20021658 Ver 1_COMPLETE FILE_20021011

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
October 23, 2002
Pender County
DWQ Project #: 02-1658
Project Name: Pender County Water Line - Phase III
APPROVAL OF 401Quality Certification with ADDITIONAL CONDITIONS
Pender County
Attn: Mr. Martin Beach - County Manager
805 South Walker Street
Post Office Box 5
Burgaw, NC 28425
Dear Mr. Beach:
You have our approval, in accordance with the attached conditions, to temporarily impact 0.77
acres of headwater forest wetlands for the purpose of installing a water line as you described in your
application dated October 10, 2002. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3374, which may be viewed on our website at
http://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use General Permit Number 12
when the Corps of Engineers issues it. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval
will expire when the accompanying 404 or CAMA 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
except as modified below. 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
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. The waterline must comply with the conditions of GC 3374 except for the specific portions of
the line addressed within your PCN application date October 10, 2002.
2. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the 401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the Division of Water Quality.
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
N. C. 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)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
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. 27611-74447. This certification and
its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Joanne
Steenhuis at our Wilmington Regional Office at 910-395-3900.
Sincerely,
Attachments
&ieE., Di for
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
File copy
Central Files
Todd Preuninger, S&EC
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
The purpose of the proposed project is to provide rural residents with a supply of ?4
clean drinking water. Many of the residents of Pender County are presently ?.
drawing their water from contaminated wells or aquifers. The funding for this
project is provided through a USDA rural development grant. In order to secure
funding, construction has been scheduled for the first week in November 2002. Of
the 60 miles of water line to be installed, only in four instances do we fail to meet
condition `4' of Water Quality Certification 3374. Therefore, this project requires a
401 water quality certification from the NC-DWQ. In order to reduce the amount
of paperwork and, as per the request of Bob Zarzecki, I have included only impact
maps where we fail to meet all State conditions in the application package to the
NC-DWQ. Please do not hesitate to call if you need additional information, as we do
not want to delay the approval of this permit.
0
C0PY
US Army Corps f JLEers
Attn: Ms. Lillette Moore
69 Darlington Avenue
Wilmington, NC 28403
OCT { 1 ?0
er 11, 2002
Central
. ohii Dorney
2321 Crabtree Blvd.
Parkview Bldg.
Raleigh, NC 27604
RE: Nationwide Permit 12, 401 Water Quality Certification
Pender County Water Line - Phase III
Pender County, North Carolina
S&EC Project #: 02-7128
Dear Ms. Moore and Mr. Dorney:
On behalf of Pender County, we hereby request authorization from the US Army Corps
of Engineers (USACE) to use Nationwide Permit 12 for the subject project to cover
temporary impacts to stream channels and 0.77 acres of wetlands. The wetland impacts
consist of headwater forest wetlands adjacent to stream channels and a number of
jurisdictional ditches along the edge of agricultural fields or located within existing
subdivisions. A Pre-construction Notification Application (PCN) is attached, which
includes an agent authorization form.
Because we cannot satisfy condition "4" of water quality certification #3374, this project
requires written concurrence from the NC-DWQ. Specifically, in two cases the
construction corridor of the proposed water line will be located within 10 feet of a
Charlotte Office: Greensboro Office: Hickory Office.
236 LePhillip Court, Suite C 3817-E Lawndale Drive 710 Boston Road
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
October 11, 2002
S&EC Project #: 02-7128
Page 2 of 3
modified natural stream (i.e. the stream has been re-directed into a ditch), see sheets B18
and C4.1. In the remaining cases it may be possible to install the water line without
impacting the adjacent modified channel. However, because the roadside ditch is located
approximately 10-15 from the edge of pavement, impacts to the ditch may not be
avoidable. Therefore, we have decided to error on the side of caution and have depicted
these as temporary channel impacts. Construction of the proposed water line will
temporarily impact 438 linear feet and 108 linear feet, impacts C4.1 and C29.2,
respectively. The remaining impacts associated with construction of the proposed water
line consist of perpendicular crossings with a construction corridor of less than 40 feet
and therefore satisfy the state and general conditions associated with NWP 12. In order to
reduce paperwork, and as per the request of Mr. Bob Zarzecki, of the NC-DWQ, the
application package submitted to the NC-DWQ contains only the impacts that fail to
meet the state conditions of NWT 12.
In order to minimize impacts, the applicant requested a preliminary wetland delineation
and threatened and endangered species survey during the summer of 2000. Based on the
preliminary findings the proposed water line corridor was designed to reduce wetland and
stream channel impacts. In June and July 2002, S&EC conducted a detailed delineation
along the proposed water line corridor for the presence of wetlands and/or stream
channels. A number of jurisdictional ditches, stream channels and wetlands were
observed along the alignment and are noted on the attached impact maps. Data forms,
completed adjacent to Harrison's creek, are included with the attachments.
This project consists of the installation of approximately 60 miles of 6" - 12" PVC water
lines that will serve the rural residents of Pender County. The purpose of this project is to
provide clean drinking water to rural residents, many of which are currently drawing
water from contaminated wells. The proposed corridor begins at the Cape Fear River on
NC Highway 17 and continues in a southerly direction until reaching US Highway 17.
The corridor continues east and west along US Highway 17 and will serve residents on
either side of the highway. Please refer to the overall maps for the approximate location
of the proposed water line.
The water line will be installed within the shoulder of the road right-of-way
approximately 5 feet from the edge of pavement. Based on conversations with the
project engineer, the construction corridor will not extend more than 15 feet from the
edge of pavement when installing a 12" line, primarily along Highway 17, and will be
approximately 5-8 feet when installing a 4-6" line. In order to further minimize impacts,
spoil will be placed in the road until the water line is installed. Except along NC 210 and
where noted on the plans, the proposed water line will be routed underneath existing
culverts, and therefore we do not believe should be considered an impact. However, in
the event that this cannot be accomplished and wetlands are adjacent to the proposed
route, we have included these as impacts in the PCN form. In areas where the sewer line
must be routed around the end of a culvert, the line will not be placed more than 15 feet
from the edge of the culvert. Directional drilling will be utilized to cross beneath the
Cape Fear River, Harrison's Creek, or Merrick's Creek and therefore, no impacts are
October 11, 2002
S&EC Project #: 02-7128
Page 3of3
anticipated to the stream channel itself or adjacent wetlands. Please refer to the attached
map for the project's location on a USGS topographic quadrangle.
Please see the attached impact map or PCN form for a summary of impacts.
The USACE'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 the
installation of a utility line involves the conversion of a forested wetland to a herbaceous
wetland within the permanently maintained easement. The applicant requested a detailed
delineation of wetlands present on the along the proposed corridor prior to construction in
order to avoid wetland impacts. Because the construction corridor is located within an
existing road right-of-way, additional clearing will be minimal. The proposed water line
will be installed beneath existing culverts whenever possible and directional drilling will
be utilized at all major stream channels or tidal wetlands. The stream channels and/or
ditches will be restored to original contours following completion of the project and the
banks will be reseeded following current guidelines. Because the applicant will minimize
impacts to stream channels by utilizing perpendicular crossings within an existing right-
of-way, S&EC does not believe compensatory mitigation should be required by the
USACE or by the NC-DWQ for this project.
Sincerely,
Todd Preuninger
Biologist
Attachments:
Pre-construction (PCN) notification form
Site Location Map
Impact Maps
Upland/Wetland Data Forms
Agent Authorization Form
FONSI and Clearinghouse Review
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. 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
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: ?
5. 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: ?
H. Applicant Information
Owner/Applicant Information
Name: Mr. Martin Beach - Pender County Manager
Mailing Address: 805 South Walker Street
PO BOX 5
Burgaw NC 28425
Telephone Number: [phone] Fax Number:
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 Preuninger
Company Affiliation: Soil and Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh North Carolina 27612
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: [e-mail]
Page 5 of 14
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: Pender County Water Line - Phase III
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): NA
4. Location
County: Pender County Nearest Town: Hampstead
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): The proposed project is located
within the right-of--way along ghway 17 in Pender County and continues north on Highway
210 until reaching the Cane Fear River.
5. Site coordinates, if available (UTM or Lat/Long): The project will not impact any distinct
water bodies Directional drilling, will be utilized whenever possible.
(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): Cape Fear, Atlantic, Intracoastal
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mns/.)
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 proposed project consists of the installation of
approximately 60 miles of water line to be placed in the shoulder of the road. As such the
proposed route traverses a mixture of both rural and developed areas.
Page 6 of 14
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the installation of 6"-12" water line to be installed 5' from the
edge of pavement within the existing right-of-Kay along Highway 17 and 210 and in adjacent
neighborhoods. Typical heave equipment associated with water line installation will be used
to complete the project.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
provide potable water to rural residents in the community. Presently a number of
neighborhoods are drawing their water from contaminated wells or aquifers.
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.
1999 received a FONSI and assurance from F&WS that the proposed project would not impact
endangered pecies along the growth corridor (primarily Highway 17 and 210). A copy is this
letter will be forwarded by the Coup or engineer.
2000 S&EC conducted additional T&E surveys and a preliminary wetland delineation along the
proposed route
2002 S&EC conducted a detailed delineation along the proposed route and within the existing
neighborhoods that will be serviced by the proposed water line.
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
provide justification for these impacts in Section VII below. All proposed impacts, permanent
Page 7 of 14
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.
1. Provide a written description of the proposed impacts:
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area
Impact
(acres Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
B3 Temp. excavation 0.02 No 0 Headwater forest
B5 Temp. excavation 0.2 No 500 Emergent (roadside ditch)
B8.1 Temp excavation 0.002 No 2000 Emergent (ditch)
B8.2 Temp excavation 0.002 No 2000 Emergent (ditch)
B9.1 Temp excavation 0.003 No 1000 Emergent (ditch)
B9.2 Temp excavation 0.001 No -700 Emergent (ditch)
B II Temp excavation 0.02 No 5000 Headwater forest
B12.1 Temp excavation 0.002 No 4000 Emergent (ditch)
B12.2 Temp excavation 0.02 No -3800 Headwater forest
B12.3 Temp excavation 0.002 No 3000 Emergent (ditch)
B13 Temp excavation 0.02 No 1500 Headwater forest
B17 Temp excavation 0.005 No -5 Headwater forest
B18.1 Temp excavation 0.003 No 1000 Emergent (ditch)
B19.1 Temp excavation 0.005 No -900 Emergent (ditch)
B25 Temp excavation 0.02 No 3500 Headwater forest
B26.1 Temp excavation 0.01 No 1500 Headwater forest
B27.2 Temp excavation 0.001 No -500 Emergent (ditch)
B28 Temp excavation 0.007 No 0-5 Headwater forest
B33 Temp excavation 0.002 No 1000 Emergent (ditch)
B34 Temp excavation 0.02 No 2000 Headwater forest
B38.2 Temp excavation 0.01 No 700 Headwater forest
B40 Temp excavation 0.009 No 1000 Headwater forest
B42 Temp excavation 0.008 No 2000 Emergent (ditch)
B44.1 Temp excavation 0.002 No -600 Emergent (ditch)
Page 8 of 14
C4.2 Temp excavation 0.01 No 0 Emergent (ditch)
C9.1 Temp excavation 0.034 No 1500 Headwater forest
C9.2 Temp excavation 0.03 No 1500 Headwater forest
C13 Temp excavation 0.002 No -1000 Emergent (ditch)
C15.1 Temp excavation 0.002 No -400 Headwater forest
C15.2 Temp excavation 0.012 No --450 Headwater forest
C16.1 Temp excavation 0.003 No -150 Headwater forest
C16.2 Temp excavation 0.003 No -200 Emergent (ditch)
C16.3 Temp excavation 0.002 No -60 Emergent (ditch)
C17.1 Temp excavation 0.01 No 0 Headwater forest
C18 Temp excavation 0.01 No 0 Headwater forest
C26.1 Temp excavation 0.008 No -500 Headwater forest
C26.2 Temp excavation 0.02 No -500 Headwater forest
C29.1 Temp excavation 0.003 No -100 Headwater forest
C29.3 Temp excavation 0.008 No -80 Emergent (ditch)
C33.1 Temp excavation 0.02 No -600 Headwater forest
C33.2 Temp excavation 0.006 No -600 Headwater forest
C39 Temp excavation 0.002 No 1800 Headwater forest
C41 Temp excavation 0.12 No 1200 Headwater forest
C43.2 Temp excavation 0.009 No -20 Headwater forest
C45 Temp excavation 0.012 No -200 Headwater forest
C50 Temp excavation 0.027 No 1000 Emergent (ditch)
C60.1 Temp excavation 0.004 No -50 -Emergent (ditch)
C60.2 Temp excavation 0.014 No -50 Headwater forest
C84 Temp excavation 0.005 No -300 Headwater forest
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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://www.fem&P-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
Total area of wetland impact proposed: 0.77 acres of temporary impacts
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma
Type of hnpact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
B3 Temp excavation 20 UT to Merricks creek 5 Intermittent
B5 Temp excavation 20 UT to Merricks creek 4 Intermittent
B9.3 Temp excavation 20 UT to Merricks creek 6 Intermittent
Page 9 of 14
B10 Temp excavation 30 UT to Merricks creek 5 Intermittent
B13 Temp excavation 20 UT to Harrison Creek 5 Intermittent
B17 Temp excavation 20 UT to Harrison Creek 3 Intermittent
**B18** NA 713 UT to Harrison Creek 4 Perennial
B18.2 Temp excavation 25 UT to Harrison Creek 4 Perennial
B18.3 Temp excavation 25 UT to Harrison Creek 4 Perennial
B19.2 Temp excavation 20 UT to Harrison Creek 5 Intermittent
B19.3 Temp excavation 25 UT to Harrison Creek 4 Intermittent
B20 Temp excavation 38 UT to Harrison Creek 5 Intermittent
B26.2 Temp excavation 20 UT to Island Creek 6 Intermittent
B27.1 Temp excavation 20 UT to Island Creek 6 Intermittent
B28 Temp excavation 20 UT to Harrison Creek 10 Perennial
B37 Temp excavation 20 UT to Intracoastal 5 Intermittent
B38.1 Temp excavation 20 UT to Intracoastal 4 Intermittent
B44.2 Temp excavation 20 UT to Old Topsail 5 Intermittent
*C4.1* Temp excavation 438 UT to Mill Creek 2 Perennial
C17.2 Temp excavation 20 UT to Mill Creek 3 Intermittent
**C24** NA 336 UT to Mill Creek 4 Intermittent
*C29.2* Temp excavation 108 UT to Mill Creek 1 Perennial
C43.1 Temp excavation 20 UT to Old Topsail Cr. 3 Intermittent
** Fail to meet state conditions of NWP 12 (i.e. edge of construction corridor is within 10 of modified channel). Based on GPS
data, these streams (ditches) are located 15 feet from the edge of pavement and will not be impacted by the proposed water
line installation. Not included in total cumulative impacts.
*(**) Do not meet condition `4' of WQC 3374.
* 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.us¢s.goy. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgpguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 969 linear feet of
temporary impacts.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
* 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
Page 10 of 14
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
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 preliminary investigation during the summer of 2000. Based on
initial findings the proposed corridor was routed to reduce wetland and channel impacts.
Additional wetland surveys were conducted by S&EC in July of 2002. Impacts to major
channels and/or tidal wetlands were avoided thru the use of directional drilling. Additionally,
because the proposed water line is being placed within the existing road right-of-way, minimal
clearing of forested wetlands will be required
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
Page 11 of 14
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
hqp://h2o.enr.state.nc.us/ncwetlands/strmg,ide.html.
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.
Because the proposed water line is being placed within an existing right-of-waand
impacts are temporary, we do not believe mitigation should be required. If mitigation is
required we propose payment in the NC-WRP.
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): NA
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 ?
Page 12 of 14
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 ?
The Clearinghouse file number is 99E0000-0032. A FONSI was issued in Dec. 1998 and is
included with the attachments.
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
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 DWO
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
(Neuse), 15A NCAC 213 .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.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 NA 3 NA
2 NA 1.5 NA
Total NA NA
* 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.
Page 13 of 14
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.
NA
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.
NA
XUL Violations (required by DWQ)
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 El 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).
Applicant/Agent's Signature f Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
'902 09:52 9198469467
S&EC
RFGE/VF,D
PAGE 02
Soil & Environmental Consultants, PA
11016 Raven Ridge Road - Raleigh. North Carotiaa 27614 - -Phone: [phone] - lax: [phone]
AGENT AUTHORIZA TI FO ?
All Blanks To Be Filled In By The Current Landowner
Name: Rock Point/To sail Water and Sewer District
Address: 108 South Cowan Street
Phone: [phone]
Project Name/Description: Phase 3 Water District
Date; July 18. 2002
The Department of the Army .
U.S. Army Corps of Engineers, Wilmington District .
P.O.- Box 1$90
Wilrxt ington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Pernvitting
To Whom It May Concern:
I, the current
hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing 6f permit applications, to fumlish upon request
supplemental in&miation in support of applications, etc. from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent-for this project
NOTICE. This authorization, for liabMty and professional courtesy reasons, is valid only for
government offiatals to enter the property when accompanied by S&EC staff You should call S&EC
to arrange a site meeting prior to visiting the site.
Martin H. Beach
Print Property Owner's Name

cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Owner's Signatim
cc: Mr. Todd Preuninger
Soil & Envhwunental Consultants, PA
blank agent aath form.doc
Charlotte Office: Greensboro O ;e- Hickory Office!
236 Le lip Court, Suite C 3817-B Lawndale Drive 710 Boston Road
Concord, NC 28025 Grecasboro, NC 27455 Taylorsvifie. NC 28681
Phone: [phone] phone: [phone] Phone [phone]
Fax: (704) 72D-9406 Fax: (336)$40-8235 Fax: [phone]
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: Pander County Water Line Date: 8-12-02
Applicant/Owner: McKim & Creed County: Pender
Investigator: Todd Preuninger State: NC
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 Transact ID:
Is the area a potential Problem Area? Yes X No Plot ID: Upland
If needed, explain on reverse.
VFGFTATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Vitis rotundifolia VINE FAC 9.
Liquidambarstyraciflua SAP FAC+ 10.
3. Pinus taeda SAP FAC 11.
. Pinus taeda TREE FAC 12.
5. Sassafras albidum TREE FACU 13.
Pteddium aqullinum HERB FACU 14.
7. Ilex glabra SHRUB FACW 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 71%
Remarks:
NYrfRnl nGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
_ Sediment Deposits
_ Drainage Pattems 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: N/A (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: N/A (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Pender County Water Line Plot ID: Upland
SAIr_S
Map Unit Name Drainage Class: Well drained
(Series and Phase): Autryville fine sand Field Observations
Taxonomy (Subgroup): Arenic Paleudult 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.
0-10 A 10YR 4/1 Fine sand
10-16 E 10YR 6/1 Fine sand
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: Sand grains were uncoated.
1
11
WFTI ONnS nFTFRMINOTION
Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? - Yes x No Yes X No
Hydric Soils Present? x Yes _ No
Remarks:
L- !I
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: Pander County Water Line Date: 8-12-02
Applicant/Owner: McKim & Creed County: Pander
Investigator: Todd Preuninger State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Bottomland
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 750)
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Smilax laurafolia VINE FACW+ 9.
2. Acerrubrum TREE FAC 10.
3. Woodwardia virginica HERB OBL 11.
Nyssa sylvatica TREE FAC 12.
5. M aka cerifera TREE FAC+ 13.
6. Magnolia virginiana SHRUB FACW+ 14.
7. Cyri/la racemiflora SHRUB FACW 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:
L-
I
HYDROLOGY
Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
_ Sediment Deposits
_ Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X 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: 2 (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 2 (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Pender County Water Line Plot ID: Wetland
enu c
Map Unit Name Drainage Class: Poorly drained
(Series and Phase): Muckalee loam Field Observations
Taxonomy (Subgroup): Typic fluvaquent 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 10YR 2/1 Muck loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
X 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:
u/GTl Alk1r1Q 11CTC0UIWwr1AW
Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No X Yes No
Hydric Soils Present? X Yes _ No
Remarks:
10/11/2002 10:31 FAX [phone] McKIM & CREED 121002
_.,4CT-22-99 81:32 PM USDA.RURAL.DEVELOPMENT 918SIS4717 P.0s
ixt ?(1!t'n u?,a C?o6 Irs
?ttvf Sly lnn s?R+ ? uautlE?? _ '•
?? salmfut scg3 ,
?: R voq 0wols loptt
?.? P •uou?ti?l!9? ? ? M Xts saw} ,t1P?iodai ail ? -
?;,r?,-T ••- jd
r-i. •
AF`FIDAVIT OF PUBLICATION
The Pender Pow • P.O. Box 955 a Burgaw, NC 28425
STATE OF NORT T CAROLINA, COUNTY OF HNI DER
Before the undersigned ?Notary Public: of said county and state, duly cornnLis-
?i?;n?•u• nuaiined and authorized by law to rAdminister oattia, personally
appexreil Theresa Langley, who, being first duly svworn, deposes and says
that she is authorized to make this affidavit for The PendECr Post, published
by Post ?newspapers Inc-, which ricwspapcr is published, issued, and en-
tered as periodicial mail in the Town of Burgtaw, NC, and that the notice; or
other letral advertisement, a true copy of Which is attached hereto. Was Pub-
lished in The Petider Post on the followiw dates-

Tht? newspaper in which such notice or legal adt erti.,imnent was publisher]
-Las, at Lhte ti=e of each and every such }publication, a no wspaper meeting
all the requirr.mpnts and qualifications of Chapter 7-597 of the Crerieral Stat-
utes of'`orth Carolina and was a gxialifi,?d newspaper within the meaning
of Chapter 1-597 of tho General Statutes of North Carolina.
Date:- ?C e - C r- CD , 1998-
Signs r f Affant
Sworn to
Sid iattllje f X' J u lgu
i4Iy cnnirriY4?S?F?'''d?'??A?
before me this
,19J5.
' GZ D
I C
august 17, 2002
10/11/2002 10:31 FAX [phone] McKIM & CREED 1003
OCT--22-99 01:33 PM USDA- RURAL. IIEVELOPMENT 9108154717 P.04
- ??•? ..v..v.. aavrar+a Y .../.¦a ova Vr•1tL vvftir,,y1 at 7GYYCPt 1J17IMIt I
y FINDING OF -NO SIGNIFICANT IMPACT
FINAL -NOTICE " PLOODPLAIN A WETLANDS
Plural Development has received an
Erpptlcation from Rocky Polm-Topsall
Water & Sewer District for finanolal as.
eistane# for constructlgn of a central
water system- Thu spocifio project ele-
ments Include the Construction of well
fields. Elevated storage tanks arid ap-
proximately 1.256.000 frnear feet of var-
ious 6170 water lines. The project ser-
vice area includes all of the Rocky Point
- Topsail Water & Sewer District. A gen-
eral location map of the proposed action
fis shown below. If implemented, Inc pro.
Jecl has the potential to advarsely Im•
pact three coNgortes of important land
resources: Important farmland, wet.
lands and floodplains. impartaill (attn.
lands as designated by the USDA Natu-
ral Resource Conservation Service
occur throughout the proposed service
area; wetlands occur throughout ilia
proposed service area primarily in small
bays: and floodplains occur primarily
along the NE Cape Fear River and its
Inbufartes, along creeks throughout the
proposed sorvice area, and along areas
influenced by the Atlantic Ocean. The
potential adverse Impacts to the re-
sourc=es involve their pOSSlbte convor-
Sian ftQM the construction of the project
and devolopmont prompted or accelor-
aled by.lho water ayalom. •
There may be some indirect Impacts
Io present land use because of the in- _
fluenc& of (fie availability of water to
property adjacani to the Water- Ifnes.
Ponder County has adopted resolutions
establishing 'designated growth corri-
dors' that are located adjacent to water
trpnsmieslon lines that have been dater.
mined to have surplus capacity in ordor
for Me system to function property by
draufically- There Areas Oro typically at-
ready undot pressure for development
and growth. The desigrration of growilr
corrodore wlil noI firnit development but
will serve to direct ?rowlh to those areas
rather than have it occur without order in
other areas of the county that are mbre
rural in characler. Aroas already desig
noted and e0opled as growth corridors
Include the (olfowing.
Hocky Pelnt &o_
From NC 210, and NE Cape Fear Riv
er io dheshiro Road
US 117, from intersection of 1-401US
117 north of Buigaw south to South-
em dl9tric-I boundary (NE Cape Fear
River)
NC 133, from US 117 to Old Swann
Point Avenue
TQ04MML.
• US 17, from southorn district bound.
cry to northern district boundary,
NO 210, from Peanut Goad to US 17
NO 210, from US 17 to NO 50
• NC 50, from southorn district bound-
ary to northern district boundary
The area along NO 53, from US 114 t6
a toomtfvn Just oast 011.40 will be edopl-
od as a growth corridor.
The district will mitigate potential ad-
verse indirect impacts to these resourc-
es by Installing minimum.-size linos (ex-
cept in designated growth areas),
prohibiting future water service to devel-
opments proposed for floodplaln and
welland areas, and to provide water to
serve only normal residenllal size taps
to non-agricultural doveloprneni pto-
posed td occur on Imporlant farmland r
- - The DiStrlCt will minimize potential in-
direct Imposts to endangered species,
historic or arelraeological properties,
and the impact of a water line crossing
the NE Cape Fear River through the rhrti-
galiorr measures Conthined in [tie onvi.
ronmonlal asaoaertrent prepared by -Au-
rat Development,
There will be nO permanent direct pro-
ject impacts on these resources. Rural
Development has detonrrined there arc
no practicable altornatives la the idenli-
fied temporary Impact,. mural Develop-
ment has assessed the potential Envi-
ronmental impacts including alturnatlvua
to avoid adverse impacts of floodpla;nv
and wetlands relative 10 this propgpod
action and has determined It will net Vg-
nificantly affect the quality of tho human
environment- Therefore. Rural Develop.
ahem will not prepare an environme&al
Impsot staterllent for this proposed ac-
lion, :.
Written commcnis regarding IiZO ,
determinations will be accepted within
Miser' (15) days of this publicatlon•
Comments should be mailed to USDA
Rural bevelopment• 325 East Fourth
Street, Lumberton, NO 2635x. Rural De-
velopment will make no further daclslons
regarding this proposed action dggpg '
this fifloon day Porlod. ROqucsts lo,rp•
view the environmental ssooosrtlenl
upon which this determination is based
should be direclerl to the above' gd-
dress- K339 - Nov. 25; Doc. 2, 1906
140 1'iI r -LY
%
wwwlii 4t J l ? /
117
?`' S zoo sf ?? 1?\ it -: .
l`rrr• <? X17 210
,-dsJ<aa -it o; -tsnq aasuodsaa ;date,.id Ys>a?y??ax;j 'a+?dsap 11ma ava aq; arts
fq, apucisifq d ' '?aattt?u?oc? ,r,aolaop s .100 uos apg12 pjfq3 iaq c? . aid of tuoouaa >3 dap
t:, rcarlYrrYkT 1n o-t-11" aut olut- ninnd sun nau,.k oiaLrxv sPAL 1123 3011 lurill 0.1aA03sw oqt? , ,
10/11/2002 10:32 FAX [phone] McKIM & CREED 0 004
G-CT,-22-99 01 :34 PM USDA. RURRL. DEVELOPMENT 9109154717 P.05
~"'??r ? bbSs3N5 ebes'jnu
411
N. - ._ :. AFFT.I)AVIT
OF
PUBLICATION
The Pender Chronicle
110 C-ourthotuie Avenue
RO. Box 726 • Burgaw, NC 28425
State of North Carolina
County of Pcndcr
Personally appeared before me the under-
signed principle clerk of the above indicated
newspaper published in the City of Burgaw,
County and State aforesaid, who, being duly
sworn, says that the advertisement of
(copy atlachcd)
appeared in the issues of said newspaper
on the following day(s): f)b \)- tL5 I ? 1? R
Tor e2 IR?i9
Subscribed and sworn to
before This day
of
A.D. 19
(Prim iple Clork)
t ?
NOTARY PUBLIC
MY CaMmission Expires June 16,2W3
m 0
MATCHLINE S
SEE THIS
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PEN DATE: FEBRUARY 2002 M&C FllE NUMBER
h~ SCI~LE G-003 CCPROJ055442--0034 PENDER COUNTY DIVISION 11 DRA1'N HORIZONTAL: -
J 5625 Dillard Road, Suite 117 Cary, North Carolina 27511 P -HA- -S -E -11 ~l BHC ORANING NU'!BER
REV.NO. _ ~ Phone: [phone], Fax: ROCK - DESIGNED 1"=1000'
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PROJ. h.1 GR. NA \TER AND SEWER DISTRICT VICINITY MAP
- WATER www.mckimcreed.com
STATUS:
- - - I R"SON