20011377 Ver 1_Complete File_20010914

o 11;?
.., ; ;=. Vase
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
AUG 1 3 2^"j?

DWQ Project No.: 0113-7.7 County: Gv I L. ralLo M t?tEll n i
Applicant: NC DOT i bss-rR.iG-r L, pi vi S iow "7
Project Name: _S It 33,4? CSsaw%fS - Q.oAO?
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, T.? . -X5.4G-9LAM , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substan ti al com liance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans Ad cifications, and other supporting materials.
C7annfi7rP•? A T)ntar '7-,/-
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Ceifification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe
(periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance and intent of the 401 Water Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No. Date
tJCDENR
C.
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
o?o? wAT?Rp?
r
Michael F. Easley, Governor -
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 2, 2001
Guilford County
DWQ Project No. 011377
Upgrade of SR 3342 (Sawyer Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. S.L. Hall, District Engineer
NCDOT District 2, Division 7
1584 Yanceyville Street
Greensboro, NC 27415
Dear Mr. Hall:
You have our approval, in accordance with the attached conditions and those listed below, to
permanently impact 0.09 acres of palustrine scrub shrub wetland and 60 linear feet of unnamed
tributaries to Stinking Quarter Creek in order to upgrade SR 3342 (Sawyer Road) in Guilford County.
The project should be constructed in accordance with your application dated September 19, 2001 and
additional information dated October 29, 2001. After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification No. 3289 corresponding to the U.S.
Army Corps of Engineers Nationwide Permit Number 14. 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 only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us, in writing, and send us 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 conditions. If total wetland fills for
this project (now or in the future) exceed one acre, or if stream impacts exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 211.0506 (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 below.
1. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within 15 days of
ground-disturbing activities to provide long term erosion control.
2. All pipes required for 'this project `shall be installed in 'such -:'manner that the original stream
profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of pipe
extensions. Pipes shall be installed one foot below the stream to allow for fish and other wildlife
movement.
3. All work shall be performed during low flow conditions.
4. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
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.ustncwebands/
5. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap must be limited to the stream bank below the high water
mark, and vegetation must be used for stabilization above high water.
6. Rock silt screens at culvert outlets shall be removed at project completion.
Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ 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 NC Division of Water Quality upon
completion of the project.
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 Ms. Cynthia Van Der Wiele at 919-733-9646
or Ms. Jennifer Frye of the Winston-Salem Regional Office at 336.771.4600.
Sincerely,
Attachment
FILE COPY
STATE o NORTH CAROLINA
DEPART ENT (]F TRANSPORTA110N
MICHAEL F. EASLEY 158+3 YANCMALLE S`PRMT, CMENSKMO, NC 27415
GOVMMR
October 29, 2001
NC DENR Division of Water Qua.}ity
2321 Crabtme Blvd.
Raleigh, NC 27604
fk. [phone]
AT TN; Ms. Cynthia Van der Mole
Wetk%W401 V nit
L,YNW TIPPETT
STARY
SuajECT: Guilford County, Upgrade of Sawyer Road (SR 3342) from an unpaved won dary
road to & paved secondary road. DWI # 01-1377
bear Ms. Van der Wiele:
This letter is joended to supply the information requested in your letter dated October 22, 2001.
1) nie amount of Wetland impact will be 0.09 acres. This i'Mact will occur in a0 irregularly
nnaWained palnstrine scrub shrub wetland.
2) Relocation of the existing ditch will not drain the existing wetlands for the following rcasaua
a) The relocated ditch will follow the profile of the existing ditch, themforc, drainage will not be
increased.
b) The wetland to be impacted is located between two ditohcs leaving a manmade pond located
rely upstxeara of the wetland. Wetland hydrology is present due to seepage through
the dam of the pond. To drain the wetland the oxisting dam would have to be replaced, and
the existing We ditches would have to be enlarged. It atilt be difficult to drain the wetland by
relocatft the existing roadside ditch as it rusts perpendicular to flows received from the
pond.
c) The site plans and construction sequence for site I (Station 02+00) have been modified to
state thM the pipe being replaced will be set at stream channel elevation to prevent dnahWe
of the wetland.
if you have any questions or need any additional, info Lion, please contact
Paul Ingram at (33+6) 375-5475 or Len Stnith at [phone]. Your time and effort are
appreciated.
MONE 336-334.3192 FAX [phone]
STATE OF NORTH CAROLINA
D EPART T OF TRANSPORTATION
NtCHAEL F. EASLEsY 1584 YANIGUTv"LLB STMT, GREUNSBMO, NC 274 x 5 LYNDv TDP1Pm
grAMURY
OOVEMOR S.L. Hall
District Eattgin=r, District 2, Division 7
CC" Ms. CyntWa Van der Wiele, NCDWQ
Mr. Lenwood Sn*k II, PWS, NCDO T
PH 33&334-3192 FAX [phone]
,t
September 10, 2001
site 1
Consumetion Sequence and Erosion Control Flan for Replacement of
pipe with Pipe on a Through Road - Guilford County, SR 3342
Mork to begin in October.
Construction is anticipated to take 2 weeks.
1. install a rock silt darn dowwuvam of the proposed diversion channel outlet to prevent
incidental sediment loss front the diversion channel.
2. Dig a diversion channel to dewater the construction area. The diversion channel will
be approximtely the same width as tW existing channel.
3. Line the diversion channel with poly-fabric to prevent sediment foss.
4. Install and bags, cofferdams, or Sheet piles to force flow into the diversion channel,
5. Mach the inlet and outlet darns of the diversion channel.
6. Remove one exists lure of 36' long 18" RC pipe.
7. Excavate to sufficient depth to facilitate p1mement of the pipe at channel bed
elevation, place base stone, and single line of 60' tons 24" CM pipe-
s. Backfxlt the new line of pipe and place rip-rap at ends.
9. Starth* from the downstream end, remove the sand bags. rock silt darns, or slit
piles and restore the natural stream contours.
10. Place ABC aggregate at each end of the diversion channel forcing flow through the
pipe.
11. Dewater the diversion chmml, backfill with suitable z zkTial, and compact the
backflled material.
12. Notify landscape department for final seeding.
13. Silt fences to be placed as site conditions require.
14. A 10' X 15' dirt bas will be used to remove excess water in the holo where the new
pipe is being replaced..
15. Site conditions and weather y alter these plans.
16. A pump around system or rock silt screen may be utilized is place of a diversion
channel if conditions allow.
Supervisor Approved
Ao? '4-
r
> =i
O -c
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
October 22, 2001
DWQ # 01-1377
Guilford County
Mr. S. L. Hall
District Engineer
District 2, Division 7
1584 Yanceyville Street
Greensboro, NC 27415
Dear Mr. Hall:
FILE COPY
On September 20, 2001 the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plan
to fill wetlands for the purpose of upgrading SR 3342 in Guilford. Approval from DWQ is required to disturb these wetlands. Please
provide seven copies of the following information and refer to the DWQ # listed above in your reply. The application requests 0.9 acres
of wetland impact while the cover letter (dated July 30, 2001) indicates 0.09 acres of wetland impact. Please clarify. Also please
address whether relocation of this pipe would drain the adjacent wetlands.
Please call Cynthia Van DerWiele at [phone] if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505©. The processing time for this
application will begin when this information is received. If we do not hear you by writing within three (3) weeks we will assume you no
longer want to pursue the project and will consider it withdrawn.
cc: Winston-Salem DWQ Regional Office
Raleigh Corps Engineers
Central Files
File Copy - - -
Cynthia Van DerWiele

Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
w
NCD
Customer Service
1 800 623-7748
?? yY=R f. ??h
w
i,J F ` n?V

Michael F. Easley
Governor
William G. Ross,Jr.Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
26 b?
DWQ#
U- ac County,
Y ? ' J K>rN` ? ??
t?
vvaern. t IU 1 1. \ VA
On l the Division of Water Quality ( Q) was notified by eceipt of ?ur
applications regar ing your plan to fill wetlands for the purpose f in U.t 16 r
County. Approval from DWQ is required to disturb these W f -.Please provide seven copies
of th Ilowing information and refer to the DWQ # listed above in your reply. I cu scri a 'n
2 .0 , we w' requir ou to to all s arcs and onds o e proper Pleas s
thes on m of Sul s al or i s ce 1 = 0 fe a gi ermin ur sects'
compliance with 15A CAC .0500.
Please call at [phone] if you have any questions or woul require copies of our rules or
procedural materials This project will.remain on hold as incomplete in a ordance with 15A NCAC 2H
.0505(c). The proc sing time for this application will begin when this infor ation is received. If we do not
hear from you by riling within three (3) weeks we will assume you no longe want to pursue the project and
will consider it wit drawn. eS'I"
?`
Lo
4Sincerely, ?y , ^ C ? Q.0'
1 V
John R. Dorney u - ?; , t) 1
J-
pd?
Q
Cc: W V` DWQ Regional Office
Corps of Engineers
File Copy
Central Files
le ?2 l V10 5 ', e
MEW
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit [phone]
Fax [phone]

STATE OF NORTH CAROLINA
DEPARTI" OF TRANSFORTAUON
W AEL F. EA,SLEY 1584 YANCEYVxLT E STREFT, GkpPNSBORO, NC 27415 LYNDO T7IPPM
GOVERNOIL
FACSIMILE TRANSMITTAL SHEEN'
TO:
maw.
Cyahia Van der Wiele Lenwood Smith, II, PWS
COWANY: DATE:
NCDENR - D W Q OC'T'OB 29, .2001
FAX 14UNDAR: TO-CAL 140. OF PAM MCLUDIN4 COVSk!
[phone] 4
PU4M,W NUMBER:
(919) 733»1786 SR 3342, DWQ # 01-1377
X URGENT 0 FOR REVIEW G PLEASE COMMENT CI PLEASE REPLY Q PLEASE RECYCLE
NO'I'E5/C,OMMBNTS:
Sevra had CpFiCS are In tht xlt 4
PHONE 336,?3M1-3142 FAX 33&334.307
K d i°M
401 ISSUED wry o-
t •w•? FILE COPY
a..
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
September 19, 2001
U.S. 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
Dear Mrs. Manuele:
LYNDo TIPPETr
SECRETARY
SUBJECT: Guilford County, Upgrade of Sawyer Road (SR 3342) from an unpaved secondary
road to a paved secondary road.
Due to miscommunication within the NCDOT improper pipe sizes were provided in the application
dated July 30, 2001. The corrections are as follows:
Site Existing Pie Proposed Pie Stream type Impacts (ft)
1 36' of 18" RCP 60' of 24" CMP Perennial 24(pm), 20(tmp),
10 )
2 44' of 36" RCP 60' of 54" CMP Perennial 16(pm), 20(tmp),
20 )
3 40' of 36" RCP 60'o f 48" CNW Perennial 20(pm), 20(tmp),
20 )
Cumulative Impacts 60(pm), 60(tmp),
60
KC;P = remtorced concrete pipe; CMP = Corrugated metal pipe;
pm = permanent; tmp = temporary, rp = rip-rap energy dissipaters placed above ordinary high water.
I apologize for any inconvenience this error may have caused. If you have any questions or need any
additional information, please contact Paul Ingram at [phone] or Len Smith at (336) 375-
5589. Your time and effort are appreciated.
PHOr1E 336-334-3192 FAX [phone]
qa AATE
.vd
.rm
Vaw`?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTA110N
MICHAEL F. EASLEY 1584 YANCEYViLLE STREET, GREENSBORO, NC 27415
GOVERNOR
Sincerely,
c-
Lenwood E. Smith, II, PWS
Division Seven Environmental Officer
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. S.L. Hall, NCDOT
LYNw TIPPETT
SECRETARY
PHONE [phone] FAX [phone]
J
auv
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EAsLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
September 19, 2001
U.S. 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
Dear Mrs. Manuele:
LYNDo TiPPETr
SECRETARY
SUBJECT: Guilford County, Upgrade of Sawyer Road (SR 3342) from an unpaved secondary
road to a paved secondary road.
Due to miscommunication within the NCDOT improper pipe sizes were provided in the application
dated July 30, 2001. The corrections are as follows:
Site Existing Pie Proposed Pie Stream type Impacts ($)
1 36' of 18" RCP 60' of 24" CMP Perennial 24(pm), 20(tmp),
10 )
2 44' of 36" RCP 60' of 54" CMP Perennial 16(pm), 20(tmp),
20 )
3 40' of 36" RCP 60' of 48" CMP Perennial 20(pm), 20(tmp),
20 )
Cumulative Impacts 60(pm), 60(tmp),
64
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe;
pm = permanent; tmp = temporary, rp = rip-rap energy dissipaters placed above ordinary high water.
I apologize for any inconvenience this error may have caused. If you have any questions or need any
additional information, please contact Paul Ingram at [phone] or Len Smith at (336) 375-
5589. Your time and effort are appreciated.
PHONE [phone] FAX [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EAsLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
Sincerely,
ce'?'-
Lenwood E. Smith, II, PWS
Division Seven Environmental Officer
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. S.L. Hall, NCDOT
PHONE [phone] FAX [phone]
LYNDO TIPPETT
SECRETARY
d?v
STATE OF NORTH CAROLINA
DEPARTMENT OF TFANSPORTATION
WHAEL F. EASLEY 1584 YANcEYviLLE STREET, GREENSBORO, NC 27415 LYNDo TIPPETT
GOVERNOR SECRETARY
September 19, 2001
U.S. 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
Dear Mrs. Manuele:
SUBJECT: Guilford County, Upgrade of Sawyer Road (SR 3342) from an unpaved secondary
road to a paved secondary road.
Due to miscommunication within the NCDOT improper pipe sizes were provided in the application
dated July 30, 2001. The corrections are as follows:
Site Existing Pie Proposed Pie Stream type Impacts (ft)
1 36' of 18" RCP 60' of 24" CMP Perennial 24(pm), 20(tmp),
10 )
2 44' of 36" RCP 60' of 54" CMP Perennial 16(pm), 20(tmp),
20 )
3 40' of 36" RCP 60' of 48" CMP Perennial 20(pm), 20(tmp),
20 )
Cumulative Impacts 60(pm), 60(tmp),
60
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe;
pm = permanent; tmp = temporary, rp = rip-rap energy dissipaters placed above ordinary high water.
I apologize for any inconvenience this error may have caused. If you have any questions or need any
additional information, please contact Paul Ingram at [phone] or Len Smith at (336) 375-
5589. Your time and effort are appreciated.
PHONE [phone] FAX [phone]
+?SfNEa
d
STATE OF NORTH CAROLINA
DEPARTNENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEWLLE STREET, GREENSBORO, NC 27415
GOVERNOR
Sincerely,
(?_- e'1/
Lenwood E. Smith, 11, PWS
Division Seven Environmental Officer
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. S.L. Hall, NCDOT
LYNDO TIPPETT
SECRETARY
PHONE [phone] FAX [phone]

STATE OF NORTH CAROLINA
DE'ARTNENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDo TIPPETT
GOVERNOR SECRETARY
September 19, 2001
U.S. Army Corps of Engineers
Regulatory Field Office
6508 Fails of the Neuse Road, Suite 105
Raleigh, North Carolina 27615
ATTN: Mrs. Jean Manuele
NCDOT Coordinator
Dear Mrs. Manuele:
SUBJECT: Guilford County, Upgrade of Sawyer Road (SR 3342) from an unpaved secondary
road to a paved secondary road.
Due to miscommunication within the NCDOT improper pipe sizes were provided in the application
dated July 30, 2001. The corrections are as follows:
Site Existing Pie Proposed Pie Stream type Impacts (#t
1 36' of 18" RCP 60' of 24" CMP Perennial 24(pm), 20(tmp),
10 )
2 44' of 36" RCP 60' of 54" CMP Perennial 16(pm), 20(tmp),
20 )
3 40' of 36" RCP 60' of 48" CMP Perennial 20(pm), 20(tmp),
20 )
Cumulative Impacts 60(pm), 60(tmp),
60
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe;
pm = permanent; tmp = temporary, rp = rip-rap energy dissipaters placed above ordinary high water.
I apologize for any inconvenience this error may have caused. If you have any questions or need any
additional information, please contact Paul Ingram at [phone] or Len Smith at (336) 375-
5589. Your time and effort are appreciated.
PHONE [phone] FAX [phone]
d¢ S7?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
Sincerely,
ce4l'-o
Lenwood E. Smith, II, PWS
Division Seven Environmental Officer
cc: Ms. Cynthia. Van der Wiele, NCDWQ
Mr. S.L. Hall, NCDOT
LYNDO TIPPETT
SECRETARY
PHONE [phone] FAX [phone]

STATE OF NORTH CAROLINA
DEPART ENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENsBoxo, NC 27415 LYNDo TIPPETT
GOVERNOR SECRETARY
September 19, 2001
U.S. 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
Dear Mrs. Manuele:
SUBJECT: Guilford County, Upgrade of Sawyer Road (SR 3342) from an unpaved secondary
road to a paved secondary road.
Due to miscommunication within the NCDOT improper pipe sizes were provided in the application
dated July 30, 2001. The corrections are as follows:
Site Existing Pie Proposed Pie Stream type Impacts (ft)
1 36' of 18" RCP 60' of 24" CMP Perennial 24(pm), 20(tmp),
10 )
2 44' of 36" RCP 60' of 54" CMP Perennial 16(pm), 20(tmp),
20
3 40' of 36" RCP 60' of 48" CMP Perennial 20(pm), 20(tmp),
20 )
Cumulative Impacts 60(pm), 60(tmp),
60
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe;
pm = permanent; tmp = temporary, rp = rip-rap energy dissipaters placed above ordinary high water.
I apologize for any inconvenience this error may have caused. If you have any questions or need any
additional information, please contact Paul Ingram at [phone] or Len Smith at (336) 375-
5589. Your time and effort are appreciated.
PHONE [phone] FAX [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEWLLE STREET, GREENSBORO, NC 27415
GOVERNOR
Sincerely,
cLenwood E. Smith, II, PWS
Division Seven Environmental Officer
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. S.L. Hall, NCDOT
LYNW TIPPETT
SECRETARY
PHONE [phone] FAX [phone]
r

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO TIPPETT
GovERNOR SECRETARY
September 19, 2001
U.S. 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
Dear Mrs. Manuele:
SUBJECT: Guilford County, Upgrade of Sawyer Road (SR 3342) from an unpaved secondary
road to a paved secondary road.
Due to miscommunication within the NCDOT improper pipe sizes were provided in the application
dated July 30, 2001. The corrections are as follows:
Site Existing Pie Proposed Pie Stream type Impacts (ft)
1 36' of 18" RCP 60' of 24" CMP Perennial 24(pm), 20(tmp),
10 )
2 44' of 36" RCP 60' of 54" CMP Perennial 16(pm), 20(tmp),
20 )
3 40 of 36" RCP 60' of 48" CMP Perennial 20(pm), 20(tmp),
20
Cumulative Impacts 60(pm), 60(tmp),
60
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe;
pm = permanent; tmp = temporary, rp = rip-rap energy dissipaters placed above ordinary high water.
I apologize for any inconvenience this error may have caused. If you have any questions or need any
additional information, please contact Paul Ingram at [phone] or Len Smith at (336) 375-
5589. Your time and effort are appreciated.
PHONE [phone] FAX [phone]
¢'R?a
d
r=
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GOVERNOR
Sincerely,
Lenwood E. Smith, II, PWS
Division Seven Environmental Officer
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. S.L. Hall, NCDOT
LYNDO TIPPETT
SECRETARY
PHONE [phone] FAX [phone]
1
oa3NEa
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415
GovERNoR
September 19, 2001
U.S. 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 -
Dear Mrs. Manuele:
LYNDo TIPPETr
SECRETARY
SUBJECT: Guilford County, Upgrade of Sawyer Road (SR 3342) from an unpaved secondary
road to a paved secondary road.
Due to miscommunication within the NCDOT improper pipe sizes were provided in the application
dated July 30, 2001. The corrections are as follows:
Site Existing Pie Proposed Pie Stream t e Impacts (ft)
1 36' of 18" RCP 60' of 24" CMP Perennial 24(pm), 20(tmp),
14 )
2 44' of 36" RCP 60' of 54" CMP Perennial 16(pm), 20(tmp),
20 )
3 40' of 36" RCP 60' of 48" CMP Perennial 20(pm), 20(tmp),
20
Cumulative Impacts 60(pm), 60(tmp),
64
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe;
pm = permanent; tmp = temporary, rp = rip-rap energy dissipaters placed above ordinary high water.
I apologize for any inconvenience this error may have caused. If you have any questions or need any
additional information, please contact Paul Ingram at [phone] or Len Smith at (336) 375-
5589. Your time and effort are appreciated.
PHONE [phone] FAX [phone]
451
d
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY 1584 YANCEYViLLE STREET, GREENSBORO, NC 27415
GOVERNOR
Sincerely,
c-, e
, 0?? Lenwood E. Smith, II, PWS
Division Seven Environmental Officer
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. S.L. Hall, NCDOT
LyNw Timm
SECRETARY
PHONE [phone] FAX [phone]

4
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
NUCHAEL F. EASLEY 1584 YANCEYVILLE STREET, GREENSBORO, NC 27415 LYNDO T>PPETT
G=OVERNOR SECRETARY
July 30, 2001
NC DENR Division of Water Quality
1650 Mail Service Center 011377
Raleigh, NC 27699
ATTN: Ms. Cynthia Van der Wiele
Wetlands/401 Unit
Dear Ms. Van der Wiele:
SUBJECT: Guilford County, Upgrade of Sawyer Road (SR 3342) 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 Paul Ingram at
[phone] or Len Smith at [phone]. Your time and effort are appreciated.
Sincerely,
,!!?- L - ?Xjc*,_
S.L. Hall
District Engineer, District 2, Division 7
cc: Mrs. Jean Manule, USACE
Mr. Lenwood Smith, II, PWS, NCDOT
?D
PHONE [phone] PAX336-334-3637

gtsw? 4
?r MrM1
?NNM?
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
July 30, 2001
U.S. 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
Dear Mrs. Manuele:
LYNDO TIPPETT
SECRETARY
SUBJECT: Guilford County, Upgrade of Sawyer Road (SR 3342) from and unpaved secondary
road to a paved secondary road.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade Sawyer Road
(SR 3342) from an unpaved to a paved secondary road to reduce future maintenance needs and
increase traffic safety. Total project length is 0.90 miles.
This activity will result in the impacts to waters of the Unites States including streams and wetlands.
Stream impacts will result from the replacement and extension of crossline pipes to facilitate travel
lane and shoulder widening during upgrade. The pipe replacements, which are occurring in waters
within the Cape Fear River Basin, are as follows:
Site Existing Proposed Stream Type Impacts (ft)
1 36' of 18" RCP 60' of 18" CMP Perennial 24 (pm), 20 (tmp),
10(rp)
2 44' of 36" RCP 60' of 48" CMP Perennial 16 (pm), 20 (tmp),
20( )
3 40' of 36" RCP 60' of 42" CMP Perennial 20(pm), 20(tmp),
20( )
Cumulative Impacts 60(pm), 60(tmp),
50( )
RCP = reinforced concrete pipe; CMP = corrugated metal pipe; CMPA = corrugated metal pipe arch,
CSPA = corrugated steel pipe arch
pm = permanent; tmp = temporary; rp = rip-rap energy dissipaters placed above ordinary high water.
P. O. Box 14996 Greensboro. NC 27415-4996 Telephone No. [phone]
Fax No. [phone]
Page 2
Mrs. Manuele
July 30, 2001
Temporary impacts will result from the placement of sand bags, cofferdams, or sheet piles during
the dewatering operation. Following completion of the pipe replacement activity, all dewatering
structures will be entirely removed, and natural stream contours will be restored and seeded.
All wetland impacts will occur in an irregularly maintained palustrine scrub-shrub wetland
identified as Unit A (see the attached plan sheets). Impacts to Unit A include placement of fill
material to facilitate travel lane and shoulder improvement, and relocation of an existing ditch
through the wetland community. The ditch is being relocated to allow placement of the roadbed at
the current elevation. The roadbed is being held at the current elevation to avoid impacts to the
palustrine forested wetland identified as Unit B and reduce the amount of fill material being placed
within the 100-year floodplain. The relocated ditch will follow the profile of the existing ditch.
Wetland impacts will equal 0.09 acres.
Required mitigation is not anticipated, as the impacts to any individual stream or wetland do not
exceed 150 feet or 0.10 acres, and no High Quality or Outstanding Resource Waters, or unique
natural wetlands occur in the project area. No Threatened or Endangered species were observed
during field surveys conducted by Len Smith for species known to occur in or close to Guilford
County. Records from the NCDOT Historic Architect indicate compliance with the National
Historic Preservation Act. 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 proposed filling activities will be authorized under Nationwide
Permit 14 and the dewatering operation will be authorized under NWP 33. This application is
intended as a request for formal written authorization from USACE to place fill in the wetland at
Site 1 under NWP 14, and dewater streams at Sites 1 and 2 under NWP 33. This application is also
intended as request for written authorization from the NC Division of Water Quality for filling
activities at Sites 1 and 2 under General Water Quality Certificate #3289 (NWP 14). Enclosed
please find the project site map and the pre-construction notification form for the above referenced
project. Construction is anticipated to begin as soon as practicable following authorization and take
3 weeks to complete.
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]
Page 3
Mrs. Manuele
June 11, 2001
If you have any questions or need any additional information, please contact Len Smith at (336)
375-5589 or Paul Ingram at [phone]. Your time and effort are appreciated.
Sincerely,
,5. L
S. L. Hall
District Engineer, District 2, Division 7
cc: Ms. Cynthia Van der Wiele, NCDWQ
Mr. Lenwood Smith, II, PWS, NCDOT
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. [phone] Fax No. [phone]

OF ATF
Pre-Construction Notification (PCN) Application Form
?G
?r
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm apn.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.,saw.usace.arLny.mil/wetlands/regtour.ht m, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 11
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USAGE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
E
information requested on this form will result in a complete application for any of the m?AC
e
Nationwide, Regional or General permits. To review the minimum amount of information that st b
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 1,2893
(March 9, 2000), available at http://wvvw.saw.usace.army.mil/wetlands/nwpfinalFedReipdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing perio I ds.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant ,is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of I I
Office Use Onl : 011377FOnn version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
Z Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14 & 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: ?
IL Applicant Information
1. Owner/Applicant Information
Name: Mr. J M Mills PE Division Engineer - Division 7
Mailing Address: 1584 Yanceyyille Street
Greensboro NC 27415
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
i
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: Mr. S L Hall District 2 E aineer
Company Affiliation: NCDOT - Division 7
Mailing Address: 1584 Yanceyville Street
Greensboro. NC 27415
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: , Ihall dot state nc us
Page 3 of 11
M. 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: Sawyer Road (SR 334Q
2, T.I.P. Project Number (NCDOT Only): 6.492737 (Non-Tin)
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Guilford Nearest Town: Julian
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): The project is accessed from US
Interstate 85/40 by exiting on NC-61 (Exit 1381 and proceeding south to the end of NC --
61 NC-61 slits before it meets with NC-62. Veer to the right at the split and proceed west
on NC-62 Proceed to the first major intersection and head east on Alamance Church Road
(SR 1005) Saw-yer Road is the first left turn
5. Site coordinates, if available (UTM or Lat/Long): See the attached sheet
(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:
Residential/Agricultural
7. Property size (acres): N/A
8.-Nearest body-of-water (stream/river/sound/ocean/lake): UT to Stinking Quarter Creek
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 httpJ/h2o.enr.state.nc.us/admin/maps/.)
I
Page 4of 1 I
10. Describe the purpose of the proposed work: Upgrade of an unpaved secondary road to a
paved secondary road Paving and widening are being conducted to reduce future
maintenance costs bring the road un to current construction standards, and increase traffic
safety.
11. List the type of equipment to be used to construct the project: Road construction
P.,guiument (trackhoe grader backhoe., and bulldozer
12. Describe the land use in the vicinity of this project: Forest and pasture
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.
N/A
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: N/A
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 5 of 11
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres (es/no (linear feet
Placement of fill PFOl Eh. See that
1 to facilitate road 0.9 Yes Floodplain - 0 attached data sheet for
and shoulder further information.
widening.

* List each impact separately and identify temporary impacts. Impacts include, but are not tinutea to: mechanized clearing, grading, nu,
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 httu://www. 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: 0.9
2. Stream impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact (please specify)

1
Pipe replacement 24(pm),
20(tmp), UT to Stinking Quarter
5.0,
Perennial
10(rp) Creek

2
Pipe replacement 16(pm),
20(tmp),
Quarter
to S
10.0'
Perennial
20(rp) Cree

3
Pipe replacement 20(pm),
20(tmp) UT to Stinking Quarter
3.0,
Perennial
,
20 Creek

k List each impact separately and identity temporary impacts. impacts mctuae, but are not umitea to: culverts ana associatea rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and aver, and net loss/gam),
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
w%.v,,v.usgs.sov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
ww%v.mapquest.ccm etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 60 - permanent (pml; 60
- temporary (tmp)60 -rip rap (rp)_
Page 6 of 11
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: tilt, 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: NIA 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 activities and widening activities are necessary to increase travel lane and
shoulder width to current construction standards. All wetland impacts will occur only in the
irregulars maintained palustrine scrub-shrub wetland identified as Unit A (See the attached ulan
sheets) The existing, ditch within Unit A is being relocated to allow placement of the roadbed at
the current elevation. The roadbed is being held at the current elevation to avoid impacts to the
palustrine forested wetland identified as Unit B and reduce the amount fill material being placed
within the 100-year floodplain. The relocated ditch will follow the profile of the existing ditch
Secondary impacts will be minimized by strict enforcement of Best Management Practices
(BMPs) for the protection of wetlands and surface waters, restrictions against the sta ikg of
equipment in or adjacent to waters of the US and coordination with the Division Environmental
Officer.
Page 7 of 11
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
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
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
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 insi nificant impact is anticipated. Cumulative impacts are less than 0.10 acres
for wetlands and 150 feet for streams. The maximum amount of permanent impact to a
single perennial stream is 24 linear feet. No High Quality or Outstanding Resource Waters,
or unique natural wetlands occur in the project area.
Page 8 of 11
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 hq://h2o.enr.state.nc.us/wri)/index.htm. 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
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
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
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 11
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* s ul are feet Multiplier M? ato
1
2
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
M.
XH.
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 2B .0242 or.0260.
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 theFebruaa 25, 1991 dele atg ion 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.
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.
X1H. Violation&_(D_WQ On1y_)_
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 ?
Page 10 of 11
XIV. Other Circumstances (Optionao:
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).
-?5. L .
-/z-O/
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11
SITE COORDINATES
Site Number Station Easternly Northernly
1 2+00 17 06 27 719 00 39 79 798
2 27+00 17 06 28 375 00 39 80 052
3 41+05 17 06 28 730 00 39 80 287
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Name: KIMESVILLE Location: 17 628352 E 3980049 N
Date: 9/10/2001 Caption: Location of permitted activities on Guilford Cty. - SR 3342
Scale: 1 inch equals 2000 feet
Copyright (C) 1997, Maptech, Inc.
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NATURAL RESOURCE EVALUATION SHEET i
State Project # SR Number Road Name Coun Investi ato s I
6.492737 3342 Sawyer Road Guilford Len Smith j
Date: River Basin: Water Quality Designation Buffer Rules (Y/1)
11/30/00 Cape Fear C NSW No
Primary Land Use Percent Residential Percent Agricultural: Percent Unmaintained:
Agriculture 30 50 20
Waters of the US
Q+ o a.
Perennial or Ave. Wdth Ave. Dpth Ave. Wdth Ave. Dpth Notes
Station Stream Name Intermittent (Olii' M) (OHWM) (TOB) (TOB)
2+00 UT to Stinking Perennial 5.0' 0.5' 7.0' 1.5'
Quarter Creek
27+00 UT to Stinking Perennial 10.0' 1.0' 14.0' 3.0'
Quarter Creek
41+OS UT to Stinking Perennial 3.0' 0.5' 5.0' 2.0'
Quarter Creek
M.M. = Mile Marker, OHWM = Measurements made from vramary rngn water Marker, i vn =
Measurements made from the Top of the Bank
W"O.M" a

Station Within loo-year Distance to
Nearest Stream'
Cowardin Classification
Dominant Plants
Flovdplain (linear feet
Community A - black willow, soft
rush, green ash.
2+00 - Yes 0 PSS1Eh/F01E Community B - sweet gum, red
4+00
maple, Nepal microstegium

nv%012 WQ*AV-

Station Name of Waterbody
if applicable) Type of
Waterbod
M'M' Name of Waterbody
if a licable Type of Waterbody
N/A

General Notes/Comments:
Division Environmental Offices ate
ENDANGERED SPECIES REVIEW FOR DIVISION 7
DISTRICT 2
State Project # SR Number Road Name county
6.492737 3342 Sawyer Road Guilford
Guilford County
Bald Eagle (Haliaeetus leucocephalus). Lake Higgins Area.
Is the activity within the primary or secondary zone Yes ? No
James s in ussel Pleurobema collina - Roanoke Basin
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
N/A
Potential Species (Listed in Nearby Counties)
Schweinitz's sunflower (Helianthus schweinitzii) May be surveyed for from late August to October
Habitat Survey Date Investigator(s) Man-hours Comments/Findings
No 11/30/00 Len Smith 1.0
General Notes/Comments:
Division Environmental Officer D to
NCDOT
HAZARDOUS SPILT, BASIN CHECKLIST
Division: _Seven - County: _ l Ilford Project ID: Fi_4.22737
River Basin: Cape Fear Bridge No: N/A
Route: 3342 Stream: UT to Stinking Quarter Creek
Water Quality Criteria:
Yes No
F?
ORW r Eli.
WSI r t?
WS II,III OR IV, Crossing Within 0.5mi of W. S. Critical Area I", F
Roadway Criteria:
Route Designation-
Yes No
Arterial Urban i.: r
Arterial Rural ri 1?
Additional Site Information:
Yes No
Is a Hazardous Spill Basin Required? r t°'
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
EKU51U (;UN. I KUL FLAT)
PROPOSEDIMPROVEMENTS
S.:R: 3342 SAWYER RD.
GREENE TOWNSHIP - GUILFORD COUNTY, N.C.
SHEET 1 OF 2 LENGTH - 0.86 MILES
W.O. # 6.492737 .60' RlW
DATE : 3-30-01 SCALE: 1" =100'
UTILITIES
X DUKE POWER. CO.
x BELL SOUTH TEL. CO.
PIEDMONT NATURAL GAS CO.
CABLE TELEVISION
v
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Slope 2:1
60 Ft.
RIGHT OF WAY
6' 10' 10'
houlder
" 1 FT 114' f FT 1 W I FT
SHEET 8of8
® EIP - Found
n PI- Mr.
6' _ _ 4'
. FT I 3:1 1 2:1
Slope
i we - n cc ui
- - - Exist. Property Line
- - - - Exist. Side Ditch
Proposed RIW
Existing R!W
---?--F- R. R. Tracks
-UG- Under Ground CablE
Exist. Drainage Pipe
-X- Fence Line
q of VAlater
- - q of Gravel
Compacted A B C Q1.6
TYPICAL CROSS - SECTION
Not To Scale
1.1\VJ L' ?.+1 UL' V.G11L
• POWER POLE GUY WIRE
® TELEPHONE PEDESTAL -"- FENCELINE
® WELL/ WELLHOUSE ---- EXISTING R/W
L'XISTLNC IRON PIPE PROPOSED R/W
O IRON NOT BOUND
N0TE : ANY POINTS ON MAI' OTHER THAN LEGEND POIN'T'S WILL BE LABELED ON MAP.

EROSION CONTROL LEGEND
Erosion Control _ SP.auence of Operations 2-25-92
1. Review Erosion Control Plans and Standards. Identify all
release points (outlets of crossline pipes, tail ditches,
roadway ditches; fill slopes, etc.)
2. Install all measures E release points prior to clearing &
grubbing. See Erosion Control Standards for proper
installation.
3. Begin grading operations - install all other measures as
grading progresses and monitor their effectiveness.' If
any measures need to be changed, consult Highway
Maintenance Engineer. Show changes on Erosion Control
Plans.
4. Locate all borrow pits and waste areas with their erosion
control measures on Erosion Control Plans 'or attach a
separate sheet showing same.
5. Before moving to next job site, review all measures. for
effectiveness; make any adjustments, clean-outs, or-
repair; call Roadside Environmental Department for
installation of a ditch liner and seeding and mulching
of all disturbed areas.
5. Continue to check and maintain all measures after each
- significant rainfall until all disturbed areas become
stabilized.
7. Fill in all silt basins and silt ditches; remove all silt
fences and slope drains; redistribute all stone from silt
checks, sediment dams, and silt screens. Seed and -mulch
disturbed areas.
TEMP. ROCK SED. DAM - TYPE A
® TEMP. ROCK SED. DAM - TYPE B
TEMP. ROCK SILT CHECK DAM - TYPE B
?- F. G. ROVING OR E. C. MATTING
-[- E E E STONE LINER
-!{}---!I! TEMP. SILT FENCE
0 PIPE OUTLET PROTECTION
-? -? EARTH BERM
TEMP. SLOPE DRAIN
TSD- TEMP. SILT DITCH

A A
A A
A SILT BASIN -TYPE B (MIN. 10'x2'x3')
.
. - r", 11. B A, RRIER
ROCK SILT SCREEN

SARVIS, Lonnie Timothy Stanley &
Sheila C.
D.B. 4318 -1874
NOJYUJCONS TRUCTI OVIJIYVRI ??'1ON1'
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THIS AREA.

GIN CONST.
F40.02 \ c

SURVEY \ -o
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J

D. B. 4316 -190
P.B. 102 -128 j
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IS` `rx
: x00
t's
f.' °v PI 6+24.25
xoo =13-59-35 F
D=7-01-53
T =100.00'
°o L =199.01'
R = 814.843'
C =198.51'
WETLANDS BOUNDRY A-1 - A-10 E=6.11'
s i rE Z-
P 1= 25+63.03
0 =13-38-00 LT
D = 6-35-45
T =103.84'
L = 206.70'
R = 868.679'
C = 206.21'
E=6,18'
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PERENNIAL
STREAM
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D.B. 1638 - 479
RICHARDSON, Aver S.
D.B. 1633 - 479 \
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O.P. POLE
W!2GUY
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PI = 38+15.63
A = 22-23-50. LT
D = .14,55-32
T = 76.00'
L =150.06'
R = 383.877'
C =149.11'
E = 7.45'
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o

SHOFFNER, Roger H.
D. B. 2843 - 210
P.B. 73 - 87
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PEREN IAL GEROMETT,
STREAM Cynthia
D. B: 473
?. P.B. 85
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0 ' RHEW, Richard David
2ETTLE, Erie L. D.B. 4106 -10
`D.B. 2800 - 3631 D.B. 4347 - 791 P. B. 85 -125
R 12 P.B. 69 - 92
September 10, 2001
Site 1
Construction Sequence and Erosion Control Plan for Replacement of
Pipe with Pipe on a 'through Road - Guilford County, SR 3342
Work to begin in October.
Construction is anticipated to take 2 weeks.
1. Install a rock silt dam downstream of the proposed diversion channel outlet to prevent
incidental sediment loss from the diversion channel.
2. Dig a diversion channel to dewater the construction area. The diversion channel will
be approximately the same width as the existing channel.
3. Line the diversion channel with poly-fabric to prevent sediment loss.
4. Install sand bags, cofferdams, or sheet piles to force flow into the diversion channel.
5. Breach the inlet and outlet dams of the diversion channel.
6. Remove one existing line of 36' long 18" RC pipe.
7. Excavate to sufficient depth to allow 20% burial of the pipe, place base stone, and
single line of 60' long 18" CM pipe.
8. Backfill the new line of pipe and place rip-rap at ends.
9. Starting from the downstream end, remove the sand bags, rock silt dams, or sheet
piles and restore the natural stream contours.
10. Place ABC aggregate at each end of the diversion channel forcing flow through the
pipe.
11. Dewater the diversion channel, backfill with suitable material, and compact the
backfilled material.
12. Notify landscape department for final seeding.
13. Silt fences to be placed as site conditions require.
14. A 10' X 15' dirt bag will be used to remove excess water in the hole where the new
pipe is being replaced.
15. Site conditions and weather may alter these plans.
16. A pump around system or rock silt screen may be utilized in place of a diversion
channel if conditions allow.
Supervisor Approved
September 10, 2001
Site 3
Construction Sequence and Erosion Control Plan for Replacement of
Pipe with Pipe on a Through Road - Guilford County, SR 3342
Work to begin in October.
Construction is anticipated to take 2 weeks.
33. Install a rock silt dam downstream of the proposed diversion channel outlet to prevent
incidental sediment loss from the diversion channel.
34. Dig a diversion channel to dewater the construction area. The diversion channel will
be approximately the same width as the existing channel.
35. Line the diversion channel with poly-fabric to prevent sediment loss.
36. Install sand bags, cofferdams, or sheet piles to force flow into the diversion channel.
37. Breach the inlet and outlet dams of the diversion channel.
38. Remove one existing line of 40' long 36" RC pipe.
39. Excavate to sufficient depth to allow 20% burial of the pipe, place base stone, and
single line of 60' long 42" CM pipe.
40. Backfill the new line of pipe and place rip-rap at ends.
41. Starting from the downstream end, remove the sand bags, rock silt dams, or sheet
piles and restore the natural stream contours.
42. Place ABC aggregate at each end of the diversion channel forcing flow through the
pipe.
43. Dewater the diversion channel, backfill with suitable material, and compact the
backfilled material.
44. Notify landscape department for final seeding.
45. Silt fences to be placed as site conditions require.
46. A 10' X 15' dirt bag will be used to remove excess water in the hole where the new
pipe is being replaced.
47. Site conditions and weather may alter these plans.
48. A pump around system or rock silt screen may be utilized in place of a diversion
channel if conditions allow.
Supervisor Approved

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Wetland Community A (Located between Stations 2+00 and 4+00). Note the ditch in the bottom left
corner.
Wetland Community B (Located between Stations 2+00 and 4+00). This wetland is being avoided.
:r .
Downstream view of the Site 2 Stream (Station 27+00).
Upstream view of the Site 3 Stream (Station 42+00).
IF INCORRECT RETURN TO
AahL NC DEPARTMENT OF TRANSPORTATION
FFICE
3363343192
WARRANT NO. 10974
INVOICE NUMBER INVOICE DATE
0730 07/30/2001
DATE 07/30/2001