20040096 Ver 1_COMPLETE FILE_20040128

r
? WATE Michael F. Easley, Governor
O
R
Q William G. Ross Jr., Secretary
. 9 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
" I Division of Water Quality
U ?
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 24, 2004
DWQ Project No. 04-0096
Wake County
Page 1 of 3
Town of Fuquay-Varina
Attn: John W. Ellis, III
401 Old Honeycutt Road
Fuquay-Varina, NC 27562
Subject Property: Northwest Regional Pump Station, Wade Nash Road (SR 1113), Fuquay-Varina, NC
Basal Creek [03-04-03, 27-43-15-3, B NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
Dear Mr. Ellis:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.154 acres of
wetlands and 31 feet of streams for the purpose of installing a sewer system at the subject property, as described within
your application dated January 28, 2004. After reviewing your application, we have decided that the impacts are
covered by the N.C. Division of Water Quality. (DWQ) General Water Quality Certification Number(s) 3374 (GC3374).
The Certification(s) allows you to use Nationwide Permit(s) 12 when issued by the US Army Corps of Engineers
(USAGE).
In addition, you have our approval, in accordance with the attached conditions and those listed below, to place fill within
or otherwise impact 0.073 acres of wetlands and 102 feet of streams for the purpose of installing a road and pump
station at the subject property, as described within your application dated January 28, 2004. "After reviewing your
application, we have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ) General Water
Quality Certification Number(s) 3402 (GC3402). The Certification (s) allows you to use Nationwide Permit(s) 39 when
issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to 13,058 square feet (fe) of protected
riparian buffers. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to).Erosion and Sediment Control and Non-
discharge regulations. Also, this approval will expire when the accompanying'404 permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. 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 fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)

Town of Fuquay-Varina
Page 2 of 3
February 24, 2004
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation., operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated
with the project.
2. No Waste, Spoil, Solids, or Fill of Any
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored within six months of the date that the Division of Land Resources has
released the project.
4. 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 the attached certificate of completion to the
401 /Wetlands Unit, North Carolina Division of Water Quality, 1650. Mail Service Center, Raleigh, NC, 27699-1650.
5 Buffer Mitigation (WRP)
You are required to mitigate for impacts to the protected riparian buffers. The required area of mitigation _to
compensate for impacts to the protected riparian buffers is 1,699 square feet as required under this Authorization
Certificate and 15A NCAC 213 .0242. We understand that you wish to make a payment into the Riparian Buffer
Restoration Fund administered by the NC Wetlands Restoration Program (WRP) to meet this mitigation requirement.
This has been determined by the DWQ to be a suitable method to meet the mitigation requirement. In accordance
with 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC
2B.0233(9)(C). Until the WRP receives and clears your check (made payable to: DENR - Wetlands Restoration
Program Office), no impacts specified in this Authorization Certificate shall occur. Mr. Ron Ferrell should be contacted
at [phone] if you have any questions concerning payment into the WRP. You have one month from the date of
this approval to make this payment. For accounting purposes, this Authorization Certificate authorizes' payment
into the Riparian Buffer Restoration Fund to compensate for 1.699 ft2 of required riparian buffer mitigation for
impacts to 566 ft2 of protected riparian buffers; 03-04-03 river and subbasin, 27-43-15-3 stream index number."
6. Sewer Systems
The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system
regulations.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
,r Town of Fuquay-Varina
Page 3 of 3
February 24, 2004
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Alan W. Klimek, P.E.,
ANC DWQ, Director
Attachments: Certificate of Completion
GC 3374 & GC3402
Cc: Todd Preuninger, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
Ron Ferrell, EEP
File Copy
Central Files
DWQ # 040096
Date: February 24, 2004
bz
OF \NArk?9 Michael F. Easley, Governor
J O? QG William G. Ross Jr., Secretary
LLan
y North Carolina Department of Environment and Natural Resources
_ r
> ( Alan W. Klimek, P. E. Director
3 Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
NORTH CAROLINA DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION & AUTHORIZATION CERTIFICATE
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H .0500 and 2B .0233, Town of Fuquay-Varina has permission as outlined below and
within the General Water Quality Certification (WQC) Number 3374 w/ additional conditions for the purpose(s) of
constructing the proposed sewer system and pump station. All activities associated with these authorized impacts must
be conducted with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION AND
AUTHORIZATION CERTIFICATE ARE NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT ECOLOGICAL ENHANCEMENT PROGRAM (EEP)
DWQ Project No.: 04-0096
Date: February 24, 2004
LOCATION: Fuquay-Varina
COUNTY: Wake County
BASIN/SUBBASIN: 03-04-0(river/subbasin); 27-43-15-3 (stream index no.)
As required by 15A NCAC 2H .0506 and 2B .0233 and the conditions of WQC No. 3374 & 3402 w/ additional conditions,
you are required to compensate for the above impacts through the restoration, creation, enhancement or preservation of
wetlands, surface waters and/or buffers as outlined below prior to conducting any activities that impact or degrade the
waters of the state.
[Note: Acreage requirements proposed to be mitigated through the EEP must be rounded up to one-quarter acre
increments according to 15A NCAC 2R .0503(b).]
0 acres of Class WL wetlands
0 acres of riparian wetland
0 acres of non-riparian wetland
0 feet of stream channel
1,699 square feet of stream buffers
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 213 .0503 and to the Riparian Buffer Restoration Fund per 15A NCAC
213.0233. If you choose this option, please sign this form and mail it to the EEP at the address listed below. An invoice
for the appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU HAVE RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WRP.
Signature
ECOLOGICAL ENHANCEMENT PROGRAM (EEP)
NC DIVISION OF WATER QUALITY
1619 Mail Service Center
Raleigh, NC 27699-1619
[phone]
Date
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)
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
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11 1010096
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January 28, 2004
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
US Army Corps of Engineers
Attn: Ms. Jennifer Burdette
6508 Falls of Neuse Rd., Ste. 120
Raleigh, NC 27615
WETLANDS 1401 GROUP
RE: Nationwide Permit 12 and 39 JAN 2 8 2004
Northwest Regional Pump Station & Sanitary Sewer
Raleigh, Wake County, North Carolina WATER QUALITY SECTION
(Latitude/Longitude:) 35° 37'02" N, 78° 49'07" W
S&EC Project #: 6754.W1
Dear Mr. Dorney and Ms. Burdette:
On behalf of the City of Fuquay-Varina, we hereby request authorization from the US Army
Corps of Engineers (USACE) to use Nationwide Permits 12 and 39 for the Northwest Regional
Pump Station and sewer alignment project to cover impacts to jurisdictional stream channels and
wetlands. Construction of the proposed pump station and sewer lines will proceed in accordance
with all general conditions that apply to Nationwide Permit 12 and 39, as well as all of the
conditions of the 401 Certification associated with NWP 12 and 39. A Pre-construction
Notification Application (PCN) is attached, which includes an agent authorization form.
The applicant requested that S&EC delineate the wetlands, stream channels, and buffers along the
proposed corridor prior to choosing the alignment in order to minimize impacts. A copy of the
applicable USGS Quadrangle and Soil Survey are attached showing the approximate route of
alignment. A copy of the data forms are attached in support of the wetland delineation.
This proposed project consists of the construction of a regional pump station, a force main along
Wade Nash Road and a gravity outfall south of Old Powell Road. Nationwide Permit 39 is
needed for the installation of a road crossing (Figure 1) for access and maintenance of the
proposed pump station. The proposed road crossing will cross perpendicular to the stream
channel. The proposed road crossing will impact 0.073 acres of wetlands, 101.03 linear feet
of perennial stream channel 0.15 acres of riparian buffers. Nationwide Permit 12 is required
for the installation of a force main sewer line and a gravity outfall sewer line included in this
project. Placement of the proposed force main will temporarily impact 0.02 acres of wetlands.
The force main will run parallel to Wade Nash Road within the existing shoulder however;
parallel impacts to the buffer could not be avoided. The force main will impact 0.071 acres of
riparian buffer, of which 0.013 acres is proposed in zone 1 of the buffer. Placement of the
proposed gravity outfall (Impacts C 1-C 5) will temporarily impact 0.1393 acres of wetlands and
30.6 linear feet of stream and 0.078 acres of riparian buffer. The total cumulative impacts for
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
January 24, 2004
S&EC Project #: 6754.W1
Page 2 of 2
this project consist of 0.2323 acres of wetland impact and 131.73 linear feet of stream
impact.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and may require further compensatory
mitigation to offset unavoidable losses of waters of the US when permanent impacts exceed the
requirements for notification (0.1 acre). The applicant requested a detailed delineation of
wetlands present on the project site prior to construction in order to avoid wetland impacts. Since
the proposed road crossing impacts less than 150 linear feet and less than .1 acre of wetlands and
meets the allowable DWQ buffer impacts for the Neuse River Basin, S&EC does not believe
compensatory mitigation should be required by the USACE or the DWQ.
Because the proposed force main will be installed within Zone 1 of the Neuse Buffer mitigation
will be required for 0.013 acres of buffer impacts. The remaining buffer impacts are allowable
but require approval from the NC-DWQ. The applicant proposes payments to the WRP in order
to satisfy the mitigation requirements. A copy of our request has been forwarded to the WRP for
their review. Following the installation of the sewer outalls the stream channel will be restored to
original contours and the banks will be reseeded under current guidelines.
Sincerely,

Todd Preuninger
Biologist
Attachments:
Pre-construction (PCN) notification form
Site Location Map - USGS Quadrangle (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Overall Map
Details of impact areas
Data Forms (2)
Agent Authorization Form
Office Use Only' Form Version May 2002
USACE Action ID No. DWQ No.
__1'__11_1/ _.. IIAT/A 11 \
(If any particular item is not appiicame to tms project, picaso untui Nut Avpxi?av- - .... .)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 12 & 39
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Fuquay-Varina Attn: John W. Ellis III
Mailing Address: 401 Old Honeycutt Road
Fuquay-Varina North Carolina 27526
Telephone Number: 919-552-1401 Fax Number: 919-552-7481
E-mail Address:
2. Agent/Consultant 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: Todd Preuninizer
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Preuning_erkSandEC com
Page 1 of 9
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: Northwest-Regional Pump Station
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): NA
4. Location
County: Wake Nearest Town: Fuquay-Varina
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): The proposed pump station will
be located on the south side of Wade Nash Road (SR 1113) approximately 2000 ft. west of
the intersection of Wade Nash Road (SR 1113) and NC 55. The proposed force main sewer
alignment begins at the intersection of NC 55 and Wade Nash Road (SR 1113) and runs
parallel with Wade Nash Road to the proposed pump station. The proposed avi outfall
sewer alignment begins at an existing _pump station off of Twin Lake Drive and extends
northwesterly to a manhole on Old Powell Road (SR 1111) approximately 2400 ft. west of
the intersection of Old Powell Road (SR 1111) and NC 55.
5. Site coordinates, if available (UTM or Lat/Long): Pump Station /Road Crossing
35°37'02"N 78°49'07"W Stream Crossing 35°36'27"N 78°48'47"W
(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. Property size (acres): NA
7. Nearest body of water (stream/river/sound/ocean/lake): Basal Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hqp://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 9
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The land use in the vicinity of the project consists of
residential development and forested land. Project crosses forested lands.
10. Describe the overall project in detail, including the type of equipment to be used:
Heavy equipment typical of water and sewer construction.
11. Explain the purpose of the proposed work: The purpose of the project is to connect existing
sewer lines to the proposed regional pump station in order to better serve existing and future
needs of the surrounding, communities.
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.
The applicant requested that S&EC delineate the wetlands stream channels and buffers for the
project site prior to choosing the alignment in order to minimize impacts to these resources. A
copy of the applicable USGS Quadrangle and Soil Survey are attached showing the project site.
A copy of the data forms are attached in support of the wetland delineation conducted in
December of 2001 and January 2002. Another project, NC 55 Utility Relocation, located near
proposed site was previous permitted (AID# 200221055) June 3 2002.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated
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
Page 3 of 9
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.
Provide a written description of the proposed impacts: The proposed pump station will
require a road crossing perpendicular to an unnamed tributary to Basal Creek. This will have
a permanent wetland and channel impact. The proposed force main will run parallel with an
unnamed tribut_M to Basal Creek and will have temporary impacts of wetlands as well as
buffer impacts. The proposed rg avity outfall sewer alignment will temporarily impact
wetlands and has one crossing perpendicular to an unnamed tributary to Basal Creek. This
crossing will temporarily impact the stream.
2. Individually list wetland impacts below:
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)
A, Al 0.073 NO 0 Bottomland hardwood
Culvert/Fill
Sheet 2 Temporary/ 0.02 NO - 30 feet Headwater Forest
excavation
C 1 Temporary/ 01 NO >200 Bottomland hardwood
excavation .
C 2 Temporary/ .007 NO >200 Bottomland hardwood
excavation
C 3 Temporary/ .05 NO -100 feet Bottomland hardwood
excavation
C 4 Temporary/ .06 NO Adjacent Bottomland hardwood
excavation
C 5 Temporary/ ,007 NO Adjacent Bottomland hardwood
excavation
* 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:/hAww.fema.g-ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: NA-the project is
linear
Total area of wetland impact proposed: temporary =0.154, permanent =0.073, Total - .23
Page 4 of 9
3. Individually list all intermittent and perennial stream impacts below:
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 seci )
A Permanent/ 101.03 UT to Basal Creek 4 ft. Perennial
Culvert
C 4 Temporary/ 30.& UT to Basal Creek 10 ft. Perennial
excavation
* 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.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 131.73 LF
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact
(if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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
Page 5 of 9
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant requested a wetland delineation for the project site in order to avoid and minimize
impacts In order to ties into an existing sewer line the stream crossing cannot be avoided. The
culvert is necessary to access the proposed pump station for maintenance purposes and needs to
be able to accommodate large utility service trucks. The proposed pump station will serve a
large segment of the Town of FuquU.
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
htlp:Hh2o.enr.state.nc.us/ncwetlands/stringide.htnil.
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.
The UASCE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require compensatory
mitigation to offset unavoidable losses of waters of the US when a forested wetland is
Page 6 of 9
converted to a herbaceous wetland in the permanently maintained utility line right-of-way.
Because the impacts are temporary and needed to tie into an existing sewer line we do not
believe mitigation should be required.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream impacts to the maximum extent practicable and may require compensatory mitigation
to offset unavoidable losses of waters of the US. Because the impacts cannot be avoided and
are below the threshold that generally requires mitigation (i.e. less than 150 feet of
important/perennial channel) we do not believe mitigation should be required.
If mitigation is required for stream or wetland impacts, the applicant proposes payment to
the NCWRP.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/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): NA
Amount of buffer mitigation requested (square feet): 1,698 SF
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 'R No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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
Page 7 of 9
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 )?
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.
Impact Site
Number Zone* Impact
(square feet) Multiplier Required
Mitigation
A 1 3484.8 3 NA
A 2 3049.2 1.5 NA
132+134 1 566 3 1,698
B1, 133, 136 2 1,873 1.5 NA
135 1 653 3 NA
C 4 1 2516.6 3 NA
C 4 2 915.7 1.5 NA
Total 13,058
* 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.
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.
The annlicant proposes payment to the NCWRP. A request for payment has been
forwarded to their office.
Page 8 of 9
XI. Stormwater (required by DWQ)
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.
NA
XII. Sewage Disposal (required by DWQ)
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.
Sanitary Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A 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).
//.J,
Applicant/Agent's Signature ' /Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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11197 •.
FUWAY-VARINA, NC
1993
NIMA 52551Q SE-SERIES V842
Project M Scale:
6754•w1 1"-2000 Figure 1- USGS Quad
Project Date: Soil & Environmental Consultants, PA
Mgr.: TP 11.17-03 Northwest Regional 11010 Raven Ridge Rd.- Raleigh, NC 27614
Pump Station [phone] • [phone]
City of Fuquay-Varina Web Page: www.SandEC.com
Fuquay-Varina, Wake Co., NC
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Project #: Scale: Figure 2
6754.W1 1"=1320' Soil Survey Map
Project Date: Soil & Environmental Consultants, PA
Mgr.: TP 11117103 Northwest Regional 11010 Raven Ridge Rd.- Raleigh, NC 27614
Sheets: Pump Station [phone] - [phone]
90 & 97 City of Fuquay-Varina Web Page: www.SandEC.com
Fuquay-Varina, Wake Co., NC
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11/04/2003 15:18 9195527481 FUQUAY-VARINA
11/04/03 12:2 PAX 9A9 467 6008 fITAERS & RAVENEL
11/04/2003 10:54 PAX
Environm
Al Blanks To Be E" Lm By The GWZt L&ndowner
Address: y
PAGE 02
Wi uuo
0062
phone: 9' 1q - 55.'Z - 14 d 1
Project Name/Desclsption: N"Allf Ra410001 temp.. 5kz\+'- a4
Data. Dril NDy 01 .
The'Departznerit of the Axmy
U.S. Amy Corps oA Enghteers, Wilnc ingtm District
P.O. Box 1890
wilmkWto" NC 28402 Attn: .? ti•?C.??Vt-
Field OfhoQ: ??•?_??
Re: Wetlands ReJatled Consulting and Permitting
To Wham it May Cloncem:
ire osedt P?iSEl7ieal? hog'
L the , hereby designate and authorize Soil & Environatent4 Consultants, pA t,
act in my behalf as my agar in the procuring of petutit npplicatlons, to furnish upon request
snpglencvental k4ormatiau in support of applications, etc. f6roM this day forward. The datyY of
This notification supersodem any previous commWondence concerning the agent for this project.
N'OT'ICE: This authorization, for Iiabffity and profeekkmtd maxtesy reasoaa, is valid only for
gvvcrnmeat elfW ila to elder the property when accompWded by S&EC staiEf Yon should r.0 SMEC
to grange a esfte m teting prioarta visiting the W&
°aM btl. 4'.1 s lic 1,01 modfi z-
Print PrOperty OWV.Ws Name
perry Owtlees Signature
cc. m- r_ john Domey,
NCDENR ^ DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
cc Mr. Todd Psea%Ugex
Soil & Envirvmuental Ccmultants, PA
Qnr]oh? r?D er-
216 L4PWIiy Cw m 944 C ikmff,426m DaSCt:
1817E Lwndda Drive j?t?Y?4Y.? u"
K22 Coon WkIAL in T-"Q
ConaM3. NC =25 Oramebam, NC 27433 TayleavilW NC; 2001
T'yoeu (704) 72"403 Ahem. (;36) 540-&7M MOOG (M) 63S-MM
RAIL: [phone] Fax: P%)340'%Z33 F.u: (828) 655-51120
Name: mom
6
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: NC 55 Utility Relocation Project, Fuguay Varina Date: 12-21-01
Applicant/Owner: Withers & Ravenel County: Wake
Investigator-. Jennifer Burdette State: North Carolina
Do Normal Circumstances exist on the site? X Yes No Community ID: Headwater Forest
is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Wetland (& Flag # 140
If needed, explain on reverse.
• II-i+rT w TEA?1
? V v v
Dominant Plant Species
Stratum
Indicator
Dominant Plant Species
Stratum
Indicator
1. Pinus taeda Tree FAC 9.
2. Liquidambar styraciflua
3. Alnus serrulata
Shrub/Sap FAC+
FACW+ 10.
11.
4. Clethra alnifolia
5. Arundinaria gigantea
Herb FACW
FACW 12.
13.
6.. Smilax rotundifolia FAC . -... 14.
7. 15.
8. 16.

Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAG : 100%

Remarks: The vegetation meets the criteria (?50% OBL, FACW, or FAC) for hydrophytic vegetation.

Recorded Data: Wetland Hydrology Indicators:
-
Stream, Lake or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other X Saturated in Upper 12 Inches
-Water Marks
No Recorded Data Available -Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. WA (in.) -Water-Stained Leaves
-Local Soil Survey Data
Depth to Free Water in Pit: >12 (in.) X FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: 8 (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: NC 55 Utility Relocation Project. Fuquay-Varina Plot ID: Wetland (a) Flag # 140
cnu c
Map Unit Name Drainage Class: Somewhat excessively drained
(Series and Phase): Wagram loamy sand 2 to 6 percent slopes Field Observations
Taxonomy (Subgroup): Arenic Paleudults Confirm Mapped Type? _ Yes - No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 A N2.5/0 Sand loam
Hydric Soil Indicators:
Histosol -Concretions
_
_Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor -Organic Streaking in Sandy Soils
Aquic Moisture Regime -Listed on Local Hydric Soils List
Reducing Conditions -Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
Ut 1 tKMINA
Hydrophytic Vegetation Present? X Yes _No
Wetland Hydrology Present? X Yes _No
Hydric Soils Present? X Yes _No
Is this sampling point within a wetland?
X .Yes _No
Remarks: The area meets the criteria for a jurisdictional wetland.

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: NC 55 Utility Relocation Proiect. Fucluav-Varina Date: 12-21-01
Applicant/Owner: Withers & Ravenel County: Wake
Investigator: Jennifer Burdette State: North Carolina
Do Normal Circumstances exist on the site? X Yes No Community ID: Mixed Pine/Hardwood
Is the site significantly disturbed (Atypical Situation)? _Yes X No Transect ID:
Is the area a potential Problem Area? _Yes X No Plot ID: W land Fla #140
If needed, explain on reverse.
\ /C!? CT A TtA N
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar styraciflua Tree FAC+ 9. Quercus nigra FAC
2. Liriodendron tulipifera FAC 10. Smilax rotundifolia Herb FAC
3. Acer rubrum FAC 11. Lonicera japonica FAG
4. Pinus taeda FAC 12.
5. Liquidambarstyraciflua Shrub/Sap FAC+ 13.
6. Liriodendron tulipifera FAC 14.
7. Acer rubrum FAC 15.
8. Pinus faeda FAC 16.
Percent of Dominant Species that are OBL, FACW,or FAC
(excluding FAG : 91%

Remarks: The vegetation meets the criteria (2:50% OBL, FACW, or FAC) for hydrophytic vegetation.
uvnnnt nrv
Recorded Data: Wetland Hydrology Indicators:
-
-Stream, Lake or Tide Gauge Primary Indicators:
-Aerial Photographs -Inundated
Other -Saturated in Upper 12 Inches
-Water Marks
No Recorded Data Available -Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
-Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) -Water-Stained Leaves
-Local Soil Survey Data
Depth to Free Water in Pit: >16 (in.) _FAC-Neutral Test
-Other (Explain in Remarks)
Depth to Saturated Soil: >16 (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: NG 55 Utility Relocation Proiect Fuguav-Varina Plot ID: Upland (a) Flag #140
SO1LS
Map Unit Name Drainage Class: Somewhat excessively drained
(Series and Phase): Wagram loamy sand 2 to 6 percent slopes Field Observations
Taxonomy (Subgroup): Arenic Paleudults Confirm Mapped Type? _ Yes_ No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-16 A 10YR4/2 Sand loam
Hydric Soil Indicators:
Histosol -Concretions
_Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidiic Odor -Organic Streaking in Sandy Soils
Aquic Moisture Regime -Listed on Local Hydric Soils List
-Reducing Conditions -Listed on National Hydric Soils List
_Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
Ut 1 tKMINA I IVN
Hydrophytic Vegetation Present?
X Yes _No
Is this sampling point within a wetland?
Wetland Hydrology Present?
Hydric Soils Present?
Yes X No
Yes X No
_Yes X No
Remarks:
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B5 Ate Jot, Nu. 11/7/03 NORTHWEST REGIONAL PUMP STATION SITE PLAN ENGINEERS I PLANNERS I SURVEYORS
1IMa[Kiman Driee Car;, NurtlS Cam!iw 273S1
Che[kwl
td: 911)-469-3340 u^nw.oirhenraveneL[om fae; 914467e008
rs 20IM1.t6
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IMPACT ?FQ
ZONE 2 = .0 AC. ?
PACT AFZEA;
WETLANDS BOUNDARY
- .07 .Ac.'
2i
CH EL IMPACT
= 101.03 LF
IMPACT AREA.
ZONE 1 Ac.
-?
IMPAC EA
ZON 2 = .04 Ac. ...
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- :003
IMPACT AREAS MANN BY: SCAM, N0
WITHERS RAVENEL ? AT STREAM CROSSING ATB 1" = 20' 1
ENEINEERS 1 PLANNERS I SURVEYORS NORTHWEST REGIONAL
11i mwKe?m rw cal. NOM Cm,*a 0511 .n-ri?Kawnd"m PUM P ST P STATI ON APPROVED or DAF• r20 i tJC2U.AY-i/ARIiiA, WEL 1117,2003 0% 03
91%-460-M 4t¢4 NORTH CAROLINA
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WITHERS
RAVENEL IMPACT AREAS
AT FORCE MAIN DRAWN BY SCAM fk;i1RE Na
G- NORTHWEST REGIONAL AT6 1 - 30
ENGINEERS 1 PLANNERS 1 SURVEYORS
III iatW= OM Cary, W& Cmft 27511 w"AhmomneLwn PUMP STATION A-PROVED St DAM ? NQ
19 919-460-AM.'S fax [phone] FUQLIAYA,ARiNA,
NORTH CAROLINA
WEt.
11/7/200:3
207307.03
IMPACT AREAS (DRAW e,r. scuE: FIGURE IM
ATB 1 " 30'
WITHERS & RA'VENEL ATFORCE EGMAIN
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ENNINEERS 1 PLANNERS I SQNTETQRS NORTHWEST REGIONAL
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t UQUAY-VARINA,
ata s t?ata-sus-a?as V`
NORTH{ CAROLINA EC 111712003 207307.03
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WETLAND IMPACT C HART
AREA AREA
L 1 575.25 SF TOTAL
L2 341.22 SF TOTAL
G3 2305.93 SF TOTAL
C4 2535.46 SF TOTAL
C6 311.67 SF TOTAL
6,069.53 SF WETLAND IMPACTS
0.1393 ACRE WETLAND IMPACTS
Scale
W&R 1"= 100'
WETLAND AREA 1
WETLAND AREA 2-J \\\ \\ , _ ` \ _? -
• .?,? . .rte..
LEGEND
WETLAND AREAS
IMPACTED

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NORTHWEST REGIONAL PUMP STATION
Oo? , ,v,oi0 WETLANDS IMPACT MAP
I1 job No.
201307.03 F11(N IAKVARINA W"F Ml JNW ."RT. fAR(NINA
BL

\ i t i r' WETLAND AREA 3
?_ l i' I I I 1 2,305.93 SF IMPACTED
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® NRB ZONE 1 IMPACTS
NRB ZONE 2 IMPACTS
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WETLAND AR 4 \\ \
2,535.46 SF D IMPACTS . \ \ \
2,516.56 SF 1 IMPAC S \ \ \ ?MH 9
915.73 SF ZON IMPACTS \? \
30.6 LINEAR FEES, F ?.. \ \
STREAM IMPACT

WETUWD AREA 5
311.67 SF IMPACTED
Ira
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?\gl?our=388.66
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Project Title Date Sheet No.
LEGEND NORTHWEST REGIONAL PUMP STATION 11/10/03
Project Location Application No.
T WETLAND AREAS FUQUAY-VARINA, NORTH CAROLINA
IMPACTED Applicant Scale
TOWN OF FUQUAY-VARINA 1" =60
Y4

- _ J
575.25 SF TOTAL
341.22 SF TOTAL
2305.93 SF TOTAL
2535.46 SF TOTAL
311.67 SF TOTAL
b,Ub9.56 Sr WtIL.ANU IMNAUIJ
0.1393 ACRE WETLAND IMPACTS
Designer Scala
W&R i"=1

WETLAND IMPACT CHART
DOU 1 11
BL 1 201307
NORTHWEST REGIONAL PUMP STATION

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GRAPHIC SCALE 1"=100'
0 100 200 300
\ \ t I UY?TI AND AREA 3

WETLAND AREAS
IMPACTED

WETLANDS IMPACT MAP
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WITHERS & RAVENEL "o.
ENGINEERS I PLANNERS 1 SURVEYORS c
Ill MacKer an Drive Cary, North Carolina 27511
teL [phone] Wwwwkher r vm,,Lcom (arc 919-535-4545
,UIL Ot LNVIMUNMtN IAL UUMiULIAN I b, FA .016425
NC Division of Water Quality 6754.W1 Check Number: 16425
Date: 01/28/04 Check Amt: $200.00
Tran # Invoice Type Date Reference Balance Discount Pay Amount
1886 6754.W1 Invoice 01/28/04 Permit App Z $0.00 $0.00 $200.00
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