20020927 Ver 1_Complete File_20020611

W ATF Michael F. Easley, Governor
~O?0 9PG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r!J 7 Alan W. Klimek, P.E. Director
> Division of Water Quality
July 3, 2002
Alamance County
DWQ Project No. 02927
APPROVAL of 401 Water Quality Certification
Mr. J.M. Mills, P.E. Division Engineer
NCDOT, Division 7
PO Box 14996
Greensboro, NC 27415
Dear Mr. Mills:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material
permanently in 56 linear feet of streams, and temporarily in 20 linear feet of streams for the purpose of improving
SR 2384 (Tom Boggs Raod) in Alamance County. The'project shall be constructed in accordance with your
application dated May 24, 2002. After reviewing your application, we have decided that this fill is covered by
General Water Quality Certification Number 3375. This certification corresponds to the Nationwide Perinit 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.
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 total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 211.0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification.
1.) Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of
Water Quality upon completion of the project.
2.) For the 20 linear feet.of streams being impacted due to site dewatering activties, the site shall be graded to its
preconstruction contours and revegetated with native vegetation.
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, P.O. Box 27447,
Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748
1??DEwF$
F W A TF Michael F. Easley, Governor
?0?0 qQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
4 ?
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 contact John Hennessy at 919-733-5694 or Steve Mitchell at 919-571-4700.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Sincerely,
Vime-1, P.E.
`Ilaz-
c:\ncdot\SR 2384\wgc\020927wgc.doc
_T.
a
0 2 09 2 ??
•!°. ?• MAY 30 2002
STATE OF NORTH CAROLINA lit. C. DEPT. OF T?i',AJSPORT,TION
DEPARTI p,ff OF TRANSPORTATIONDIVISI0 S
CT IGRAHAM
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR SECRETARY
May 24, 2002
MEMORANDUM TO:
Mr. John Hennessy
Wetlands/401 Unit
FROM:
SUBJECT:
C.N. Edwards
District Engineer, District 1, Division 7
J 1 AW 1 12002 Payment Information - Water Quality Certificate forAlamance County,
Tom Boggs Road (SR 2384)
In accordance with General Statute 143-215.3D(e) the following information if being provided to
facilitate payment of fees associated with the appropriate Water Quality Certificate:
• Certificates being requested: 93375 (NWP 14) and #3366 (NWP 33)
• Work Order Number : 6.472425
• Amount of fee: $200
Sincerely, ??yy
?? -1 l?
C.N. Edwards
District Engineer, District 1, Division 7
F?
PHONE [phone] f 92 FAX [phone]

SLAIZ
?a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYV[LLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR SECRETARY
May 24, 2002
US Army Corps of Engineers
Regulatory Field Office
6508 Falls of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
ATTN.: Mrs. Jean Manuele
NCDOT Coordinator
SUBJECT: Alamance County, Upgrade of Tom Boggs Road (SR 2384) from an unpaved
secondary road to a paved secondary road.
Dear Mrs. Manuele:
The North Carolina Department of Transportation (NCDOT) proposes to upgrade Tom Boggs Road
(SR 2384) from an unpaved to a paved secondary road to reduce future maintenance needs and
increase traffic safety. This activity will result in impacts to a stream due to the replacement and
extension of a crossline pipe to facilitate travel lane and shoulder widening. Total project length is
0.64 miles. The replacement, which is occurring in a US water within the Cape Fear River Basin, is
as follows:
Site Existing Pie Proposed Pie Stream type Impacts (ft)
A t24) of 24" RCP 60' of 87" X 63" CMPA Perennial 36(en),20 (trop),
20 ( )
Cumulative Impacts 36(en),20 (tmp),
20 ( )
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch.
en = enclosure; trop = temporary, rp = rip rap energy dissipaters placed above ordinary high water.
Permanent impacts will result from stream enclosure and placement of rip rap energy dissipaters
above the ordinary high water mark on each side of the newly installed pipe (energy dissipaters will
be included within the confines of the temporary work area. Temporary impacts will result from the
placement of ABC aggregate or a less intrusive dewatering device within the stream during the
dewatering operation. Dewatering devices will be placed on both sides of the pipe being replaced.
The road being upgraded is not a dead end; therefore, a temporary travel lane will not be constructed
as an on-site detour during dewatering of perennial streams. On-site detours will not be provided for
N IONF 336-334-3192 FAX [phone]

a r RH7F??
r?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDo TiPPETT
GOVERNOR SECRETARY
pipe replacements in intermittent streams due to the short duration of the activity. Within 15
working days of the of the pipe replacement activity all dewatering structures and rock silt screens
will be entirely removed and natural stream contours will be restored and seeded.
Mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet. The
project is not located in a High Quality Water. The project will not impact an Essential Fisheries
Habitat. No Threatened or Endangered species were observed during field surveys conducted by
Len Smith for species known to occur in Alamance County (See the attached Endangered Species
Review Sheet for further information). Historic compliance work to be scheduled and concurrence
with the Historic Preservation Office will be obtained if required. Direct impacts will be minimized
by placing a sill in one of the pipes to allow for aquatic life movement during low flow. Secondary
impacts will be minimized by strict enforcement of Best Management Practices for the protection of
surface waters, restrictions against the staging of equipment in or adjacent to waters of the US, and
coordination with the Division Environmental Officer.
The NCDOT anticipates that the pipe replacement activity will be authorized under Nationwide
Permit (NWP) 14 and the dewatering operation will be authorized under NWP 33. This application
is intended as a request for formal written authorization from the USACE for dewatering activities
occurring under NWP 33. This application is also intended as request for written authorization from
the NC Division of Water Quality to replace the pipe under General Water Quality Certificate # 3375
(NWP 14). Enclosed please find the Pre-construction Notification Form and supporting
documentation for the above referenced project. Construction is anticipated to begin
as soon as practicable following authorization and take 4 weeks to complete.
If you have any questions or need any additional information, please contact C.N. Edwards at
[phone] or Len Smith at [phone]. Your time and effort are appreciated.
PtIONE 336-334-3192 FAX [phone]

Sincerely,
. J.M Mills, P.E.
Di ' Engineer NCDOT
cc: Mr. John Hennessy, NCDWQ as? y o Z
Mr. Lenwood Smith, II, PWS, NCDOT
Mr. C.N. Edwards, District Engineer, District 1, Division 7
Mr. Frank Vernon, Area Roadside Field Operations Engineer
Mr. Dennis Johnson, Grade Crew Foreman
PHONE [phone] FAX [phone]

va_STATE OF NORTH CAROLINA
DEPARTWNT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GOVERNOR SECRETARY
May 24, 2002
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
ATTN.: Mr. John Hennessy
Wetlands/401 Unit
Dear Mr. Hennessy
SUBJECT: Alamance County, Upgrade of Tom Boggs Roads (SR 2384) from an unpaved
secondary road to a paved secondary road.
Please find seven (7) copies a Pre-Construction Notification Application package attached for you
review. If you have any questions or need any additional information, please contact C.N. Edwards
at [phone] or Len Smith at [phone]. Your time and effort are appreciated.
Sincerely,
J. Mills, P.E.
Di . n Engineer NCDOT
cc: Mrs. Jean Manuele USACE
as? ZLY/a
Mr. Lenwood Smith, II, PWS, NCDOT 2 ?
Mr. C.N. Edwards, District Engineer, District 1, Division 7
Mr. Frank Vernon, Area Roadside Field Operations Engineer
Mr. Dennis Johnson, Grade Crew Foreman
N IONE 336-334-3192 FAN 336-33 3-3637
X
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No0.20927
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 and 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. J.M. Mills, P.E, Division Engineer - Division 7
Mailing Address: P.O. Box 14996
Greensboro. NC 27415
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Not Applicable
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page I of 8
A
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Tom Boggs Road (SR 2384)
2. T.I.P. Project Number or State Project Number (NCDOT Only):6.472425 (non-TIP)
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Alamance Nearest Town: Graham
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): The site is south of Graham.
From the intersection of N.C.Hwy 87 & I-85 /1-40, take N.C. Hwy 87 south and go 7.19
Miles until you get to S.R. 1004 (Snow Camp Road )then turn right and go 9.8 miles,
Tom Boggs Road (SR 2384) will be on the left just before you get to Chatham County.
5. Site coordinates, if available (UTM or Lat/Long): See the attached USGS map.
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this
application: Agricultural & Residential
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Reedy Branch, DWQ I.D. 16-28-3
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/ih2o.enr.state.iie.us/admin/maps/.)
Page 2 of 8
x
10. Describe the purpose of the proposed work: To upgrade an unpaved secondary road to a
paved secondary road Paving and wideningt are being conducted to reduce future
maintenance costs bring the road up to current construction standards, and increase traffic
11. List the type of equipment to be used to construct the project: Road construction
equipment trackhoe grader, backhoe and bulldozer).
12. Describe the land use in the vicinity of this project: Agricultural , Residential & Forest
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
x
I . Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww. fema. gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)

A
Pipe replacement 36(en)
20(tmp)
20(rp)
Reedy Branch
4'
Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.sov. Several internet sites also allow direct download and printing of USGS maps (e.g., wN wAgoozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 36-enclosure (en),
20-temporary (tmp , 20-rip rap(rp)
Page 4 of 8
x
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Pipe replacement and widening activities are necessarv to increase travel lane and shoulder width
to current construction standards. Primary impacts will be minimized by placing a sill in one of
the pipes. Secondary impacts will be minimized by strict enforcement of Best Mana eg ment
Practices for the protection of wetland and surface waters, restrictions against the staging of
equipment in or adjacent to waters of the US, and coordination with the Division Environmental
Officer.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
Page 5 of 8
x
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
,ide.html.
http://h2o.enr.state.nc.us/ncwetlands/strma
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A finding of insignificant impact is anticipated. Cumulative impacts are less than 150 feet.
The maximum amount of impact to a single stream is 56 linear feet. No Outstanding
Resource Waters, federally protected species or their habitats, or essential fishery habitats
occur in the project area. The project is not located in a High Quality Water.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at httn://h2o.car.state.nc.us/wryAndex.litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Page 6 of 8

Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No 21
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Lone 1 extends out 3U teet perpendicular from near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
x
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
In accordance with the February 25, 1991 delegation agreement one copy of the sediment and
erosion control plan will be submitted to DENR - Division of Land Resources and NCDOT
Roadside Environmental Prior to construction.
XU. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
(Agent'sksig*ture is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
RLINAGTON .?. I ` Yy> A 1
} Rs-,Y ?6z> % 11 1 ?!q?]q\ % 'J '? 1 1-? l •/' .
? \ HuM ri
J ro. nnf/I'm I I z'6 i -\ 22 / I
1.0
f . lz r L ° f 1- / 11
. - /
I
'
I /I ?? - ' CAKE . \ ' I \ I NAMrABN°CdE ainrag°
uACKIA OSH on ?1/ . , B.IIwneM ? \ ^ / \?/ \` , 1J . / ? gJ 1 ?54
1185 1135 ^ _ = LMAT _ - \ U?.E - - I V w MATCH - - - _ - - - - - - UNE
\ S / - - ` ? 1 -I - _ -
7 1 130 1131
V
4 ' O KNw+? - Gb , 4 3z3z 2= I 1 `t/
8ATTIEO+QM
-1133 1129 F \ .' .. "(?f - J I - -
'P ti./ da 2429 1 ( a fa'ro'
?
1200 1130• ? '1
49
24 ^
2409 I' / \../ CE/ J \ 3] I
I ? \1196 ? - ^
]2dl -.. 4 '' \ 11272
- 87
DD
1z n95 .'? ' is \ r / .
ne 11? - 1 ?,, /?? 6 Fl I
1123 r 1" 1 1 r? ` o '-
1121 E 2362
I?_ =1 j ! • I l za / e / 2361
0 \ :?
/ 5,,
i ! ? 113 119 1 126 " 'm ,1, . _ - _ -.r V ? Sa.ayene? I C
n6 , 1 n>p / 2362 tea
1 A r C? Q , e' / I r
d l - n 16 ad 1 ?\\ ^°^° I
p? . p
-7 Z32,
12 117, 238-
.3 i _ I I I
1 J ^ '' -2363 ? - I
- 1 rJ.?. m ?'DOCA Creee ?\ ?\ I ? ,d'/ ?]
c
?
ice C-
p .y zs? ? i \
•C 2? \ ? / ]f•ff
11041. - \ r
1106 ? ? ` 2357, ?. }
1105 1105 2366 C° / .l - 2351 2429 ^-• 21 ]n I --?
1q5 ? 2363 ^ .] - 1.0 Iv- 1003 242 233-S
8'wl- COnCOrO Ch..
1100 - 9 2756
1102 232 B 10p5 :?• 1 'J.'.:
11-? IIB' .b -../1.6 '-rl6B lppa 1005 I. I 1.0 . `IppS 2114 8 r
I- ipp} 1005 r ?
231, 1005 1pp3-L ` ?` Ip03 So"hg Ch.
6
S m 1005 ^ 1. / L6 ` 2331 I Zf38 r ?.? 7 . 3 1005
.1u 1103 Co,; .3 1102 237? \ C -P. 1004^ 1.6 ? .:o? •UM- Mill . d z1]9 21w
36. 1 I 1 > 2359 ^ 2 / . -. C_
2 \A
l:.l al 100 . LAO> . (' Z3]6 2330. ? 2403
1C?o.en' h V 2.371 2348 .5 V \ ^.:? 2343'.-`.C ert 2
101 .4 sylvpn ? 1 I ,9 $3y7 I ^ 21e1
2378 n 1271>5 - Scn. 2360 .5 1.0 .
2385 2338 2348 / Ct . L / n1
.7 I \. PISN SOnt D4nwcu.O ..? 1,D D N T 2349 east \ CrO.e Q 2340 9 21W
? \ 19 Ch. "Q m /~ 2356 L cha,-
2308 2106 238.. 237 y rv / IC62, 275•]' a Sd?\ 2y,6 ,Cn. Cn. 23A1 .5 = iBZ
1 p 2310/ 1. 0 29 .} 1003 . 1. 2
1 \ 2310 i Z352 23'4
2317 '- _ _ \. .
I - l M., 2345
•?'\.. ` /• ?.' \ / .. 2342 z3
2372 4 2351 04
230 2307 2369 . f: .0 2406 / .m ..
1 I / Be*nbnem / I I I.6 'lten°v4
2395 Cn.l 2346 - - 21par
/ - • 4y5 . 1 / ppA p11ve
2300 / m \ 2371 3 2323
2308 2376 h 222 1003 2343 1 'r• ]. ?} - 2342 uCh.
2368004 • 6 2356 1' I- b~2331
Cr.. > 21
. . 1 'Cron
?..-.1..-. _\ . 02
.-.-. .-1- -. Z353
.-.-.-. .-.-.-.-.-.-.
4 0 ^I
s
C H A T H A M C O U N T Y 0
I

NATURAL RESOURCE EVALUATION SHEET
State Project # SR Number Road Name County Investigator(s)
6 .Y -?- 2-Y 2- 5 2384 Tom Boggs Road Alamance Len Smith
Date: River Basin: Water Quality Designation Buffer Rules (Y/1)
09/27/01 Cape Fear C NSW No
Primary Land Use Percent Residential Percent Agricultural: Percent Unmaintained:
Residential 30 0 70
Types of Unmaintained Upland Properties
Community
Type Dominant Tree(s) Dominant Shrub(s) Dominant Herb(s)
Floodplain forest slippery elm, red maple, sweet gum eastern red cedar Japanese honeysuckle, wood
reed, Nepal microste ium
Successional
forest eastern red cedar, mockernut
hickory, Virginia & loblolly pine mockernut hickory, sweet
um, common eenbrier Absent
Clearcut N/A smooth sumac, sweet gum purple gerardia, goldenrods,
bushy aster, beggar-ticks

Waters of the US
Streams

Station
Stream Name Perennial or
Intermittent Ave. Wdth
OHWM) Ave. Dpth
OHWM Ave. Wdth
TOB Ave. Dpth
(TOB)
Notes
19+89 Reedy Branch Perennial 4.0' 0.8' 6.0' 3.0' Bankfull is at
TOB

M.M. = Mile Marker, OHWM = Measurements made from Ordinary High Water Marker, TOB =
Measurements made from the Top of the Bank
Wetlands

Station Within 100-year
Floodplain Distance to
Nearest Stream
linear feet
Cowardin Classification
Dominant Plants

O en Water
Station Name of Waterbody
if applicable) Type of
Waterbod Station Name of Waterbody
if applicable) Type of Waterbody

General Notes/Comments: W 2. -V . j (- Z $ -- 3
Division Environmental Officer
© f
Date
.t

ENDANGERED SPECIES REVIEW FOR DIVISION 7
DISTRICT 1
State Project # SR Number Road Name County
2 2384 Tom Boggs Road Alamance
Alamance County
No Endangered or Threatened Species are listed.
Orange County
River Basin: Cape Fear
Smooth Coneflower (Echinacea laevigata) May be surveyed for from June to September
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
N/A
Michaux's Sumac (Rhus michazah) May be surveyed for from May to October
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
N/A
Small Whorled Pogonia Isotria medeoloides) May surveyed for from May to June
Habitat Survey Date Investigator(s) Man-hours Comments/ Findings
N/A
Red Cockaded Woodpecker (Picoides borealis)
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
N/A
Dwarf Wedge Mussel (Alasmodonta heterodon) - Neuse Basin
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
N/A
James spinymussel (Pleurobema collina) - Roanoke Basin
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
N/A
General Notes/Comments:
Division Environmental Officer
OQ/2_41- el
Date

NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division Seven
County Alamance
Project ID: 6.472425
River Basin Cape Fear Bridge No: N/A
Route 2384 Stream UT to Reedy Branck
Water Quality Criteria
Yes No
Stream Crossing Blueline on USGS ?
ORW ? Z
WSI ? Z
WS II1III, or IV Crossing Within 0.5 mi. of W.S. Critical Area ?
Roadway Criteria
Route Designation Yes No
Arterial Urban ?
Arterial Rural ? Z
Additional Site Information:
Yes
Is a Hazardous Spill Basin Required? ?
No
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).

May 24, 2002
Site A
Construction Sequence and Erosion Control Plan for Replacement of
Pipe with Pipe Using a Pump Around - Alamance County, SR 2384
Work to begin as soon as practicable following authorization.
Construction is anticipated to take 4 weeks.
1. Install a rock silt dam downstream of the work area to prevent incidental sediment
loss.
2. Install ABC aggregate or a less intrusive dewatering device to allow dewatering of
the work area.
3. Install pumps to divert flow around the work area.
4. Remove one existing line of 24' long 24" RC pipe.
5. Excavate to sufficient depth to allow burial of the pipe to 1, place base stone, and
single line of 60' long 87'X 63" CM pipe arch.
6. Backfill the new line of pipe and place rip rap only as needed.
7. Starting from the downstream end, remove the dewatering structure and restore the
natural stream contours.
8. Notify landscape department for final seeding.
9. Silt fences to be placed as site conditions require.
10. A 10' X 15' dirt bag will be used to remove excess water in the hole where the new
pipe is being replaced.
11. Site conditions and weather may alter these plans.
12. A method less intrusive than a pump around system may be utilized if site conditions
allow.
a?
V,
I
O I
I
r
r
Cr
r-

r ? C7

N ? b

n
Y?
cli
I I n
I l

I
U ? l

N
W
00
4.
Jc
1

•1
z
'1

r N ?

oO
76`3
I
4
I
i

41
------------- r
7 S-V, ?SV3XZ. W-W

0
iNETTE C. JOHNSON ,.
80(-672
SR 2384
TOM BOGGS ROAD
ALAMANCE COUNTY
SCALE 1" = 50'
CAPR FEAR RIVER BASIN
NO HIGH QUAILITY WATER
PF?I?
/V1Da NaT P? T
0 ??iP- RAP iN
?p _57R,5A-r, 667'
0-
?? EC4
4?)
I
P•
_ ..b 4 STR Bi
I
f N
O
-}-
N
?? POSE 17 r j? ,
SriX 3, ,C R'1
S FEE 170
,15x3 X2

ly

JI,
c
{
<:?P/qc E- /ZP
U
J R7
f x sat R a a.
J
67 7'
X238 to,- AI:?iMA.CFy?Cp
59
NR_
x 687
i' \ \ M3
g° vV
Name: CRUTCHFIELD CROSSROADS Location: 17 642649 E 3967915 N
Date: 12/18/2001 Caption: Location of the permitted activity - SR 2384
Scale: 1 inch equals 2000 feet
Copyright (C) 1997, Maptech, Inc.
Irk
View immediately upstream from the existing pipe - SR 2384
View of the existing pipe inlet - SR 2384
A11
l \1
N
View immediately Hpst c=i frfro?m" the existing pipe - SR 2384
dO wrtj 1
View of the existing pipe outlet - SR 2384