20080181 Ver 1_401 Application_20080108

Crowley, Crisp & Associates, Inc.
Professional Engineers
1906 South Main Street, Suite 122
Wake Forest, NC 27587
919-562-8860 ~ Fax: [phone]
TO: DW
401/Wetlands Unit
~~~~~ o~ ~~a~~~o~~a~
DATE 1/24/2008 JOB NO. 07011
ATTENTION 401/Wetlands Unit
RE: Hunter Place Pump Station and Forcemain Upgrade
WE ARE SENDING YOU ®Attached ^ Under Separate Cover via the following items
^ Shop Drawings ^ Prints ^ Plans ^ Samples ^ Specifications
^ Copy of Letter ^ Change Order ^
COPIES DATE NO. DESCRIPTION
7 1/24/2008 Co of PCN
7 1 /24/2008 A ent Authorization Letter
7 1/24/2008 Jurisdictional Determination
7 1/24/2008 Vicinit Ma
7 1/24/2008 USGS and Soils Ma s
7 1/24/2008 Buffer Im act Plan
7 1 /24/2008 Construction Plans

THESE ARE TRANSMITTED as checked below:
^ For approval
^ For your use
^ As requested
^ For review and comment
^ Approval as submitted
^ Approved as noted
^ Returned for corrections
® Hand delivered
^ Resubmit corrected prints
^ Submit copies for distribution
^ Return corrected prints
^ FOR BIDS DUE 20 ^PRINTS RETURNED AFTER LOA D ~S~ ~a~ n~
REMARxs: JAN 2 4 2008
~E:. E3~+J+hCH
COPY TO: File
SIGNED:
If enclosures aze not as noted, kindly notify us at once

Office Use Only: Form Version March OS
p8-0181
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/ "
o ~~f~~~`~`',~ p
I. Processing
JAN 2 4 ?078
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffery~NANO sT~c~MwatEk a~r1cH
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, 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: ^
II. Applicant Information
Owner/Applicant Information
Name: Franklin County Public Utilities ATTN :Bryce Mendenhall
Mailing Address: 1630 US Hwy. #1
Youngsville, NC 27596
Telephone Number:~919) 556-5177 Fax Number: [phone]
E-mail Address: bmendenhall(a~franklincountmc.us
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: John Sorrell
Company Affiliation: Crowley, Crisp & Associates, Inc.
Mailing Address: 1906 S Main St Ste 122
Wake Forest, NC 27587
Telephone Number: [phone] (x27) Fax Number: [phone]
E-mail Address: ; sorrell ~crowle.~p.com
Page 5 of 15

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
USAGE 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: Hunter Place Forcemain Upgrade
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not a State project
3. Property Identification Number (Tax PIN): Linear corridor throu multiple properties.
4. Location
County: Franklin Nearest Town: Young_sville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.):
Head north from Wake Forest on US HWY #1 Turn right on Holden Rd. Easement crosses
Holden road approx 1000 ft west of richland drive..
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): see attached °N see attached °W
6. Property size (acres): Linear corridor throu mult~le properties
7. Name of nearest receiving body of water: Richland 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 ht~_//h2o.enr.state._nc.us/admin/maps/.)
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 site is an existing sewer easement. Adjacent properties
include vacant and industrial uses.
Page 6 of 15

10. Describe the overall project in detail, including the type of equipment to be used: The
-----__-~ --_---~- __-'tt -----~-~ _r _ c~nn tr ti» r~T r-----.---~-- =---a_tt_~ :~ ~~~_~t__ ___i._a]
easements along Richland Greek and a 700 if 16" forcemain in the ri t of way of NC 96.
Booster pumps will also be installed at the pump station to accommodate additional head
generated from rerouting forcemain. Equipment to be used will include a back hoe, front end
loader, dump trucks, and rgradin clearing equipment.
11. Explain the purpose of the proposed work: The existin Hunter Place Pum Station um s
into a problematic 5700 if section of 8" PVC forcemain. Barry Hertzburg o the Surface
Water Protection Group of NCDENR has recommended that this forcemain be upgraded as
soon as possible to reduce the chances of a future failure. In addition to this, Franklin
County is rerouting the forcemain away from Industrial Park Pump Station in order to
alleviate it's capacityproblems.
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 existing 8" PVC sewer forcemain and Hunter Place Pump Station were constructed in 2002.
Prior to the construction of this forcemain there was an existing Pump Station located in the
easement near crossing #3. Prior DWQpermits and permit numbers for these projects could not
be located.
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.
No further requests are 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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Page 7 of 15

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: Impacts #1-#3 are wetland
impacts for installation of a 16" sewer forcemain in the existing easement.
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
1 Clearing Disturbed headwater
wetland No 0 .1

2
Clearing Forested riparian
headwater wetland
No
0
<.1
3 Clearing Disturbed riparian
headwater wetland yes 0 <.1

Total Wetland Impact (acres) <.3
3. List the total acreage (estimated) of all existing wetlands on the property: <
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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
mnct he included- T~ calculate acreage. multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name ..
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
1 Richland Creek Sewer Crossing Perennial 2.0 21 .00096
2 Richland Creek Sewer Crossing Perennial 4.2 23 .00222
3 UT to Richland Crk Sewer Crossing Perennial 4.75 16 .00174
4 UT to Richland Crk Sewer Crossing Perennial 5.75 25 .0033
5 UT to Richland Crk Sewer Crossing Perennial 2.0 19 .00087

Total Stream Impact (by length and acreage) 104 .0091
Page 8 of 15

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody

(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .00091
Wetland Impact (acres): .3
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 104
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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 existing 8" PVC
Page 9 of 15

forcemain is in an easement along Richland Creek and connects Hunter Place Pump Station with
an outfall on Wolfpack ~ We are remaining_inside the existing easement wherever possible in
order to minimize additional clearing We have attempted to stay as far from the streams as
possible within the existing easement Following the existing easement requires all of the
impacts listed above and will add minimal newly cleared acreage. Other possible routes were
prohibitive due to increased forcemain length and head.
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.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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
htt~://h2o. enr.state.nc.us/ncwetlands/strmgide.html.
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.
No mitigation is proposed since project is a rehabilitation of existing utilities in an
existing easement
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
Page 10 of 15

that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at ht~•..//h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. 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
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (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 DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ^
2. If "yes", 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.
#1
Page 11 of 15

(square feet) Miti ation
1 1725 3 (2 for Catawba)
2 2477 1.5
Total 4201
Impact #2
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 9716 3 (2 for Catawba)
2 4099 1.5
Total 13815
Impact #3
Zone* Impact
(square feet) Multiplier Required
Miti ation
1 3 (2 for Catawba)
2 855 1.5
Total 855
Impact #4
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 8 1.5
Total 8
Impact #5
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba)
2 64 1.5
Total 64
Impact#6
Zone* Impact
(square feet) Multiplier Required
Miti ation
1 0 3 (2 for Catawba)
2 304 1.5
Total 304
Impact #7
Zone* Impact Multiplier Required
(s uare feet) Mitigation
1 0 3 (2 for Catawba)
2 751 1.5
Page 12 of 15

Total 751
Impact #8
Zone* Impact
(s uare feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba)
2 338 1.5
Total 338
Impact #9
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3 (2 for Catawba)
2 218 1.5
Total 218
Impact #10
Zone* Impact
(square feet) Multiplier Required
Miti ation
1 0 3 (2 for Catawba)
2 83 1.5
Total 83
Impact #11
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 1698 3 (2 for Catawba)
2 839 1.5
Total 2537
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Buffer mitigation is not proposed since
buffer impacts fall within existing sewer easement.
XI. Stormwater (required by DWQ)
Page 13 of 15

Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The existing easement contains no im ep rvious
areas and no impervious surfaces will be added.
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.
No waste water will be generated.
XIII. 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 ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enratate.nc.us/ncwetlands. If no, please provide a short narrative description: No.
This project is intended as a maintenance project for Franklin County Public Utilities in order to
prevent sewageills. It should not cause additional growth.
XV. 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).
Page 14 of 15

y Z f d~j
Date
(Agent's
authorization letter from the applicant is provided.)
Page 15 of 15

01122/2008 21:22 9194942225 FCPU PAGE 02
January 22, 2008
l~E: A,gent Authorization for the preparation and submittal of permits with regard to the
Hunter Place Pump Station and Forcennain Upgrade Project.
To Whom It May Coracerrt:
Franklin County, a body politic, and more specifically the Public Utilities Department has
authorized Crowley, Crisp & Associates, l;qc., of 1909 South Main Street Ste. 122, Wake Forest,
North Carolina as our agent for the purpose of Clean Water Act Section 401/404 permitting for
the proposed Hunter Place Pump Station and Fvrcemain Upgrade ,Project. The project is located
in Franklin County, North Carolina, Crowley, Crisp & Associates, Inc. is authorized to submit
permit applications on our behalf and to access the property.
Sincerely,
ryce Mendenhall
Dix-ector of .Public Utilities
Franklin County

11(11 flavnes Street Suike 7111 Raleigh, NC; 276f1~} Telephone ~)l~l.ri2ti.3433 Eat: 919.S2S.,lalh
EcoScience
December 17, 2007
Mr. John Sorrell
Crowley, Crisp & Associates, Inc.
1906 South Main Street
Suite 122
Wake Forest, NC 27587
Re: Hunter Place Lift Station and Force Main Upgrade Permitting 07-388
Dear Mr. Sorrell:
Please find attached a copy of our report summarizing the results of our jurisdictional
determination for the Hunter Place Lift Station and Force Main Upgrade project.
Included with the report is a figure depicting approximate jurisdictional area limits and
locations of relevant features (Figure I ).
Please do not hesitate to call me if you have any questions or need any additional
information. Thank you again for choosing EcoScience Corporation to assist with this
important project.
Sincerely,
ECOSCIENCE CORPORATION
~~ ~~ 2`' c' :%
~~/l ~
Matthew D. Thomas
Project Scientist
Attachments

HUNTER PLACE LIFT STATION AND FORCE MAIN UPGRADE
JURISDICTIONAL DETERMINATION
FRANKLIN COUNTY, NORTH CAROLINA
EcoScience Corporation (ESC) personnel recently conducted a natural systems
assessment including jurisdictional area determination and endangered species habitat for
the Hunter Place Lift Station and Force Main Upgrade project (hereafter referred to as the
"project study area") on December 13, 2007. The project study area involves
approximately 5700 feet of proposed force main alignment along Richland Creek near
Youngsville in Franklin County, North Carolina. The project study area begins at a lift
station south of Holden Road and extends northward to NC Highway 96. An additional
1700 feet of proposed sewer line extends southeast along NC Highway 96 to its
intersection with US Highway lA. The proposed utility line will be constructed within
an existing sewer easement along Richland Creek, and parallels existing utilities along
NC Highway 96 (Figure 1).
ESC reviewed utility plans provided by Crowley, Crisp & Associates which served as
baseline mapping for the proposed project. Vegetated wetlands and other jurisdictional
features within the project study area were determined during the field visit and placed on
a baseline map of the project study area (see Figure 2). This report describes the
methodology employed for this work. In addition, this report summarizes our findings
concerning environmental features.
Methods
Materials and literature supporting this investigation have been derived from a number of
sources including U.S. Geological Survey (USGS) topographic mapping (Franklinton,
NC, NC 7.5 minute quadrangles [1978]), U.S. Fish and Wildlife Service (USFWS)
National Wetlands Inventory mapping (NWI) (Franklinton, NC 7.5 minute quadrangles
[1978]), and the Natural Resources Conservation Service (MRCS 2004), and recent aerial
photography.

EcoScience Corporation
December 17, 2007
Mr. John Sorrell
Re: Hunter Place Lift Station and Force Main
Page 2 of 4
Jurisdictional areas were evaluated using the three-parameter approach following
USACE delineation guidelines (Environmental Laboratory 1987). The project study area
was walked and visually surveyed for significant features. For purposes of this
evaluation, the project study area has been determined by Crowley, Crisp & Associates to
be the existing utility easement (20 feet in width, centered on the current sewer main) and
a 20-foot buffer on both sides. The project study area is approximately 6400 feet in
length. Potential impacts of construction will be limited to 30 feet on each side of the
sewer main. Special concerns evaluated in the field include jurisdictional resources and
endangered species habitat.
Jurisdictional Resources
Field investigations concluded that six stream crossings and three wetland systems occur
within the project study area (Figure 2). Three stream crossings occur along Richland
Creek and three stream crossings occur along tributaries to Richland Creek. In addition
to stream crossings, the project study area overlaps Richland Creek in two separate areas,
Stream Impact 1 and Stream Impact 2 (Figure 2). Both impacts occur along the right
stream bank of Richland Creek. All stream crossings were confirmed as shown on the
drawings supplied by Crowley, Crisp & Associates.
Field Investigations concluded that three potential wetland systems occur within the
project study area (Figure 2). Wetland 1 is a 0.1-acre wetland that occurs on both sides
of Richland Creek. Wetland 1 is a disturbed/maintained riparian headwater wetland.
Wetland 2 is a less than 0.1-acre wetland that occurs along the right stream bank of
Richland Creek. Wetland 2 is a forested riparian headwater wetland. Wetland 3 is a less
than 0.1-acre wetland that occurs along both stream banks of a tributary to Richland
Creek. Wetland 3 is a disturbed/maintained riparian headwater wetland that appears to
have been created from previous utility line work.

EcoScience Corporation
December 17, 2007
Mr. John Sorrell
Re: Hunter Place Lift Station and Force Main
Page 3 of 4
Surface water and wetland systems located within the project study area are subject to
jurisdictional consideration under Section 404 of the Clean Water Act as waters of the
United States (33 CFR section 328.3). Impacts to jurisdictional areas will be subject to
permits issued by the USACE and state agencies.
Endan erg_ed Species Habitat
Species with the federal classification of Endangered, Threatened, or officially Proposed
for such listing are protected under the Endangered Species Act (ESA) of 1973, as
amended (16 U.S.C. 1531 et seq.). The term "Endangered Species" is defined as "any
species which is in danger of extinction throughout all or a significant portion of its
range," and the term "Threatened Species" is defined as "any species which is likely to
become an Endangered species within the foreseeable future throughout all or a
significant portion of its range" (16 U.S.C. 1532).
The USFWS currently (as of December 17, 2007) lists three federally protected species
with ranges that extend into Franklin County (Table 1): dwarf wedgemussel
(Alasmidonta heterodon), Tar River spinymussel (Elliptio steinstansana), and Michaux's
sumac (Rhus michauxii). All three species are considered Endangered species in Franklin
County.
Habitat for the dwarf wedgemussel and Tar River spinymussel does not occur within the
project study area. The study area does not contain any fast-flowing, well-oxygenated,
circumneutral streams over silt-free, un-compacted, gravel/coarse sand substrates.
However, if required for permitting services, surveys will need to be conducted. Habitat
for Michaux's sumac exists within the project study area along maintained utility
easements. If required for permitting purposes, surveys will be conducted between May
and October 2008.

EcoScience Corporation
December 17, 2007
Mr. John Sorrell
Re: Hunter Place Lift Station and Force Main
Page 4 of 4
REFERENCES
Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual.
Technical Report Y-87-1. United States Army Engineer Waterways Experiment
Station, Vicksburg, MS. 92 pp.
Natural Resources Conservation Service (MRCS). 1997. U.S. Department of
Agriculture. Hydric Soils, Franklin County, N.C. Technical Guide, Section
II-A-2.
Natural Resources Conservation Service (MRCS). 2004. Soil survey of Franklin County,
North Carolina, United States Department of Agriculture.
U.S. Fish and Wildlife Service (USFWS). 2004. Franklin County Endangered Species,
Threatened Species, and Federal Species of Concern (online). Available:
http:/r'~~~G~~~~.ftivs.~ov/nc-es/etiicountvfr.html [December 17, 2007]. U.S. Fish and
Wildlife Service.

Wetland 1

Stream Crossin 5 /
Wetland 3
Stream Crossing 6
LEGEND
Sewer Easemei
~~~~ ~~ Existing Sewer
Richland Creek
Wetlands
Neuse Buffer
/'~ Road
500 0 500 1000 1500 Feet
Drawn ey: ckd By: FIGURE
Date:
JURISDICTIONAL DETERMINATION MT ES
DEC 2007
~'~' Hunter Place Lift Station and Force Main Upgrade Scale:
AS SHOW N
EcoScience ESC Project No.:
Corporation Franklin County, North Carolina
Raleigh, North Carolina 07-388

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Project Study Area •• ~ `! ~~~' 2000 0 2000 4000 Feet
Dwn By: Ckd By:
SITE LOCATION MT ES FIGURE
Date:
DEC 2007
.,,,~,; Hunter Place Lift Station ad Force Main Upgrade scale:
EcoScience Franklin County, North Carolina as sHOwN 1
Corporation ESC Project No.:
Raleigh, North Caroline 07-388

TopoZone -USGS Franklinton (NC) Topo Map
http: //www.topozone.com/print.asp?lat=36.02799&lon=-78.49446...
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Soil Map-Franklin County, North Carolina
(Hunter Place Soils Map)
'~ ' ` Natural Resources Web Soil Survey 2.0 1/16/2008
Conservation Service National Cooperative Soil Survey Page 1 of 3
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Soil Map-Franklin County, North Carolina
Map Unit Legend
Hunter Place Soils Map
Bradcdn Courriy, ~ (IiC1189)
~p tMlt symbol ~P unit Natn~ Aces ~ Adi ~•rt~pt of Adl
AaA Altavista sandy loam, 0 to 3 0.0 0.0°~
percent slopes, rarely flooded
Ap6 Appling loamy sand, 2 to 6 14.7 1.0%
percent slopes
Cab Cecil sandy loam, 2 to 6 percent 612.5 43.8°~
slopes
CaC Cedl sandy loam, 6 to 10 364.4 26.1
percent slopes
Ce62 Cecil day loam, 2 to 6 percent 9.0 0.6%
slopes, eroded
ChA Chewada and Wehadkee soils, 37.7 2.7%
0 to 3 percent slopes,
frequently flooded
He8 Helena sandy loam, 2 to 6 17.9 1.3°h
percent slopes
PaD2 Pacolet day loam, 10 to 15 136.9 9.8%
percent slopes, eroded
PuC Pacolet-Urban land complex, 2 81.4 5.8%
to 10 percent slopes
StA State loam, 0 to 3 percent 8.7 0.6°~
slopes, rarely flooded
Ud Udorthents, loamy 15.3 1.1 °k
VaB Vance sandy loam, 2 to 6 10.4 0.7°~
percent slopes
W Water 13.1 0.9%
WbD Wake-Wateree-Wedowee 21.5 1.5%
complex, 8 to 15 percent
slopes, rocky
WcE Wake-Wateree complex, 15 to 22.1 1.6%
30 percent slopes, very rocky
Web Wedowee sandy loam, 2 to 6 2.0 0.1 °k
percent slopes
WeC Wedowee sandy loam, 6 to 10 30.5 2.2%
percent slopes
Totals for Area of Interest (AOI)
1,398.1
100.0%
Natural Resources Web Soil Surrey 2.0 1/16/2008
Conservation Service National Cooperative Soil Survey Page 3 of 3

r Ru ~ ~~ ~ ~~~~~ ~~

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT 0 8- O 1 8 1
EXPRESS PERMITTING OPTION
No person may initiate any land-disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the a-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Hunter Place Lift Station and Force Main upgrade
2. Location of land-disturbing activity: County Franklin City or Township Youngsville
Highway/Street Holden Road and NC 96 Latitude Longitude
Approximate date land-disturbing activity will commence: December 1, 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): County Sewer
Total acreage disturbed or uncovered (including off-site borrow and waste areas): 3.9
6. Amount of fee enclosed: $ 1200 .The Express Permitting application fee is a dual charge.
The normal fee of $50.00 per acre (rounded up to the next acre) is assessed without a ceiling amount.
In addition, the Express Permitting supplement is $250.00 per acre up to eight acres, after which the
Express Permitting supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name Bryce Mendenhall E-mail Address ibmendenhallCa~nc.rr.com
Telephone [phone] Cell # Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Name Telephone Fax Number
Current Mailing Address Current Street Address
City State Zip City State Zip
10. Deed Book No. Page No. Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land-disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Bryce Mendenhall
Name
ibmendenhallt~nc.rr.com
E-mail Address
5 West Mason St.
Current Mailing Address
Franklinton NC 27525
City State Zip
Current Street Address
City
State
Zip
Telephone [phone] Fax Number 919-494-2225

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City State
Telephone.
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City
Telephone
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
Crowlev. Crisp & Associates, Inc
Engineering Firm or other consultant
Mike Crowley
Individual contact person (type or print)
mikeCa)_crowleyandassociates.com
E-mail Address
919-562-8860 919-562-8872
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney-in-
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there by
any change in the information provided herein.
Bryce Mendenhall Franklin County Director of Public Utilities
Type or print name Title or Authority
Signature
Date
a Notary Public of the County of
State of North Carolina, hereby certify that appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this day of
Seal
E-mail Address
Current Street Address
State Zip City State Zip
Fax Number
E-mail Address
Current Street Address
Zip City State Zip
20
Notary
My commission expires

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