20041323 Ver 1_401 Application_20040810

SPAULDING & iNGRRIS, PA
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Planning *'',vi ! Engineering* Environmental
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August 10, 2004 FILE U. I
M,. -win Yates
US Army ?-orris of Engineers
Raleigh Regulatory Field Offic4O
6508 Falls of the Neusc Road
Suite 120
Raleigh, NC 27615
Mr. John Dorney
ISSUF NC Division of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 25,0
Raleigh, NC 27604-2260
Re: Pre-Construction Notification Application Package for Oak Park Subdivision, in
Franklinton (Franklin County) Dear Mr. Yates and Mr. Dorney, 041323
Attached is the completed PCN Application Form for Oak Park Subdivision in Franklinton. This
Application package illustrates the impacts required for the construction and function of the
initial phases of the proposed project. One to two phases in the southeast corner of the property
have not yet been designed Hence, the layout of this area is not illustrated on the attached plans
(as noted thereon).
Mr. Steve Mitchell of the NCDWQ Raleigh Regional Office conducted an on-site Tar-Pamlico
Buffer concurrence meeting for this site on May 3, 2004. Mr. Kevin Yates of the USACE
Raleigh Regulatory Field Office conducted an on-site wetland concurrence meeting on May 11,
2004. A copy of the wetland delineation map has been submitted to Mr. Yates for his approval
and signature, but has not yet been received. The attached wetland delineation map accurately
represents rulings made by each party during the concurrence meetings referenced above.
However, Spaulding & Norris has not received any Tar-Pamlico Buffer concurrence
documentation to date.
All proposed impacts are for the installation of sanitary sewer, hence, there are no permanent
wetland or stream impacts proposed for the initial phases of the project. Since the large majority
of the property is covered by recently abandoned cow pasture (photographs attached), only two
proposed sanitary sewer crossings would have permanent Tar-Pamlico Buffer impacts, totaling
less than 0.07 acre.
Phase 1 (lots 1 through 133) of the project is the only phase that is beyond preliminary layout
design. Hence, Phase 1 is the only portion of the project that has level spreaders designed at
stormwater outlets (Oak Park Subdivision, Storm Drainage Plan - Drawing Sheet C-3.0). The
preliminary design of stormwater collection systems for areas outside of Phase 1 is illustrated as
gray and white lines, while black and white lines illustrate the proposed permanent stormwater
collection system for Phase 1. As designed, Phase 1 has seven stormwater outlets. Two outlets
discharge into a grass lined channel in the right-of-way of Hicks Road (FES 1 and FES 10). Two
other outlets will temporarily discharge to the abandoned bermudagrass cow pasture (FES 17 and
FES 80). However, the temporary outlets (FES 17 and FES 80) will be connected to stormwater
Phone: [phone] + Fax: [phone] * 972 Trinity Road + Raleigh, North Carolina 27607 ;
"NosI401 G80UP
AUG r 0 2004
WA T'68 QUACI>YSE
C TION
collection systems for future phases (g; aTv and white lines) at the time of that phase's
constructio,a. The remaining three outlets discharge to level spreaders (FES 31B, FES 41 and FES
64). As described, stormwater discharged from all conceptrated stormwater outlets receive
treatment prior to entering protectcd sty Canis. For outlets that do not discharge to level spreaders,
the grass lined channel and the bermudagrass pasture will provide stormwater treatment
equivalent to or exceeding the level of treatment provided by typical grass swalPs. in future
phases, all permanent stormwater outlets that do not discharge into the grass lined channel in the
Hicks Road right-of-way will incorporate level spreaders designed according to DWQ
requirements.
Please do not hesitate to contact me if you have questions, comments or concerns about this
application. Thank you in a&ance for your time spent reviewing this permit application.
Sincerely,
Scott Mitchell
Environmental Engineer / Scientist
Office Use Only: orm Version May 2002 '0413 2?
USACE Action ID No. WI NQ No.
(If any particular item is not applicable tc Yhis project, please entc: "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 Ruiej
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quaii-ty Certification
2. Nationwide, Regional or General Per-nit Number(s) Requested: Nationwide Permit #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: ?
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
1. Owner/Applicant Information
Name: Ralph D. Edwards
Mailing Address: 975 Hicks Road
Youngsville. North Carolina 27596
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: Scott Mitchell
Company Affiliation: Spaulding & Norris. PA
Mailing Address: 972 Trinity Road
Raleigh. North Carolina 27607
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: scott@,Mauldinjznonis.com
Page 5 of 13
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, an?»'d 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 fodtOrints 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 info-w- ation 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: Edwards Properly
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1864-13-4291 & 1864-44-0246
4. Location
County: Franklin Nearest Town: Franklinton
Subdivision name (include phase/lot number): Oak Park Subdivision
Directions to site (include road numbers, landmarks, etc.): From US-1 North, towards
Franklinton, turn right onto Burt Winston Road, approximately 1 mile north of the
intersection of US-1 and NC 96. After approximately 1.5 miles, turn left onto Hicks Road
(SR 1125). Site is immediately on the right side of Hicks Road.
5. Site coordinates, if available (UTM or Lat/Long):
(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): 296.04
7. Nearest body of water (stream/river/sound/ocean/lake): Brandy Creek, Cedar Creek
8. River Basin:-Tar-Pamlico
(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/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 primarily open pasture with several small wooded
areas and wooded streams. A sanitary sewer easement runs along the eastern boundary of the
Page 6 of 13
site. There are also existing farm structures located near the entrance to the site and an
eY;s±in home near the pond on-sit`: There are residential subdivisions located both to the
north and south. of the site along Hicks Road.
10. Describe the overall project in detail, including the type of equipment to be used: The
proiect entails the development of a residential subdivision and the associated infrastructure,
including: roads, water supply, and sanitary and storm sewers. Equipment used will include
but is not limited to trackhoe excavators, bulldozers, rollers, =halt pavers, and other
radn:g and road construction equipment.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
the necessary infrastructure to support a residential subdivision of single family homes
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.
Concurrence meetings for the site were held by Mr. Steve Mitchell of the Raleigh Regional
Office of the NCDWO on May 3, 2004 and Mr. Kevin Yates of the USACE Raleigh Re tort'
Field Office on May 11, 2004.
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.
This permit application is for impacts required for the installation of all infrastructure required
for the lots illustrated on the attached Impact Maps. The design for the southeastern section of
the site is currentlyicomplete. This area will include one road crossing. The Owner will
submit an additional permit request for the crossing and any other unavoidable impacts for the
residential portions of the project. That request will constitute the last application for this site.
Page 7 of 13
VI. Proposed Impacts to W aiers 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 streaa,- channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or streamm
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: The proposed impacts include
temporary and permanent impacts to Tar-Pamlico river buffers and temporary impacts to streams
and wetlands from the installation of a sanitary sewer.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma Type of
Impact*
p Area of
Impact
acres Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***
1 (Proposed-Temp) Sanitary sewer
& easements 0.0018 YES 0' Forested Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill.,
excavation, flooding, ditching/dramage, 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.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) 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: 0.367 ac. delineated
Total area of wetland impact proposed: 0.0018 acres total (0.0000 acres permanent) (0.0018
acres temporary)
Page 8 of 13
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
indicate on ma Tyr1G of
Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or-?
Intermittent?
leasespecify)
1 Proposed-Temp)
( Sanitary sewer
& easements 20 UT to Cedar Creek 11_.5' Intermittent
1 5 (Proposed-Temp) 46 44 22 3.0,
8 (Proposed-Temp) 44
20
UT to Brandy Creek
2.5'
Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usQs.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.toyozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 62 linear feet total (0
linear feet permanent) (62 linear feet temporary)
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
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
None

* 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Page 9 of 13
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 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 project layout was specifically designed to avoid and minimize potential impacts to
streams, wetlands, and Tar-Pamlico buffers as shown on sheet WL-1.0 "Tar-Pamlico River
Buffer , Stream, and Wetland Impact Map (Sheet I o3) ". The p_posed sewer outfall was
designed to avoid and minimize impacts as much as practical with the exception of where
crossings were necessary as shown on sheet WL-2.0 "Tar-Pamlico River Buffer Stream and
Wetland Impact Map (Sheet 2 of 3) and sheet WL-3.0 "Tar-Pamlico River Buffer Stream and
Wetland Impact Map (Sheet 3 of 3) ".
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Page 10 of 13
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 (att
ach directions
and/(,.- map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enha:ncement, 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 inethod of construction. Please attach
a separate sheet if more space is needed.
None
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): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
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 ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
Page 11 of 13
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(NP•use}, 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify }?
Yes E No E] 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. Required
Zone* s uImpact are feet Multiplier Mitigation
1 (1,812 Perm) (5,901 Temp) 3 None
2 (1,214 Perm) (7,831 Temp) 1.5 None
Total (3,026 Perm) ( 13,731 Temp) None
cone i extenas our su ieet perpenaicuiar rrom near bank of channel; Gone 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.
Buffer mitigation is not required for proposed impacts
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.
The site is 296.04 acres in size. There are some impervious surfaces existine on the site.
including several farm buildings an existing home driveways trails and several concrete slabs
The proposed development layout calls for approximately 600 lots. The largest structure option
for each lot, including driveway, front walk and a rear patio would be approximately 3,150 sq ft
in size. On 600 lots this would account for approximately 1,890,000 sq ft (43.39 acres) oof
impervious surface. The proposed streets and sidewalks including necessary widening along
Page 12 of 13
Hicks IZoadyaccount for approximately 1;089,000 N ft (25 acres). Together the total
impervious surfaces are 2,979,000 sq ft (68.39 acres), or 23.1 % of the total property acreage.
This is a conservative estimate based on the largest possible structural footprint and an estimate
of the number of lots and amount of street- and sidewalk in the southeastern section of the
property. Level spreaders are supplied at the outlet of all concentrated storm water discharge
points, as required by the. Division of Water Quality.
XXU. 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.
The Franklin County Sanitary Sewer System will collect wastewater generated by this
site and treatment will be provided at the Franklin County Waste Water Treatment Plant.
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. 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 13 of 13
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

- _a--
At,
f

Exhibit I - Facing northeast towards location of proposed Impact Areas 1, 2 and 3
(Impact Areas I and 2 approximately in center of photograph)

x
i ^r a f - tY` T _ lilt l 'ri s ''F .,+
Yea;r? i . y#s car 9Y3."t l y ,c j?? ?459c
Exhibit 2 - Facing southwest towards location of proposed Impact Areas 1 and 2
(existing sanitary sewer manhole - by metal stake - and Impact Areas I and 2
approximately in center of photograph)
r. ,
061, a ?, 4 sN
T s3 .
Exhibit 3 - Facing southwest towards location of proposed Impact Areas 1 and 2
(stream is approximately I S feet in front of camera and mostly covered with
emergent vegetation)

_ t
I Ple-
Exhibit 4 - Facing northeast towards location of proposed Impact Areas 4, 5 and 6
goo A
Nil W?4
tt: ^ C; i
Jt 4?si `.,??1?a ?? { e ?• • ??.?. `•,ft, :I• i.#, `r ?ie?..? .,a ?F?g.
44
,1 r ?€ ". a ; _ • ' r ? ..? . ?.? ? ? ?
V", its
Exhibit 5 - Standing at approximate location of proposed Impact Areas 4 and 5,
facing southwest towards Impact Area 6
I" n
Aff
a vim
Exhibit 7 - Facing south towards proposed Impact Areas 7 and 8 (buffered stream
is located inside narrow strip of small trees in center of photograph)
Mar 23 04 SPRULDING&NORRIS, PR [phone] p.2
AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILLET) IN BY CURRENT LANDOWNER
Name: x AIR RALPH EDWARDS
Address: x_ 975 HICKS RD
YOUNGSVILLE NC 275.96 -
Phone: x556-6616-
Project Name/Description: x EDWARDS PROPERTY OAK PARK SUBDIVISION
Date: x 3/24/2004
The Department ofthe ,Army
US Army Corps of Fngineers
Wilminngton District
PQ Box 1890
Wilmington, NC 28402-1890
Attn: I v; .? yc??t s
Field Office: Q &4.0
Re: Wetlands Related Consulting &. Permitting
To W11011? It May Concern:
1, the current property owner, hereby designate and authorize Spaulding; &. Norris. P.A., to act on my
behalf as nay agent in the processing of permit applications, to furnish upon request supplemental
information in support of ap . lications, etc., from this day forward. This the day of
This notification supersedes any previous correspondence concerning the agent for this project.
x MR RALPH EDWARDS
PRINT Owner's Name PROPER Owner's Signature
cc: Mr. John Dorney
NCDF.NR - Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
972 Trinity Road* Raleigh, North Carolina 27607 ? Phone: [phone] ? Fax: [phone]
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Oak Park Subdivision Date: 6-07-2004
Applicant / Owner: _ Mr. Ralph Edwards County: Franklin
- Investigator:` Scott =Mitchell & Shawn Guyer State: NC

Do normal circurristsTces exist on.ths site? Yes X No. Community ID:
Is. the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem aria? Yes No X Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Straturn Indicator Dominant Plant Species Stratum Indicator
1. Carex W. (30%) HR FACW 9.
2. Juncus spp. (30%) HR FACW 10.
3. 11.
4. 12.
5• 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that ace OBL, FACW, or FAC excluding FAC-). 60%
Remarks:
Hydrophytic Vegetation Present
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs ., ,.. Primary , Indicators:.
Other. , x Inundated
x Saturated Pin Upper 12"
X No Recorded Data Available X Water Marks
Drift Lines
Field Observations: Sediment Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: 1 (in.) Secondary Indicators:

Depth to Free Water in Pit: 0 (in.) Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 0 (in.) x FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
Hydrology Criteria Met
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confiri + Mapped Type? Yes
No
?file.Descriotion• _, . .
Depih Matrix Colors Mottle Colors Mottle Textpre, Concreiions,
(inches) 499 on (Munsell Moist) (Munsell Moist) AWndancelcontrast structure, etc. "
0-6 A 2.5 Y 3/1 N/A N/A Sandy Loam
6-16+ B 2.5 Y 3/1 N/A N/A Sandy Clay 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
x Reducing Conditions Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
d is soils
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Pmsent7 Yes X No Within a Wetland? Yes X No_
Hydric Soils Present? Yes X No
Remarks:
Data recorded within wetland unit S.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Oak 'ark Subdivision _ Date: 6-07-2004
Applicant / Owner: Mr. Ralph Edwards _ County: Franklin
Investigator Scott Mitchell &-Sha*m Guyer State: NC.

Do normal circumstances exist on the site? Yes X No Community ID:,
Is the site significantly disturbed (Atypical situation)? Yes No X - T r ansect ID:
Is the area a potential problem area? Yes No X Plot 113: -'
(explain on reverse if needed)
VEGETATION
Dominant Plant Svedes stratum Indicator bominant Plant Species Stratum Indicator
1. Festuca arundinacea (60%) HR FAC- 9.
2. Solanum carolinense (40%) HR FACU 10.
3. 11.
4. 12.
5. '13. -
6. 14.
7. 15.
8. 16.
Percent of Dominant Species-that are OBL, FACW, or FAC excluding FAC-). 0
Remarks:
Hydrophytic Vegetation Not Present .
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators
T Stream, Lake, or Tide Gauge
Aeriai:Photographs - Primary. indicators:
_ Other . Inundated -
Saturated in Upper 12"
X No Recorded Data Available Water Marks
_ Drift Lines
.
Field Observations: Sed
im ent Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators:

Depth to Free Water in Pit: N/A (in.) Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: N/A (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
Hydrology Criteria Not Met
SOILS
Map Unit Name
(Series and Phase): -Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes
No
Profile Description:: -
Depth Mat& Colors Mottie Colors mottle Texture, Concretions,
(inches) Horizon (,Munsell Moist) (Munsell Moist) AbundancelContrast Sure, etc.
0-3 A 7.5 YR 4/6 N/A N/A Loam
3-13+ B 5 YR4/6 N/A N/A Loam
Hydric Soil Indicators:
_ Histosol Concretions
T 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
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
,Non- dtic Soils
WETLAND DETERMINATION
Hydrophytic Vegetation Present?- --Yes No X Is the Sampling Point
Wetland Hydrology. Present? Yes No X Within a Wetland? Yes_ No X
Hydric Soils Present? Yes No X
Data recorded just upslope from wetland unit S.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project I Site: Oak Park Subdivision Date: 6-07-2004
Applicant / Owner: Mr. Ralph Edwards County: Franklin
_
Investigator:-. Scott Mitchell .& Shawn Guyer State: NC

Do normal circumstances exist on the site? Yes X No _ Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Pict.ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Impatiens spp. (90%) HR FACW 9.
2. 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-), 90%
Remarks:
Hydrophytic Vegetation Present
.HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
- hatia .PhOtographS_ .. . Primary.Indicators: .
Other..: Inundated
x Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
Drift Lines

Field Observations: Sediinoht'Deposits
x Drainage Patterns in Wetlands
Depth of Surface Water: I (in.) Secondary Indicators:

Depth to Free Water in Pit: k-11111.) Oxidized Roots Channels in Upper 12"
x Water-Stained Leaves
_ Local soil Survey Data
Depth to Saturated Soil: 0 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Hydrology Criteria Met
SOILS
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes
No
Profile Description:
Depth Matrix Colors. Mottle Colors Mottie Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) AbundanceiContrast Structure. etc:
0-6 A 2.5 Y 4/2 N/A N/A Loam
6-13+ B 2.5 Y 4/1 N/A _ N/A Clay Loam
Hydric Soil Indicators:
_ Histosol Concretions
Histic Epipedon _ High Organic Content in Surface. Layer in Sandy
Solis
Sulfidic Odor Organic Streaking in Sandy Soils
x Aquic Moisture Regime Listed On -Local Hydric Soils List
x Reducing Conditions Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
dric Soils
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present?"` Yes X No Within a Wetland? Yes X No
Hydric Soils Present? Yes X No
Remarks:
Data recorded within wetland unit U.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Oak Park Subdivision Date: 6-07-2004
Applicant / Owner: Mr. Ralph Edwards Cou? ty: Franklin
Investigator: Scott Mitchell & Shawn Guver State: NC.

Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area?. Yes No X Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
I J iquidambar styraciflua (40%) SS FAC+ 9.
2.Phytolacca americana (40%) HR FACU+ 10.
3. 11.
4. 12.
5.
.
. 13.
.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 40%
Remarks:
Hydrophytic Vegetation Not-Present
HYDROLOGY........
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Itfllcators'`"
..Other, Inundated ..
- -Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field. Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary. Indicators:

Depth to Free Water in Pit: N/A (in.) Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves
,
Local.Soi1,$urvey Data
Depth to Saturated Soil: N/A (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Hydrology Criteria Not Met
SOILS
Map Unit Name
(Series and Phase): --Drainage Class:
Taxonomy (Subgroup): Cow arm Mapped Type? Yes
No
t Profile Description:
wth Matrix Colors Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structurei etc.
0-3 A 7.5 YR 2.5/3 N/A N/A Loam
3-8 B 2.5 Y 5/4 N/A N/A Loam
8+ B2 2.5 Y 4/2 2.5 YR 3/4 10% Loam
Hydric Soil Indicators:
_ Histosoi Concretions
_'Histic Ep
ipedon ..
_-High brganc Content in Surface Layer in Sandy
Soils
?Sulfidic Odor Organic.Streaking in Sandy, Soils....
_ Aquic Moisture Regime Listed On Local Hydric Solis List
_ Reducing Conditions Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
H dric Soils
WETLAND DETERMINATION
Hydrophytic Vegetation ,Present? Yes No X Is the Sampling Point
Wetland Hydrology Present? Yes No X Within a Netland? Yes;_, No X
Hydric Soils Present? Yes No X
Remarks:
Data recorded just upslope of wetland unit U.
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Transmittal
',
Date: 08/10/2004 Job. No: 472-030 4 13
To: NC Division of Water Oualitv, Central Office
2Q21 Crabtree Boulevard
Raleigh, NC 27604-226o
Attn: John Dorney
Re: PCN Application for Oak Park Subdivision, Franklinton, Franklin County, NC
Sending:
M Attached
® Prints/Plans
? Other:
f
PAYMPINT
R r, c_ i ;
E-UL V ED
Copies Date Description
o8/10/2004 Completed PCN Application Package
WETLANDS/ 1 GRO(

AUG 10 2004

Transmitted for:
® Your use ? Approved as submitted ? Resubmit ? Copies for approval
? As requested ? Approved as noted ? Submit ? Copies for distribution
? Review and comment ? Returned for ? Return ? Corrected prints
Remarks Mr. Dorney - Please find attached 7 copies of the completed PCN Application for
the Oak Park Subdivision_ Franklinton_ Franklin County_ NC_
? Under separate cover
via
? Shop Drawings ? Specifications ? Samples
the following
items:

972 Trinity Road TEL [phone]
Raleigh, North Carolina 27607 FAX [phone]
_ _ _ _ _ _ ~~t~

l.:
"fhr3r certifies Mat Chia 'of Mia the of the uriadktiaA of 5"eCtien 404 of may p~ h j f ' the CMon Mbtar Act In the areas imported Dy the pt+yent proposed ocNrity, as determined. by the unde?s?gned
~ on Mia date. OMer areas of jurisdictior? may be present on the site but hove not been delineated. UnN?es there
elr is o chonge in ti?e low ar our published reyulatrons, ,Mrs determinotion of section 404 ' sdlctiort may bs relied ` ' far a period not to exceed frr ysors from this date. Mis deterrr?indtian dory m ut?rsing the !9tl7
~ ' ~ Of Engineers Wstlonda Deli??eation Manuol. a
;E I i I Norrre

Obfe
i 'x AID:

t .
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Q' AS a~cuurm r ~ PlAt MIS ~1M[D M SIN tZS, 471 AS ~111~SS Mr dNrilNllL SIG~ItllAI~ Exc~'r as ru.ust?~~En NEREt7?Y.
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SURWY FOR ASW Q1 MLLlOla rCARbL M PiDaLIb, r"d4 CrlrrrLCY r'rtvrCrtrr SURVEY FOR BOBBY NMI, Q11ED 9.12-a4 AND REVISED 12-1-84.
_ m~J?L OM w • 1~~; ~ Vrtv?C ~rfM~l l: mwxw
i ~ VV ~ .ADO 1 0 _ 01300,
O t"" 090" BY: Sl~li~ MIII'IN +Ml~NiMl
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SCALE IN r. Pl~l1•

I
i 0
~7~1'G~'Y'Y.
ENEA~GYDIS5/PATERS STORMDRAlNAGE1EG8VD 1.1 ALL CONSTRLCTION AND MA IERIALS SHALL 8E IN AfC4~N~iANCE KITH THE N. C. D. D. T. AND FRANKLIN COUNTY STANDAf~S AND SPECIfICATIOWS. ~
OUTLET PIPE PAD DIMENSIONS 2. CONSTRUCTION DARNING APPROVAL IS REQUIRED BEFOFE CON5lRUCTION ON THIS PRO~CT MAY BE61N. o
I DUtLET f DIAMETER VELOCITY AIP-AAP TRPE EXISTING STORM DRAINAGE IZ~GL ~71"17G/7L~7 ~7N~7GINL.G (INpfS) ~fPS) (L x N x THICKI~E551 3.J THE CONTRACTOW SHALL CONTACT 'NORTH CAROLINA rT',r PALL' AT 800-632-4949
PROPOS® STORK DRAINAGE f FE5-i !8 4.4 0.ASS B (050') 9' x 5' x 18' FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL PT LEAST 48 FlDIA9S PRIOR ~ TO ANY DIGGING. °
9 LENGTH _ CLASS B 9' x 5' x !B' T M lH SILT FENCE PROTECTI~V pN~T # (CFS) FES i0 i8 6.! 0150 ) ~ CU9B IACE I 4.J ALL ROADMAY IMPROVEMENTS fOR NICKS ROAD AND L~~2' ~"iNSTpV ROAD SHALL OCCIA? GRAPHIC SCALE 1 "=100 PRIDR TO RECORDATION OF THE PHASE !PLAT,' UNLrSS Qir~R~'TSE ALLOMED FOA THE >
'j FES-iT 30 20.0 CLASS ! (D50•!3' 20' z B' x 24' DOUSE CU9B INLET KITH SILT FENCE PROTECTION ° CONSTRGCTION OF THE PHASE THAT INCLUDES STREET 'T". ~lV~ ~ 'TION 5.J RIGHT-OF-MAY ACQUISITIAN MAY BE f~OUIRED TO Af:!'""r~`rR~ITE Tff BERT MINSTON
FES-30 42 33.2 CLASS 2{05023' 20' z 6' z 36' I FES-4! 6.17 86' FES-3i8 15 4.B CLASS B (D50=6') 3' z 2' x 1B' ADAD IM°ROVE~IVTS ALONG Tf~ SOUTHBOUAD LAAE OF HIL'`; (a~~AD. Q 100 200 300
I ~ YARD INLET KITH SILT FENCE PROTECTION FES-318 2.20 27' FES-40 24 22.7 CLASS 2 (D50-Zi' 35' x ii' z 36' 6.J RIGHT-OF-MAY DEDICATION MAY BE REOUTAED TO ACS:! ^°r"~''7ATE TF~ II~ROVEMENTS
~ - 4 ClAS5 B 9' z 5' z 1B' ® FLARED ENO SECTION ALONG 1}IE NORTHBOI~ID LANE OF HICKS ROAD. $ M a ~ • n ~o n m a " " 7.1 BOUIDAAY PROVIDE BY.' KENNETH CLOSE INC.
FES-64 2.66 35' FES 4! 8 2. N5061 FES-63 24 8.4 CLASS B ID50=6') f2' x 6' z 24' . CI 8.J A FIB FLOM ANALYSIS SHALL BE CMPLETED AND SU."'°'+'r~?:D MITN CONSTRUCTION DRAMINGS TD BE SUaE THAT TFE EXISTING MATERLINE MILL MEET N. C. tiT F?(= r~FQU1REI~ENTS. A !2' MAlERLIAE
I FES-~4 B 4.4 CLASS B ID50~'I 3 x 2 x !B STRUCTU9E NUA~ER EXTEN5ION IAA BEAT MINSTAN f~. THAT TIES INTO ThE rXl ~'TTNG 12' MATEALINf MAY BE
NEEDED BASED AN THE RESULTS ~ TFIE FiAE FLON ANAE.r'ST.=, ANUARY 1 2004 9.J !00 YEAR FLOOD INFORMATION TAKEN FROM FEMA MAN ;3~0317C1846 DATED J ~ 9Mj
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fDxr. 15, REP 1 505 1 4 \ WATER WEER QUALITY SECTION PROJECT
EX. LW d/I EI.T!
~ _ X485 ~ 41
~ ~ 1 X74 L J
All 4722-2004
r

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' . `ibis certifies thot thin of Mia the ~ ~ copy plot occu?'etely ~M boundary of the ~bReErrctfoh of Sactioh 404 of
the Cleon Woter Act in the oreos imported by the prevent propoeed octiV?7y, as determined by the undereigt?ed on Mis date. Oth1r areas of jurisdrotron troy be phTSent on the site but ho?~ not been delir?eoted. Unleaa there
is o change r1f the law or our, publ~3rhhed regalotions, this determination of section 404 itriadiction be rolled
for o period hot to exceed frre yeas from this dote. this determi?rotion was utiliti the 1987 of Engineers Nreflonds Delinsotion Alanunl. ~

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