~ ~ ~ ~ ,I~Q,hp~pQ~p4~p~ I I Q 14;~ QIQ ~~1~~'1'Q'I' • i i • i i • •'I' ''I~'I'4`~'I~~'I~~'I'Q'1~4~I~Q~~~~~1~~~I~~~I~Q~1~4 Q I fl ? ~~l~p,l, • ~ ~ ~ l
PROPOSED AREA= 145 sf
WOODS VOODS
, WOODS
SEE [ ALTERNATE STRUCTURE SEE DETAIL A RIP-RAP
STA. 1O+09.0 -L- RIP-RAP
I@ 20`x8' CON-SPAN OR EQUIVALENT
w/CAST IN PLACE FLOOD, SLAB
70° SKEW 800 800 , ~P
\ _Ex'€cAADf PROPOSED 100 r. EX~~~'DE S zT
_ y L.-792.3 - c,~I"
_ _ _ . ~ , ~ , PROPOSED 50yr, i WS EL.=791.0
RHW ~ 790 790 ~ DETAIL A
EL.- 788.9 ~ ~ , , ~ ~ LATERAL `V' DITCH ( Not to Scale )
_ ~ EXISTING 50 yr. WS EL° 791.2 ~ r
PROPOSED 50 r. WS EL.= 791,0 y . Slol~e Natural 2, ~ p
round p I'/Ft. Min. D = Ft.
780 780 *NOTE: GEOTECHNICAL INVESTIGATION Mox.d= Ft.
EXISTING 100 r. WS EL.= 792.1 = • kEQUIRED. Ml , b= ~Ft.
y BED EL. 781,8 PROPOSED 100 r. WS EL,= 792.3 T e of Liner = A ' ' TONE
y ON 0,7/. GRADE
•NOTE:WATER SURFACE ELEVATIONS FROM HEC-RAS
-
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DIVISION OF HIGHWAYS
CASWELL COUNTY
S
- _ - BRG.# 14 ON NC 62
OVER HUGHES MILL
CREIsK
scAr.~ 1'= saAORIZ
1"= 10'VBRT.
SURVEY BY: MBR
DRAWN BY: MBK
~ i - DESIGN BY' CI~CI~D BY:
899