20060628 Ver 1_COMPLETE FILE_20060623

Soil' & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
May 19, 2006
(o - to S&EC Project # 3845.w1
To: _ US Army Corps of Engineers NC Division of Water Quality
Raleigh Regulatory. Field Office 401 Oversight/Express Review Permitting Unit
Attn: Eric Alsmeyer Attn: Cyndi Karoly & Cynthia Van Der Wiele
6508 Falls of Neuse Road, Suite 120 2321 CrabOe Blvd., Suite 250
Raleigh, NC 27615 Raleigh, NC 27604,
From; Sean Clark
Soil & Environmental Consultants, P.A.
1,1010 Raven Ridge Road
Raleigh, NC 27614 ; f D
MAY 2 2 2006
Re EXPRESS REVIEW PROGRAM ? , ,
Oxford Park-Granville County, NC SgMST Rl6
RANCH
On behalf of,the. owner, Oxford Park Associates, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the NC Division of Water Quality that the activities proposed below may proceed under
Nationwide Permit 39 and General Water Quality Certification 3402. Please contact me at (919) 846-
5900 if you have any questions or require, additional information. In addition, written authorization from the ,
NC-DWQ is requested for activities proposed to impact Neuse River Buffers.
PROJECT SUMMARY
Project Name Oxford Park
Project Type Residential Subdivision
Owner /`Applicant Oxford Park Associates
" Count Granville
Nearest Town Oxford
WaterBod Name - UT to Coon Creek
Basin L Sub-basin Tar- Pamlico 03-03-01
Index Number .28-11-5
Class C; NSW
IMPACT SUMMARY
Stream Impact (acres): 0.033
Wetland Impact acres : - 0.0
Open Water Impact (acres):, 0:0
Total Impact to Waters of the U.S.,(acres): 0.033
Total Stream,impact (linear feet): 293
Total Impact to Buffers (square feet): -44,293,
Attachments:
• Pre-construction Notification (PCN) Application EEP Acceptance Letter _
Form Copy of correspondence ;•,
• Agent Authorization Impervious Calculations '
• USGS Map . Data Sheets
• SoiL,Survey Map • $4,000.00 Water Quality Certification Fee
• DWQ Buffer Letter
• Impact Maps .
• Overall Site Plan Maps -

Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: '[phone]
Rav•. (WUN )n_QanF - Fav• rZ2?lGdn_R?25
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. uo O to - 1) Co ?,g
(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 ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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 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), c M:
k?9??J]? D
p vv D
Il. Applicant Information MAY 2 2 2006
1. Owner/Applicant Information r}04R _ WATER QUALITY
Name: Oxford Park Associates e,NpsANDSTORIXBRANCN
Mailing Address: Attn: George W. Krichbaum, Jr.
c/o 6900 Slade Hill Road
Raleigh, NC 27615
Telephone Number: 919-981-6577 Fax Number: 919-981-6579
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants. PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: [e-mail]
Page I of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Oxford Park
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 1924-75-6101
4. Location
County: Granville Nearest Town: Oxford
Subdivision name (include phase/lot number): Oxford Park
Directions to site (include road numbers/names, landmarks, etc.): The property is located
off Horner Siding Road approximately 0.4 miles west of Salem Road, northeast of Oxford,
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): 36.3468 ON 78.5627 °W
6. Property size (acres): +/- 565 acres
7. Name of nearest receiving body of water: UT to Coon Creek 28-11-5: C NSW
8. River Basin: Tar-Pamlico (03-03-01)
(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 contains heavily wooded areas with residential
homes and an existing CP&L utility line.
10. Describe the overall project in detail, including the type of equipment to be used:
Page 2 of 9
The proposed project is for a residential subdivision with permanent impacts resulting from
the installation of roads, these impacts are necessary for accessing the entire property. Heav_y
equipment typically used for road construction will be employed for this project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
additional housing for the area. Proposed impacts to jurisdictional areas are needed in order
to gain access to the entire property.
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.
In January & February, 2004, S&EC conducted a detailed wetland delineation and Tar-Pamlico
River Buffer evaluation. On June 24, 2005, Ms. Andrea Wade of the USACE conducted a site
visit to verify jurisdictional wetlands (Action ID 200421139). On March 1, 2004, Ms. Debbie
Edwards of the NC-DWQ conducted a site visit to verify Tar-Pamlico River Buffers (NBRRO
04-0205).
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.
Although the eastern portion of the project area indicates "Future Development", the details
of this area have not been designed vet.
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.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 9
1. Provide a written description of the proposed impacts: Proposed permanent impacts
include 293 linear feet of perennial stream channel.
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 Type of Wetland Located within Distance to Area of

Site Number
Type of Impact
(e.g., forested, marsh, 100
-year
Nearest
Impact

(indicate on map)
herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
N/A N/A N/A N/A N/A N/A
Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 7 acres
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
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial Average Impact Area of
Number Stream Name Type of Impact t
Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Impact Area #3 UT to Coon Creek Road crossing- Important/ 4' -5' 138 0.013
culvert & dissipater Perennial
Impact Area #4 UT to Coon Creek Road crossing- Important/ 5'- 6' 155 0.020
culvert & dissipater Perennial
Total Stream Impact (by length and acreage) 293 0.033
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 Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A N/A
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres : 0.033
Wetland Impact (acres): 0
Page 4 of 9
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.033
Total Stream Impact (linear feet): 293
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.
There are no proposed impacts to isolated wetlands onsite.
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The applicant requested S&EC to complete a detailed, wetland delineation on the entire site,
to aid in developing a site plan that would avoid & minimize impacts to the maximum extent
practicable. Impact #1 is a buffer impact only, a bridge will be constructed in order to minimize
the impact to the stream. This crossing is necessary to access a large portion of this site. Impact
# 2 is also a buffer impact only, a bridge will also be used to cross this stream. These two
bridge crossings have been placed in areas that will allow a great deal of access therefore only
needing two standard stream crossings. Impact # 3 and # 4 are stream crossings, but will use
the standard culverts. Headwalls will be used to further minimize the culverted crossing. All
jurisdictional wetlands have been avoided.
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
Page 5 of 9
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 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 USACE 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
http://h2o.enr.state.nc.us/ncwetlands/strmgide.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.
The site proposes permanent stream impacts of 293 LF. Payment to the NC-EEP is
proposed to meet the stream mitigation requirement.
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
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 http://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): 293
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 6 of 9
rt 1*0- 1
eosstem
PROGRAM
April 19, 2006
Sean Clark
S&EC,PA
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Oxford Park County: Granville
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will-be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Ri arian Non-Riparian Coastal Marsh Cold Cool Warm
Tar-Pamlico 0 0 0 0 0 293 0 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Chris Mankoff at [phone]
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
RP?StDYl,K?... Ehka"... PYDtect' O"r St7a&
eTn
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
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
(Meuse), 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 Tar-Pamlico )? 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.
Road Crossing #1
Zone*
(square feet Multiplier Required
Mitigation
1 5,986 3 (2 for Catawba) N/A
2 4,317 1.5 N/A
Total 10,303 N/A
Road Crossing #2
Zone*
(square feet Multiplier Required
Miti ation
1 6,891 3 (2 for Catawba) N/A
2 4,374 1.5 N/A
Total 11,265 N/A
Page 7 of 9
Road Crossing #3
Zone*
(square feet Multiplier Required
Mitigation
1 6,658 3 (2 for Catawba) N/A
2 3,420 1.5 N/A
Total 10,078 N/A
Road Crossing #4
Zone*
(square feet Multiplier Required
Mitigation
1 8,230 3 (2 for Catawba) N/A
2 4,417 1.5 N/A
Total 12,647 N/A
* 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 reauired because all nronosed rinarian buffer impacts are
considered "Allowable".
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwatef 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 Dercent impervious for the proiect is expected to be approximately 18.5 %. An attached
spreadsheet shows actual impervious values for each lot size and road construction. In addition,
as per our meeting on 4/13/05 and the attached email, stormwater management will not be
required for the west side of Coon Creek however stormwater management will be required and
provided for the entire east side of Coon Creek. The stormwater management plan and
provisions for diffuse ow for the east side of Coon Creek will be designed and submitted to the
DWQ for review and approval at a later date. It would also be the applicant's request to receive
approval for the attached impacts and for the DWQ to incorporate a condition within the 401
Water Quality Certification and Riparian Buffer Authorization to allow the provisions for diffuse
flow to be submitted, reviewed and approved at a later date before the proposed impacts take
place.
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.
A sanitary sewer system will be utilized for the proposed subdivision.
Page 8 of 9
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 E] 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.enr.state.nc.us/ncwetiands. If no, please provide a short narrative description:
We have reviewed the "DRAFT Internal Policy. Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Prowrams" document prepared by the NC Division of Water
Quality on October 3, 2002, version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. Oxford Park does not meet any of the three criteria of
private projects that can clearly result in cumulative impacts. We anticipate that you will advise
us if a qualitative or quantitative impact analysis is required.
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).
C?
Applicant/ e_nt's ignature Date
(Agent's signature is va i only if an authorization letter from the applicant is provided.)
Page 9 of 9
Apr 13 06 01:55p PCDI 919-981-6579 p.2
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Rakigh, North Camlina • Phone: [phone] • Fax: [phone]
www.Sarx EC.com
AGENT AUTHORIZATION FORM
Name:
Addres
Phone.
Project Name/Description: V S&EC Project # Date: 13
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 29102
Attn: G S
Field Office: ti e y L,
Re. Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the representative of the current prolIgM owners, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in
support of applications, etc. from this day forward. The day of "Ie 41_7?0.4,_ .
This notiSration supersedes any previous correspondence concerning the agent for this project
NOTICE: This audsonzati ra, for liability and professional courtesy reasons, is valid only for government officials to eater
the property when accompanied by S&EC staff. You should call S&EC to arrange a site meeting prior to visiting the e'
•.- LCD . 1CYt a '?
Print Property Owner's RepresentatvNe sue' ame /40P er's Signature
cc: Ms. Cyndi Karoly cc & vironmental Consultants, PA
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh. NC 27604
Charlotte OPRco: Qm sbaro Office
236 IzPhtllip Ct Suite C 3817-E Laumdale Drive
Concord, NC 28025 Greernboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
All Blanks To Be Filled In By The Current Landowner or Representative

lJ

Project No Figure I - 1 :24K USGS
No. Topographic Quadrangle
Oxford Park i?mental Consultants, PA
Project Mgr.: 1 1 Kta R4ge Rd.- Raleigh, FCC 27614
Granville County, NC (919)84$'3900•[phone]
Scale: iY?feb Page: www.SandEC.com
I" = 2,000
041I 1 /06 Oxford Quadrangle
w P y ?_
zB a
? ,? ? I'aC CIiA ?? s
F : VaB ApC _ Qm WeB t-'i
APB CeC2 C ?P rk ApB Gec F ?E
GeR2: ?? o WaL ' CaR \ ?' i CeG2:
Project No. rlgure 2 - NKCS doll
3845. W I
Survey Map
Project Mgr.: $ Wtal Consultants, PA
5c Oxford Park El'- ; d.• Raleigh, NC 27614
Granville County, NC ( ig [phone]
Scale: ;i 2 2 2m Page: www.SandEC.rom
I 2,000
Granville County 5od Survey voJER uu
04/1 1/O6 , ,LmDS AND ST(DfWATEF. <m _:
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
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 3, 2004
DWQ # 04-0205
Granville County
Page 1 of 2
Oxford Park Associates c/o George Krichbaum MAR
6900 Slade Hill Road
Raleigh, NC 27615
Subject Property: Oxford Park
Coon Creek and tributaries
On-Site Determination for Applicability to the Tar-Pamlico River Riparian Area Protection Rules (15A NCAC 2B
.0259), DWQ Express Review Process
Dear Mr. Krichbaum:
On March 1, 2004, at your request I conducted an on-site determination to review 13 stream features and 5 pond features
located on the subject property for applicability to the Tar-Pamlico Buffer Rules (15A NCAC 2B .0259). The features are
labeled as "A, B, C, D, E, F, G, H, I, J, K, M and N" and "ponds 1, 2, 3, 4 and 5" on the attached maps.'
The Division of Water Quality (DWQ) has determined that the surface water labeled as`A; B G DsE;=F G, H! IiJ, _, s
K, M and N " and "ponds 3 and 5" on the attached map are surface waters and are sObjebtto!tt d'Tar4Phmlfdo > =:f "
Buffer Rule (see chart below). These streams and ponds and their associated buffers should-b6Identified an:-any=future.
plans for this property. The owner (or future owners) should notify the DWQ (and other relevant agdhdies) nf_-this decision
in any future correspondences concerning this property. This on-site determination shall expire_fivd15) years-_Irom.the. -= c
date of this letter.
Feature Origin (identified as flag numbers)
A Start 232A through to Property Boundary (PB , and drained
B Start S01-stop 123, start 136-stop 141 at PB
C Start 453 (perennial start 454 through to confluence of feature J
D Start 597 through to feature F
E Start at PB through to feature F
F Start at PB through to feature J (perennial)
G Start at PB through to feature J
H Start MW 132-sto MW 145, start MW 147-sto MW 155, start MW 157 though to feature J
. Start D101-stop D100 no stream connection to feature J
J Start at PB through to feature K
K Subject throughout property Coon Creek
M Start at head of and through to feature F
N Start at 447 through to feature C
POND 1 Not subject
POND 2 Not subject
POND 3 Subject
POND 4 Has been drained, feature D flowing through and subject
POND 5 Subject
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetlands/
Oxford Park Associates
Page 2 of 2
3/3/04
Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a
surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321
Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not
start until the affected party (including downstream and adjacent landowners) is notified of this decision. DWQ
recommends that the applicant conduct this notification in order to be certain that third party appeals are made in a timely
manner. To ask for a hearing, send a written petition, which conforms to Chapter 1508 of the North Carolina General
Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.-C. 27611-7447. This determination is final
and binding unless you ask for a hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers. Nor
does this letter approve any activity within Waters of the United States or Waters of the State. If you have any additional
questions or require additional information please call Mr. John Dorney at [phone] or Debbie Edwards at (919)
733-9584.F
. Klimek; P.E.
Q, Director
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Steve 1Vh)chdlf,,DWQ Raleigh Regional°Office
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Central Files
The John R. McAdams Company
Project Oxford Park
Project No EWP-01000
Date 13,1un-06

Arocated Impervious Areas
Type "A" Lot 4,000 sf
Type W Lot 3,500 sf
Type "C' Lot 3,300 sf
Type "D" Let 3,100 sf
Type "E" Lot 2,500 sf
Description Phase Phase Phase 2A
Phase 3
Phase
Phase 4A
tease
Phase
Totals
Pavement 222,144 sf 185,684 sf 10 471 sf 193,134 sf 115,347 sf 64,309 sf 24,930 sf 63,722 sf 879,741 sf
Curb & Gutter 39,812 sf 38,059 sf 4 240 sf 35.940 sf 20,054 sf 12,808 sf 5,089 sf 11,199 sf 167,201 sf
Sidewalk 78,995 sf 72,210 sf 1,972 sf 73,604 sf 39,767 sf 3,508 sf 9,671 sf 15,154 sf 294,881 sf
Roundabout 0 sf
Lots 132- 440,500 sf 146- 486,100 sf 7- 28.000 sf 152- 504,700 sf 66- 226,200 sf 61- 226,700 sf 23- 75,900 sf 26- 60,600 sf
f
613- 1,628,332s
Tpe "A' Lot 13- 52,000sf 9- 36,000s" 7- 287000sf 39- 156.000sf 34- 136.000sf 702- 356,013sf
Type 'B"Lot 35- f22.500sf 37- 129.500sf 33- 133000sf 42- 147,000sf 8- 28,000st 160- 437,535sf
Type "C" Let 26- 92,400 sf 53- 174,900 sf 3- 9,900 sf 24- 79.200 sf 1.9- 62,700 sf 23- 75, 900 st 150- 402.628 sf
T 'e'O"Lo' 26- 80,600sf 47- 145.700sf 43- 133,300s, 26- 80,600sf 142- 359,626sf
Type 'ELo' 30. 93,000sf 29- 72.500sf 59- 72.530sf
Total Impervious 781,451 sf 782,053 sf 44,683 sf 807,378 sf 401,368 sf 307,325 sf 115,590 sf 170,675 sf 2,970,155 sf
68 AC
Total Area 378 AC
%Impervious 18.0%
"Total Area calculated from all areas west of stream including the 14.3 AC out parcel area

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The John R. McAdams Company
Allocated Impervious Areas
Project Oxford Park Type "A" Lot 4,000 sf
Project No EWP-01000 Type "B" Lot 3,500 sf
Type "C" Lot 3,300 sf
Date 13-Jun-06 Type "D" Lot 3,100 sf
Type "E" Lot 2,500 sf
III IrJGI HIV W N W
scnption
Phase
Phase
Phase 2A
Phase 3
Phase
Phase 4A
Phase
Phase
Totals
Pavemnt 222,144 sf 185,684 sf 10,471 sf 193,134 sf 15,347 sf 64,309 sf 24,930 sf 63,722 s 819,741 sf
Curb & Ginter 39,812 sf 38,059 sf 4,240 sf 35,940 sf 20 054 sf 12,808 sf 51089 sf 11,199 sf 167,201 sf
Sidewalk 78,995 sf 72,210 sf 1,972 sf 73,604 sf 39 767 sf 3,508 sf 9,671 sf 15154 sf 294,881 sf
Roundabout 0 sf
Lots 132- 440,500 sf 146- 486,100 sf 7- 28,000 sf 152- 504,700 sf 66- 226,200 sf 61- 226,700 sf 23 - 75,900 sf 26- 80,600 sf 613. 1,628,332 sf
Type A0 Lot 13- 52,000 st 9- 35,000 sf 7- 28,000 sf 39- 156.000 sf 34- 135.000 sf 102- 358,093 sf
Type "8" Lot 35- f22,500 sf 37- 129.500 sf 38- 133.000 sf 42- 147,000 sf 8- 28,000 sf 160- 437,535 sf
Type 'G'Cot 28- 92,400 0 53- 174,9- sf 3- 9,900 sf 24- 79.200 sf 19- 62,700 sf 23- 75,900 sf
f
150- 402,628s
Type "D" Cot 26- 80,600 sf 47- 145.700 sf 43- 133 300 s€ 26- 80,600 sf 142- 359,626 s€
Type E"Lot 30- 93,000 sf 29- 72.500 sf 59- 72.530 sf
Total Impervious 781,451 sf 782,053 sf 44,683 sf, 807,378 sf 401,368 307,3250 115,590 sf 170,675 2,970,155 of
68 AC
Total Area 378 AC
% Impervious 18.0%
"Total Area calculated from all areas west of stream including the 14.3 AC out parcel area
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Project Oxford Park
Project No EWP-01000
Date 13,1un-06
Allocated Impervious Areas
Type "A" Lot 4,000 sf
Type "B" Lot 3,500 sf
Type "C" Lot 3,300 sf
Type "D" lot 3,100 sf
Type "E' Lot 2,500 sf
"Description Phase I Phase Phase ZA se Phase 4A Phase Phase Totals
Pavement 222,144 sf 185 684 sf 10,471 sf 193,134 sf 15,347 sf 64,309 sf 24,930 sf 63,722 s 879,741 sf
Curb & Gutter 39,812 sf 38,059 sr 4,240 sf 35,940 sf 20 054 sf 12,808 sf 51089 sf 11,199 sf 167201 sf
Sidewalk 78,995 sf 72,210 sf 1972 sf 73,604 sf 39,767 sf 3,508 sf 9,671 sf 15,154 sf 294,881 sf
Roundabout 0 sf
Lots 132- 440,500 sf 146 - 486,100 sf 7- 28,000 sf 152- 504, 700 sf 66- 226,200 sf 61- 226.700 sf 23- 75,900 sf 26- 80,600 sf 613. 1,628,332 sf
Type "A'Lot 13- 52,000 sf 9- 36,000 Si 7- 28,000 sf 39- 156.000 sf 34- 136,000 sf 102- 356,013 sf
T We "B"Lof 35- f22,500 sf 37- 129,5W sf 38- 133 000 sf 42- 147,000 sf 8- 28,000 sf 160- 437,535 sf
Type "C' Lot 28- 92,400 sf 53- 174, 9043 sf 3- 000 sf 24- 79,200 sf 19- 62,700 sf 23- 75,900 sf 150- 402,628 sf
Type "D" Lot 26- 80,600 sf 47- 145.700 sf 43- 133 300 sf 26- 80,600 sf 142- 359,626 sf
Type E' Lof 30- 931000 sf 29- 72.500 sf 59- 72,530 sf
Total Impervious 781,451 sf 782,053 sf 44,683 sf 807,378 sf 401.368 s 307,325 if 115,590 sf 170,675 2,970,155 sf
68 AC
Total Area 378 AC
% Impervious 18.0%
"Total Area calculated from au areas west of stream Including the 14.3 AC out parcel area
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Project No EWP-01000
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Immorvinim ema
Arocated Impervious Areas
Type "A' Lot 4,000 sf
Type "B" Lot 3,500 sf
Type "C' Lot 3,300 sf
Type "D" Lot 3,100 sf
Type "E' Lot 2,500 sf
Description Phase ase Phase 2A Phase se Phase 4A Phase Phase Totals
Pavement 222,144 sf 185 684 sf 10 471 sf 193,134 sf 115,347 sf 64,309 sf 24,930 sf 63,722 sf 879,741 sf
Curb & Gutter 39,812 sf 38,059 sf 4,240 sf 35,940 sf 20,054 sf 12,808 sf 5,089 sf 11,199 sf 167,201 sf
Sidewalk 78,995 sf 72,210 sf 1,972 sf 73,604 sf -39,76-7 sf 3,508 sf 9,671 sf 15,154 sf 294,881 sf
Roundabout 0 sf
Lots 132- 440,500 sf 146- 486,100 sf 7- 28,000 sf 152- 504,700 sf 66- 226,200 sf 61- 226,700 sf 23 - 75,900 sf 26- 80,600 sf 613. 1,628,332 sf
Type A'Lot 13- 52,000sf 9- 35,000 s1 7- 2E000sf 39- f56,000sf 34- 136.000sf 102- 356,013sf
Type E" Lot 35- (22.500 sf 37- 129,500 sf 33- 133,000 sf 42- 147,000 sf 8- 28,000 st 160- 437,535s[
Type"C'Lot 28- 92,400sf 53- 174,900sf 3- 9,900sf 24- 79,200sf 19- 62,700sf 23- 75,900&1 150- 402,626sf
Type 'D'Lo' 26- 80,600sf 47- 145,700sf 43- 133,300s1 26- 80,600sf 142- 359,626sf
Type E'Lot 30- 93, 000 sf 29- 72.500 sf 59- 72.530 sf
Total Impervious 781,451 sf 782,053 sf 44,683 sf 807,378 sf 401,368 sf 307,325 sf 115,590 sf 170,675 sf 2,970,155 sf
68 AC
TCt21 Area 37B AG
% Impervious 1810%
"Total Area calculated from all areas west of stream including the 14.3 AC out parcel area
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STREAM IMPACT EL11?1BIT ENGINEERS/PLANNERS/SURVEYORS
RESEARCH TRIANGLE PARK
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P.O. BOX 14005 ZIP 27706-4005
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THE JOHN R. McADAM5

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, 03-28-2006 0
Page 1 of 2
Sean Clark
From: Finch, Brandon [[e-mail]]
Sent: Wednesday, April 20, 2005 7:00 AM
To: [e-mail]
Cc: Sean Clark
Subject: Oxford Park - Stream Crossing Issues
Ms. Van Der Wiele,
First of all, I want to thank you for taking the time to meet with Sean and I this past Wednesday (4/13/05) to
discuss stream crossing permitting at Oxford Park. I am writing this email for two reasons: (1) To reiterate the
stormwater treatment options that we agreed would be required at Oxford Park in the event a 401 is applied for
at the 4 stream crossings we discussed; and (2) To briefly discuss the conversation I had with the developer
after our meeting.
Stormwater Treatment Options
As you know, we discussed two possible scenarios with regards to stormwater treatment as a condition of the
401 permit. The first option is to provide stormwater treatment (85% TSS removal) for the "higher-density"
areas (i.e. greater than 30% impervious) that you all identified with Sean Clark in an earlier meeting several
months ago. These areas were labeled 2 3, & 4 and would be treated using the BMP's specified in DWQ's
Stormwater Manual (stormwater wetlan siio-retention, or water quality ponds followed by vegetated filters).
If you will remember, Area 1 is under construction and will not be able to provide the necessary treatment,
although dry detention bas are being used, followed by level spreaders, that will provide diffuse flow into the
buffers. In order to provide stormwater treatment for the remaining three areas (2-4), a significant amount of
redesigning would be required and several lots would be lost as a result.
The second option we discussed was treating the entire east side of Coon_Creelc in lieu of providing treatment
for only the?gher density areas (Areas 2-4) on the east and west side of Coon Creek. This option was
discussed since the vast majority of the west side of Coon Creek has been designed, though not constructed.
The east side, though it has gone through a significant planning effort, is more schematic at this point, which
will offer greater flexibility for stormwater treatment.
As discussed during our meeting, one of these two options would be required if a 401-permit is required. A
copy of map denoting Areas 1-4 was eft with you at t e meeting.
Summary of Conversation with Developer
After our meeting last Wednesday, I had a chance to speak with the developer. He is willing to provide one of
the two options we discussed, though he is not ready, at this point, to commit to one or the other. Therefore, we
would like to propose that the 401 permit be crafted such that completion of one of the options is a condition of
the first permitted crossing on the east side of Oxford Park. Hopefully this is acceptable to you as it will
continue to accomplish the stormwater treatment goals for the 401 permit. Just so you know, it is our plan to
move forward with the express permitting route (per your recommendation) so that you will continue to be
involved in the review of this project.
Please let me know your thoughts with regard to the proposed permit language. Also, please let me know if I
have stated something in this email that is different than your understanding of our meeting last week. Again,
thank you for taking the time to meet with us and we look forward to continuing to work with you as we move
forward in the permitting process.
Brandon R. Finch, PE
Sr. Stormwater Project Manager
THE JOHN R. McADAMS COMPANY, INC.
2905 Meridian Parkway
Durham, NC 27713
4/25/2006
Page 2 of 2
919-361-5000 RTP, NC Office
704-527-0800 Charlotte, NC Office
919-210-2912 Mobile
[e-mail]
m
The John R. McAdams Company, Inc. provides a unique collection of land development design services including land planning,
zoning administration and permitting, surveying, site engineering, contract administration, landscape architecture, stormwater
management, and traffic engineering. McAdams has offices in Durham and Charlotte, North Carolina. For more information, visit
www.-johnrmeadams.com.
McADAMS COMPANY: Assisting our clients to have successful projects for over 25 years.
4/25/2006
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IMPERVIOUS AREA CALCULATIONS 03/21/2005

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Types of
Lots

Total of Each
Type
Impervious
Allocation per
Lot Type Total Impervious
Allocation per
Zone per Type of
Lot Total
Impervious
Allocation per
Zone for Lots
1 A 0 4,000 0
B 0 3,500 0
C 0 3,300 0
D 26 3,100 80,600
E 30 2,500 75,000 155,600.00
2 A 0 4,000 0
B 0 3,500 0
C 0 3,300 0
D 43 3,100 133,300
E 29 2,500 72,500 205,800.00
3 A 0 4,000 0
B 0 3,500 0
C 12 3,300 39,600
D 0 3,100 0
E 53 2,500 132,500 172,100.00
4 A 0 4,000 0
B 0 3,500 0
C 4 3,300 13,200
D 35 3,100 108,500
E 0 2,500 0 121,700.00

Zone
Total Area
(sf)
Total Area
(ac) Impervious
Area
Breakdown
Impervious Area
(sf)
Impervious
Area (ac) Percent
Impervious
Area
1 464,806 10.67 Lots 155,600 3.57 33.48%
Streets 66,875 1.54 14.39%
Sidewalk 16,263 0.37 3.50%
Total 238,738 5.48 5136%
2 667,363 15.32 Lots 205,800 4.72 30.84%
Streets 100,203 2.30 15.01%
Sidewalk 25,403 0.58 3.81%
Total 331,406 7.61 ?--49.66%
3 863,032 19.81 Lots 172,100 3.95 19.94%
Streets 99,074 2.27 11.48%
Sidewalk 16,496 0.38 1.91%
Total 287,670 6.60 33.33%
4 406,651 9.34 Lots 121,700 2.79 29.93%
Streets 49,674 1.14 12.22%
Sidewalk 7,435 0.17 1.83%
Total 178,809 4.10 43.97%
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: Oxford Park/S&EC# 3845.W1 Date: 3/9/04
Applicant/Owner: Oxford Park Associates County: Granville County
Investigator: SC State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Bottomland Hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: 100' NE from flag 2448
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Microstegium vimineum Grass FAC+ 9.
2. Lonicera japonica Vine FAG 10.
3. Liquidambar styraciflua Sapling FAC+ 11.
Juniperus virginiana Herb FACU- 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAG): 50%
Remarks: This vegetation meets the criteria (2:50% OBL, FACW or FAC) for hydrophytic vegetation.
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
_ Saturated in Upper 12 Inches
_ Sediment Deposits
x Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. 0 (in.) Water-Stained Leaves
_
_ Local Soil Survey Data
Depth to Free Water in Pit: 6 (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 6 (in.)
Remarks: There are sufficient field indicators to indicate wetland hydrology.
1 11
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Oxford Park/S&EC# 3845.W1 Plot ID: Up from flag 2446
SOILS
Map Unit Name Drainage Class: Well Drained
(Series and Phase): Appling sandy loam Field Observations
Taxonomy (Subgroup): Typic Kanhapludult 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.
0-14 A 2.5YR 5/4 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
Gleyed or Low Chroma Colors Other (Explain in Remarks)
Remarks: There are insufficient indicators to indicate hydric soil.
WETLANDS DETERMINATION
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? Yes x No
Remarks: This area is not a jurisdictional wetland.
IL
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: Oxford Park/S&EC# 3845.W1 Date: 3/9104
Applicant/Owner: Oxford Park Associates County: _Granville County
Investigator: SC State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Bottomland Hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: Flag 244B
If needed, explain on reverse.) 1 -1
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Glyceria sWata Herb OBL 9.
2. Microstegium vimineum Herb FAC+ 10.
3. Salix nigra Sapling OBL 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAG): 100%
Remarks: This vegetation meets the criteda(2:50% OBL, FAC W or FAC) for hydrophytic vegetation.
HYDROLOGY
_ Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
x Inundated
x Saturated in Upper 12 Inches
_ Sediment Deposits
x Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. <2 (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: 0 (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0 (in.)
Remarks: There are sufficient field indicators to indicate wetland hydrology.
11 11
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Oxford Park/S&EC# 3845.W1 Plot ID: Down from flag 2448
SOILS
Map Unit Name Drainage Class: Well Drained
(Series and Phase): Appling sandy loam Field Observations
Taxonomy (Subgroup): Typic Kanhapludult 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.
0-8 2.5Y 5/3 Sand Clay
8-12+ 10YR 5/2 Sand Clay
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: This soil meets the criteria for a hydric soil.
IL
WETLANDS DETERMINATION
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: This area is a jurisdictional wetland.
IL
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: Oxford Park- 500 Ac. S&EC # 3845.W 1 Date: 1/31104
Applicant/Owner: Oxford Park Associates County: Granville
Investigator: Sean Clark and Jason Payne State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Upland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID:
(If needed, explain on reverse.) 1 11
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Eulalia trminea Herb FAC+ 9.
2. Lonicera X Bella Herb
- NI 10.
3. Liquidambar S
raciflua Sapling FAC+ 11.
4. Juniperus Virginiana Herb FACU- 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 50%
Remarks: Wetland Vegetation Present
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
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0 (in.) _
_ Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: 6 (in.) _ FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 6 (in.)
Remarks: Wetland data form completed during snowfall.
11 11
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Oxford Park - 500 Ac. S&EC # 3845.W1 Plot ID:
SOILS
Map Unit Name Drainage Class: Well drained
(Series and Phase): Pacolet sandy loam Field Observations
Taxonomy (Subgroup): Typic Kanhapludults 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.
0-14 A 2.5Y 5/4 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
_ Gleyed or Low Chroma Colors Other (Explain in Remarks)
Remarks: Hyrdic Soils Absent
IL
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No Yes X No
Hydric Soils Present? Yes X No
Remarks:
IL
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: Oxford Park - 500 Ac. S&EC # 3845.W1 Date: 1/31/04
Applicant/Owner: Oxford Park Associates County: Granville
Investigator: Sean Clark and Jason Payne State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes . X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID:
If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Glycerica Sp. Herb OBL 9.
2. Eulalia Viminea Herb FAC+ 10.
3. Salix Nigra Sapling OBL 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAG-): 100%
Remarks: Wetland Vegetation Present
HYDROLOGY
Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
_ Sediment Deposits -
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: NA (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:
11 11
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Oxford Park - 500 Ac. S&EC # 3845.W1 Plot ID:
SOILS
Map Unit Name Drainage Class: Well drained
(Series and Phase): Pacolet sandy loam Field Observations
Taxonomy (Subgroup): Typic Kanhapludults 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.
0-8 A 2.5Y 5/3 sand clay
8-12+ B 10YR 5/2 sand clay
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
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Although soil is mapped as pacolet, the soils in this area more resemble wedowee.
IL- 11
WETLANDS DETERMINATION
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:
IL
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: Oxford Park-500 Ac. S&EC # 3845.W1 Date: 2/6/04
Applicant/Owner: Oxford Park Associates County: Granville
Investigator: Will Buetow State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Liquidambar Styraciflua Tree FAC+ 9.
2. _ Boehmeda Cylindrica FACW+ 10.
3. Salix 11.
4. Pinus 12.
5. Lonicera 13.
6. Dog(?) Fennel 14.
7. Eulalia Viminea FAC+ 15.
8. Phytolacca 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAG):
Remarks:
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
_ Saturated in Upper 12 Inches
_ Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water. NA (in.) _ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: (in.) _ FAG-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: (in.)
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Oxford Park S&EC # 3845.W1 Plot ID:
SOILS
Map Unit Name Drainage Glass:
(Series and Phase): Field Observations
Taxonomy (Subgroup): 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.
0-3 A 10YR 4/4 silty clay loam
3-11 B 2.5Y 5/2 sand clay loam
11-14 C 2.5y 5/2 sand loam
Hydric Soil Indicators:
- Histosol Concretions
_ Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
- Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_ Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Hydric Soils Present
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? Yes _ No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes X No Yes No
Hydric Soils Present? X Yes No
Remarks:
IL
SENDING CONFIRMATION
DATE APR-17-2006 MON 12:21
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
START TIME : APR-17 12:21
ELAPSED TIME : 0012111
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
RaleiS14 NC 276042260
Maifine Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Pbone k: 919-733-0203
Fax #; 919-73311593
Fax To: Scan Cl", S&EC Fax #: [phone]
George Krichbaum 981.6579
Subject: Oxford Park Subdivision Date: April 17, 2006
Number of pages including cover sheet: 2
Notes or special instructions:
7_lt-e original sill be scnt in the mail if rrou have gxstions, please contact Cvnthia Van Der W icle at
2.19=113-3473 0, Amy Charman at 919-733-9502.
NR6- .e
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April 17, 2006
EXPRESS REVIEW ACCEPTANCE LETTER
Oxford Park Associates
Attn: George W. Krichbaum, Jr.
6900 Slade Hill Road
Raleigh, NC 27615
Dear Mr. Krichbaum:
Project Name: Oxford Park Subdivision
Alan W. Klimek, P.E. Director
Division of Water Quality
Granville County
On April 13, 2006, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received a request
from Sean Clark, of S&EC, regarding a project known as " Oxford Park" for acceptance into the Express Review
Program. This letter advises you that your project will be accepted into the Express Review Program once the
following items are received:
1. The application fee of $4,000.00 [for 401 Water Quality Certification and Riparian Buffer Authorization],
made payable to the North Carolina Division of Water Quality];
2. Five (5) complete and collated copies of the PCN Application;
3. One (1) copy of the Addendum; and
4. Five (5) copies of all site plan information pertaining to this project (please refer to the Addendum
http://h2o.enr.state.nc.us/ncwetlands/appadd5.pdf).
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the completed application package and required fee are received. If the impacts are greater than
indicated on the initial interest form and/or the services are different, you may be required to remit an additional
fee.
If you have any questions or wish to discuss these matters further please do not hesitate to call Amy Chapman or
Cynthia Van Der Wiele at 919-733-1786.
Sincerely, r
Cyndi Karoly, Manager
Ql/Express Review Oversite Unit
CBK/cvdw
cc: DWQ Raleigh Regional Office
File copy
Central Files
Sean Clark, S&EC; 11010 Raven Ridge Road, Raleigh, NC
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet http://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
1VCarolina
Ntura!(y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
OF WATER
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
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Sean Clark, S&EC Fax #: [phone]
George Krichbaum, Jr. 981-6579
Subject: Oxford Park Subdivision Date: July 6, 2006
Number of pages including cover sheet: -3
Notes or special instructions:
The original will be sent in the mail. If you have questions, please contact Cynthia Van Der Wiele at
919-715-3473
Novi thCarolina
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http:bl12o.eni-.state.nc.us-ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
E-x.p
September 1, 2004 1bDu ag
Version 3
Applicant Name: Oxford Park Associates/Attn: George W. Krichbaum. Jr,
Applicant Address: c/o 6900 Slade Hill Road
Raleigh. NC 27615
Applicant's phone number: 919-981-6577
Fax number: 919-981-6579
Applicant's email address:
Consultant Name (if applicable):
Sean Clark
Consultant address (if applicable): 11010 Raven Ridge Road
Raleigh. NC 27614
Consultant's phone number: 919-846-5900
Fax number: 919-845-9467
Consultant's email address: _ sclarkCa sandec.com
Type of action requested under the Express Review Program (check all that apply):
® 401 Water Quality Certification
? Isolated Wetland Permit
® Riparian Buffer Approval
? Stormwater management Plan
? Stream Origin Determination
# of Determinations Requested
? Intermittent/Perennial Determination
# of Determinations Requested
? Mitigation Plan
? Stream ? Wetland ? Buffers (check all appropriate)
Name of Project: Oxford Park County: Granville
Total project acreage: t565(acres) Total built out impervious area: (acres)
Nearest named stream (from USGS topo map): UT to Coon Creek
Please provide a brief description of this project (attach site plan if available):
This is a residential development. The first phase consists of single-family housing.
Please attach a map of site location using'USGS 1:24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number:
The aropgrty is located off Horner Siding Road approximately 0.4 miles west of Salem Road northeast of Oxford
NC
Proposed impacts:
Acres of 404 wetlands: N/A
Acres of isolated wetlands: N/A
Linear feet of streams: 293 LF
Linear feet of isolated streams: N/A
Square feet of protected stream buffers: N/A
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. Intermittent/Perennial Stream Class Microbenthos Class
Has any DWQ staff visited the site? Yes , if yes, please provide DWQ staff name, Debbie Edwards and
date of visit: 3/1/04 (NBRRO #04-0205)
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
404-USACE
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
No
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
No
Does this project require approval of a Variance from the NC Environmental Management Commission? No
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
No
This form must be submitted via email (c/o 401exoressOncmail.net), faxed (919-733-6893) or hand-delivered to the Parkview Building, 2321
Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the Express Review Program will be notified via email or fax
within 2 days. Successful applicants will then be instructed regarding detailed procedures for full application (Please Note: Submittals of the review
packages on Friday after 12:00 pm will be stamped as received on the next business day).
Please contact Cynthia Van Der Wiele at 919-715-3473 if you have any questions regarding this form.
2

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3

No. Pr
3545 otect I I Figure I - 1 :24K USGS

Topographic Quadrangle

Project Mgr.: OXFORD PARK
_ Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 17614
NC
Granville Count [phone]+[phone]
Scale: y, Web Page: www,SandEC.com
'
*
I
= 2.000
0411 1 100 Oxford Quadrangle
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Project No. Figure 2 - NKC5 Soil
3845.W l Survey Map
Project Mgr.: Oxford HiII5 Golf Course Soil&Environmental Consultants, PA
5C 11010 Raven Ridge Rd. - Raleigh, NC 27614
Granville County, NC [phone]•[phone]
5cale: Web Page: www.SandEC.com
1 2,009
Granville County Soil Survey
04/1 11OG
t
O?0 W ATFRQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
f_ North Carolina Department of Environment and Natural Resources
p -? Alan W. Klimek, P.E. Director
Division of Water Quality
May 25, 2006
DWQ EXP No. 06-0628
Granville County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Oxford Park Associates
Attn.: Mr. George W. Krichbaum, Jr.
6900 Slade Hill Road
Raleigh, NC 27615
Subject Property: Oxford Park Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Krichbaum:
On May 22, 2006, the Division of Water Quality (DWQ) received your PCN application for the above-
referenced project. On May 25, 2006 DWQ requested additional information. Your response to our
request failed to address the issues in the previous correspondence. Please provide the additional
information requested below in order to prevent denial of your application as required by 15A NCAC
211.0506:
Please provide the following information so that we may. continue to review your project:
1. Tar-Pamlico Buffer Rule Requirements:
a. You must provide the diffuse flow provisions with the Express Review PCN Application.
This includes the site plan, worksheets, and a signed/notarized Operations and Maintenance
Agreement.
2. Stormwater Management Plans:
a. In order to process your application package in the Express Review Program, you must
provide a stormwater management plan for the subdivision phase to be constructed, and a
conceptual plan and timeline for implementation for future phases.
b. You have provided a breakdown sheet for calculating the impervious surface area,
however, this was not clearly tied in with the Site Plan. All of these areas/zones appear to
meet the requirement for a stormwater management plan. Please provide a site plan with a
legend that indicates the Areas (Zones) 1-4. You are reminded that the impervious surface
calculations provided must match the requirements contained within Oxford and/or
Granville County subdivision ordinances.
c. Please provide lot layouts on your site plans, which shall include typical driveways and
building envelopes.
3. Future Impacts and Impervious Surface Areas:
For all future development areas noted on your site plans, please provide conceptual lot
layouts, which shall include driveways and building envelopes.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
None Carolina
Aturu!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Oxford Park Subdivision
Page 2 of 2
June 19, 2006
Sincerely,
&4,0?0,041,,Pz
)04 P I Vr
Tdi Karoly,
4 Oversight/Express Review Permitting Unit
Please respond within five (5) days of the date of this letter by sending five (5) copies of the above
information in writing.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ.
Please contact Cynthia Van Der Wiele at [phone] or Cyndi Karoly at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
CBKlcvdw
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Brandon Finch, John R. McAdams Co., Inc., 2905 Meridian Pkwy., Durham, NC 27713
Sean Clark, S&EC, 11010 Raven Ridge Road, Suite 120, Raleigh, NC 27614
Filename: 0606280xford Park(Granville)EXP+hoW
Au ATFRQ Michael F. Easley, Governor
G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
t7 .? Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Sean Clark, S&EC
George Krichbaum
Fax #: [phone]
981.6579
Subject: Oxford Park Subdivision
Number of pages including cover sheet:
Notes or special instructions:
Date: fin' , ,
J une 19 2.00
The original will be sent in the mail. If you have questions, please contact Cynthia Van Der Wiele at
919-715-3473 or Amy Chapman at 919-733-9502.
W Carolina
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: ht_pt ://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
June 6, 2006
S&EC Project # 3845.wl
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Re: Oxford Park Subdivision, DWQ EXP # 06-0628
Granville County, NC
Dear Mrs. Karoly:
"±
'i 1 IN! rT' l? 7

On May 25, 2006, Soil & Environmental Consultants, PA (S&EC) received a copy
of the Request for More Information letter addressed to Mr. George W.
Krichbaum, Jr., Oxford Park Associates dated May 25, 2006. This letter requests
the following additional information:
Wetland Impacts:
a. It was noted that Ms. Andrea Wade of the USA CE conducted a
site visit to verify jurisdictional wetlands (Action ID 20041139),
however a signed wetland delineation map was not included in
the application package. Please provide DWQ with a document
that indicates the delineation has been signed off by the
USACE.
Attached please find the requested maps and supplemental
documentation signed by Ms. Andrea Wade on June 24, 2005.
b. Please be advised that the 401 Water Quality
Certification/Buffer Authorization will require deed restrictions on
all lots bordering streams, riparian buffers, and%r wetlands.
As per the general conditions of the requested General Certification
#3402, deed restrictions will be placed on all lots containing wetlands,
streams, and/or buffers.
2. Tar-Pamlico Buffer Rule Requirements:
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
0 Y12/2006 12:30 9198469467
S&EC
PAGE 01
Consultants, PA
)hone: (919) 846-59(10 • Fax: [phone]
Environmental
Raleigh. North Carolina 27614 • i
www.SandEC_earn
FACSIMILE SKEET
FAX NO. [phone]
DATE: I a NO
?t1.t?a Y16t a _
TO: NAME:-CuAh
COMPANY: )G?
Project dumber: t1-) 1
CC: ft[Yt? i 4 ?u,?tn'?r
FAKNUMBER:, '133 ' 6`43 1?313 '(.;1 5 FRONT- ran CI?I SUBJECT: ir?th'O IrStan` ;rm
The following items are being faxed. Number of pages including transmittal sheet: r-)
For Your Comments/Approval
Per Our Conversation
Please Advise
Would Like To Discuss
HARD COPY SENT:
US Regular Mail
Overnight
REMARKS:
For Your Information
Per Your Request
Please Call
,'Please Handle
Hand Delivery
%-"No Hard Copy Sent
IF YOU HAVE ANY PROBLEMS WTI'H THIS TRANSMISSION, PLEASE
CONTACT ueA-A 64 AT [phone].
*CONFIDENTIALITY NOTICE*
This transmission is intended only for the use of the individual or entity to which it is addressed and omy contain information that is privileged and
confidential. If the header of this message is not the intended recipient, you are hereby notified that any disclosure, distribution or cop*g of this information
is strictly prohibited. If you have received this transmission in error, please notify us immediately by telephone and rewm the faxed documents to us at the
above address via the United States Postal Service.
S:1rad,?tte C11Tiie:
216 LaPhillip Coun_ Suite C
Concord, NC 28025
Pikine: (7(41720-9405
Fax: (704) 720-()4()0
Crev.mtNitT) ( )T'ier.
:1817-E Lawndalc Ddw
GrectiOxwo. NC 2745$
Phone_ 0 36) 54"234
Fax: 13:x61 S40-823.5
APR-12-2006 WED 12:23 , TEL:[phone] NAME:DWQ-WETLANDS P
04/12/2006 12:30 9198469467
S&EC
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
September 1, 2004
Version 3
PAGE 02
Applicant Name: Oxford Park Associates/Attn: George W. Krichbaum, Jr.
Applicant Address: c/o 6900 Slade Hill Road
Raleiah, NC 27615
Applicant's phone number: 919-981-6577
Fax number: 9197,981-6579
Applicant's email address:
Consultant Name (if applicable):
Sean Clark
Consultant address (if applicable): 11010 Raven Ridge Road
Raleigh, NC 27614
Consultant's phone number: 919-846-5900
Fax number: 919-845-9467
Consultant's email address: sclark&sandec,com
Type of action requested under the Express Review Program (check all that apply):
® 401 Water Quality Certification ? Stream Origin Determination
? Isolated Wetland Permit
# of Determinations Requested
® Riparian Buffer Approval ? Intermittent/Perennial Determination
? Stormwater Management Plan # of Determinations Requested
? Mitigation Plan
? Stream [] Wetland ? Buffers (check all appropriate)
Name of Project. Oxford Park County: Granville
Total project acreage: t5fi5(acres) Total built out impervious area: {acres)
Nearest named stream (from USGS topo map): UT to Coon Creek
Please provide a brief description of this project (attach site plan if available):
This is a residential develgpment The first phase consists of single-family housing.
1
APR-12-2006 WED 12:23 TEL:[phone] NAME:DWQ-WETLANDS P. 2
-`_'04/12/2006 12:30 9198469467 S&EC PAGE 03
Please attach a map of site location using'USGS 1:24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number.
The o is I ff m Si d o -ma li0 mi w of le Ro rth st f 0 d
cated
NC
Proposed impacts:
Acres of 404 wetlands: A
Acres of isolated wetlands: A
Linear feet of streams: 2S F
Linear feet of Isolated streams: ?A
Square feet of protected stream buffers:
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? if so, please list
which ones. itte re isl rea I i nth
Has any DWQ staff visited the site? Yes if yes, please provide DWQ staff name, Debbie Edwards and
date of visit: 3/1/04 NB 20
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
404-
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
No
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
No
Does this project require approval of a Variance from the NC Environmental Management Commission? No
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
This form must be submitted via email (Go 4019m[ml8 cmail.net). faxed (919.733.6893) or hand-delivered to the Parkview Building, 2321
Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the Express Review Program will be notified via email or fax
within 2 days. Successful applicants will then be instructed regarding detailed procWurms for full application (Please Note: Submittals of the review
packages on Friday after 12:00 pm will be stamped as received on the next business day).
Please Contact Cynthia Van Der Wlele at 918-715-3473 if you have any questions regarding this form.
APR-12-2006 WED 12:24 TEL:[phone] NAME:DWQ-WETLANDS P. 3
'04/12/2006 12:30 9198469467 S&EC PAGE 0e
1.(lo
r v ??
flgure I - I :24K U5G5
Pra?ect No. Topographic Quadrangle
Project Mgr.: OXFORD PARK a Soil& Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
Granville County, NC [phone] - [phone]
Scale: Web Page, www.SandEC.com
I'= 2,000'
10411 i /06 Oxford Quadrangle
APR-12-2006 WED 12:24 TEL:[phone] NAME:DWQ-WETLANDS P. 4
12: 3 0 9198469457 E&EC PAGE 05
Froject No. Figure 2 - NKCS 5oll
3645N I Survey Map
Pro )ect Mc
5C lr-: Oxford H1115 GOlf COW-5C
Granville Cournty, NC
5cale:
1 " - 2,000'
Grarnnlle County Sod Survey
?v0411 1!06 L
APR-12-20u06 NED 12:25 TEL:[phone]
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
13 [phone] - [phone]
Web Page: www.SandEC.com
NAME: Dk] -WETLAI ADS P. 5
l
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
June 22, 2006
S&EC Project # 3845.wl
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Re: Oxford Park Subdivision, DWQ EXP # 06-0628
Granville County, NC
Dear Mrs. Karoly:
® to OLD a2

1 2 1 Y . ? •S ,?1 ,-y Y?
??L.j??: ..? iT fi?.?i it9

On June 19, 2006, Soil & Environmental Consultants, PA (S&EC) received a
copy of the Request for More Information letter addressed to Mr. George W.
Krichbaum, Jr., Oxford Park Associates dated May 25, 2006. This letter requests
the following additional information: _
1. Tar-Pamlico Buffer Rule Requirements:
a. You must provide the diffuse flow provisions with the Express
Review PCN Application. This includes the site plan,
worksheets, and a signed/notarized Operations and
Maintenance Agreement.
The engineer is aware that diffuse flow devices will be required for all
proposed phases and will provide that information for your review upon
completion.
2. Stormwater Management Plans:
a. In order to process your application package in the Express
Review Program, you must provide a stormwater management
plan for the subdivision phase to be constructed, and a
conceptual plan and timeline for implementation for future
phases.
Attached, please find the impervious calculation worksheets for this
project. The impervious cover is 18% and per GC 3402, no on-site
stormwater management devices are necessary. Additionally, as per the
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
email printout attached to the initial application, the two agreed upon
acceptable options from the April 13, 2005 meeting were:
1) provide stormwater treatment for only the "higher
density areas 2, 3, and 4" on the western side of
Coon. Creek and for the higher density areas on the
eastern side of the creek
OR
2) provide stormwater treatment for the entire east side
of Coon Creek irrespective of impervious area. It was
also agreed upon that because either option was
acceptable the decision could be made at a later time.
The Developer chose to develop a stormwater plan to treat the entire east side of
Coon Creek irrespective of the impervious cover, once a site plan was finalized.
Although the main access roads that result in the proposed impacts will likely
begin construction as soon as they are permitted, the remaining portions of the
western side of Coon Creek will likely have a buildout timeline of approximately
ten years depending on the market.
b. You have provided a breakdown sheet for calculating the
impervious surface area, however, this is not clearly tied in with
the Site Plan. All of these areas/zones appear to meet the
requirement for a stormwater management plan. Please
provide a site plan with a legend that indicates the Areas
(Zones) 1-4. You are reminded that the impervious surface
calculations must match the requirements contained within
Oxford and/or Granville County Subdivision ordinances.
A calculation sheet and corresponding site map are attached to this
correspondence.
c. Please provide lot layouts on your site plans, which shall include
typical driveways and building envelopes.:
Lot layouts, driveways, and building envelopes are not currently available
and we do not believe. that they are required in order to process this 401-
application because none of the lots directly encroach on waters of the
state (i.e., no lot fill is required in order to build the proposed houses,
driveways, etc.).
3. Future Impacts:
For all future development areas noted on your site plans,
please provide conceptual lot layouts, which shall include
driveways and building envelopes.
The final plans for the areas labeled as "Future Development" are not
likely to be finalized prior to ten years from now. Impending revisions of the
Nationwide Permits and corresponding General Certifications make future
development requirements uncertain; therefore, at this point in time, any
attempt at providing information for these areas would be speculative at best,
which is why no impacts, building footprints etc. were shown.
Please feel free to call me if you have any additional questions.
Sincerely,
oja/Lk ild4
. Sew
Sean Clark
Environmental Specialist
Attachments: 1) Revised Oxford Park Phase Plan Exhibit
2) Impervious Area Calculations
a. You must provide the diffuse flow provisions with the Express
Review PCN Application. This includes the site plan,
worksheets, and a signed/notarized Operations and
Maintenance Agreement.
The engineer is aware that diffuse flow devices will be required for all
proposed phases and will provide that information for your review upon
completion.
3. Stormwater Management Plans:
a. At the April 13, 2005 meeting with Sean Clark and Brandon
Finch, two options were presented, however, neither option was
selected at that time. It is unclear to DWQ staff why stormwater
treatment cannot be incorporated in the subdivision design for
Areas 2-4. Furthermore, in order to process you application
package, you must provide a stormwater management plan for
the subdivision phase to be constructed, and a conceptual plan
and timeline for implementation for future phases.
As per the email printout attached to the initial application, the two agreed
upon acceptable options were: 1) provide stormwater treatment for only
the "higher density areas 2, 3, and 4° on the western side of Coon Creek
and for the higher density areas on the eastern side of the creek or 2)
provide stormwater treatment for the entire east side of Coon Creek
irrespective of impervious area. It was also agreed upon that because
either option was acceptable the decision could be mad at a latter time.
The Developer chose to develop a stormwater plan to treat the entire east
side of Coon Creek irrespective of the impervious cover, once a site plan
was finalized. Although the main access roads that result in the proposed
impacts will likely begin construction as soon as they are permitted, the
remaining portions of the western side of Coon Creek will likely have a
buildout timeline of approximately ten years depending on the market.
b. You have provided a breakdown sheet for calculating the
impervious surface area, however, this is not clearly tied in with
the Site Plan. All of these areas/zones appear to meet the
requirement for a stormwater management plan. Please
provide a site plan with a legend that indicates the Areas
(Zones) 1-4. You are reminded that the impervious surface
calculations must match the requirements contained within
Oxford and/or Granville County Subdivision ordinances.
A calculation sheet and corresponding site map are being developed and
will be sent to you shortly upon completion.
c. Please provide lot layouts on your site plans, which shall include
typical driveways and building envelopes.
Lot layouts, driveways, and building envelopes are not currently available
and we do not believe that they are required in order to process this 401-
application because none of the lots are directly encroach on waters of the
state (i.e., no lot fill is required in order to build the proposed houses,
driveways, etc.).
4. Future Impacts:
For all future development areas noted on your site plans,
please provide conceptual lot layouts, which shall include
driveways and building envelopes.
The final plans for the areas labeled as "Future Development are not
likely to be finalized prior to ten years from now. At this point in time, any
attempt at providing information for these areas would be speculative at best,
which is why no impacts, building footprints etc. were shown.
Please feel free to call me if you have any additional questions.
Sincerely,
Sean Clark
Environmental Specialist
Attachments: 1) Sign-off maps and corresponding Jurisdictional
Determination "tear sheet"
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200421139
County: Granville U.S.G.S. Quad:
L
7 '7
ford;
7, JU C1 200~
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Oxford Park Associates
Address: 190 Finley Golf Course Road
Chapel Hill, NC 27517
Telephone No.: 919-929-0660
Size and location of property: The?roperty is located on the west side of Salem Road (SR 1522) north of its
intersection with Horner Siding Road (SR 1515) north of Oxford Granville County North Carolina
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands and streams on the above-described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
There are wetlands and streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
We strongly suggest you have the wetlands and streams on your property delineated. Due to the size of your
property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a 'Consultant. To be considered final,
any delineation must be verified by the Corps.
The wetlands and streams on your property have been delineated and the delineation has been verified by the
Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas
subject to CWA jurisdiction on your property which, provided there is no change in the law or our published
regulations, may be relied upon for a period not to exceed five years.
X The wetlands and streams have been delineated and surveyed and are accurately depicted on the plat signed by
the Corps Regulatory Official identified below on June 24, 2005 Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date
of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official: ?,J\
i
Date June 24, 2005 Expiration Date June 24, 2010
Page 1 of 2
Action Id. 200421139
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Andrea Wade at 919-
876-8441 x30
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual that are adjacent to stream channels located on the property. The stream channels on the property are Coon
Creek and its unnamed tributaries, which flow into the Tar River and ultimately flow to the Atlantic Ocean.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: S&EC, PA, Attn: Mr. Chris Flowers, 11010 Raven Ridge Drive, Raleigh, North Carolina
27614
Applicant: Oxford Park Associates File Number: 200421139 Date: June 24, 2005
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELRvfNARY JURISDICTIONAL DETERMINATION E
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
,y -
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
s
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Andrea Wade Mr. Michael F. Bell, Administrative Appeal Review
6508 Falls of the Neuse Road Officer
Suite 120 CESAD-ET-CO-R
Raleigh, NC 27614 U.S. Army Corps of Engineers, South Atlantic Division
919-876-8441 x30 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
Oxford Park EXP 20060628 Granville Co.
Subject: Oxford Park EXP 20060628 Granville Co.
From: Eric Kulz <[e-mail]>
Date: Mon, 05 Jun 2006 09:10:19 -0400
To: Ian McMillan <[e-mail]>, Cynthia Van Der Wiele
<[e-mail]>
Cynthia/Ian:
Stormwater issues need to be addressed per the More Info. letter. There is the
potential for more stream impacts as western side of the site gets developed. One
future crossing location is shown on the plans.
My comments in BIMS.
Eric
Eric Kulz <Eric.Kulz(cvncmail.net>
Environmental Specialist III
Surface Water Protection
NC Division of Water Quality
1 of 1 6/12/2006 3:43 PM
4
OF WA TF
`O? 9QG Michael F. Easley, Governor
CO(& 7 William G. Ross Jr., Secretary
f North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 25, 2006
DWQ EXP No. 06-0628
Granville County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Oxford Park Associates
Atm.: Mr. George W. Krichbaum, Jr.
6900 Slade Hill Road
Raleigh, NC 27615
Subject Property: Oxford Park Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Krichbaum:
On May 22, 2006, the Division of Water Quality (the "Division") received your PCN application for the
above-referenced project. The DWQ has determined that this information is incomplete. Please provide
the additional information requested below in order to prevent denial of your application as required
by 15A NCAC 2H.0506:
Please provide the following information so that we may continue to review your project:
1. Wetland Impacts:
a. It was noted that Ms. Andrea Wade of the USACE.conducted a site visit to verify
jurisdictional wetlands (Action ID 20041139), however a signed wetland delineation map
was not included in the application package. Please provide DWQ with a document that
indicates the delineation has been signed off by the USACE.
b. Please be advised that the 401 Water Quality Certification/Buffer Authorization will
require deed restrictions on all lots bordering streams, riparian buffers, and/or wetlands.
2. Tar-Pamlico Buffer Rule Requirements:
a. You must provide the diffuse flow provisions with the Express Review PCN Application.
This includes the site. plan, worksheets, and a signed/notarized Operations and Maintenance
Agreement.
3. Stormwater Management Plans:
a. At the April 13, 2005 meeting with Sean Clark and Brandon Finch, two options were
presented, however, neither option was selected at that time. It is unclear to DWQ staff
why stormwater treatment cannot be incorporated in the subdivision design for Areas 2-4.
Furthermore, in order to process your application package, you must provide a stormwater
management plan for the subdivision phase to be constructed, and a conceptual plan and
timeline for implementation for future phases.
b. You have provided a breakdown sheet for calculating the impervious surface area,
however, this is not clearly tied in with the Site Plan. All of these areas/zones appear to
meet the requirement for a stormwater management plan. Please provide a site plan with a
legend that indicates the Areas (Zones) 1-4. You are reminded that the impervious surface
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Intemet: htto://h2o.enr. state. nc us/ncwetlands
One
Np
ilhCarolina
Naturally
An Equal OpportunitylAffirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Oxford Park Subdivision
Page 2 of 2
May 25, 2006
calculations provided must match the requirements contained within Oxford and/or
Granville County subdivision ordinances.
c. Please provide lot layouts on your site plans, which shall include typical driveways and
building envelopes.
4. Future Impacts:
For all future development areas noted on your site plans, please provide conceptual lot
layouts, which shall include driveways and building envelopes.
Please respond within five (5) days of the date of this letter by sending five (5) copies of the above
information in writing.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ.
Please contact Cynthia Van Der Wiele at [phone] or Cyndi Karoly at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely, F
1
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Brandon Finch, John R. McAdams Co., Inc., 2905 Meridian Pkwy., Durham, NC 27713
Sean Clark, S&EC, 11010 Raven Ridge Road, Suite 120, Raleigh, NC 27614
Filename: 0606280xford Park(Granville)EXP+hold
SENDING CONFIRMATION
DATE MAY-25-2006 THU 15:11
NAME DWQ-WETLANDS
TEL [phone]

PHONE : [phone]
PAGES : 3/3
START TIME : MAY-25 15:10
ELAPSED TIME : 001 31"
MODE : ECM
RESULTS : OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone 9: 919-733-0203
Fax [phone]
pax To: Sean Clark, S&E-C Fax. #: [phone]
George Ktichbaum 981.6579
Subject: Oxford Park Subdivision Date: Aprit-11-,S©96- Mom -z5,t-C5
Number of pages including cover sheet: 3
Notes or special instructions:
Th - t 'u be sent in the mail If you ha ve questions please contact Cynthia Van Der Wiele at
919-711-M473 or Amy Cbnoman at 919-733-9 502
N°?11°,C-U-
9010-19 VEXPma Renew Pa "tft U-A
10!0 M0 5<Ma Caner, RakiPa, Hn C-,%. 2%699.1650
2321 Cnd nex Nou1e+M, Soge 250. Raleq'h, Nata Cm-27601
pMn9 [phone] I Fax (9197 %334193
Imem v: ODr;GN95ot?!!ts^:.t':,.t?;!".•:
kn Ee,01 Opp09unrraw+ww9 9c/m E?ogler-:0%RegtleO'10%P0a1Ca1mnwPap9r
?0'r r'" '' C9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
7- North Carolina Department of Environment and Natural Resources
Q Alan W. Klimek, P.E. Director
Division of Water Quality
July 6, 2006
DWQ EXP No. 06-0628
Granville County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Oxford Park Associates
Attn.: Mr. George W. Krichbaum, Jr.
6900 Slade Hill Road
Raleigh, NC 27615
Subject Property: Oxford Park Subdivision
NOTICE OF WITHDRAWAL-EXPRESS REVIEW PROGRAM
Dear Mr. Krichbaum:
On May 22, 2006, the Division of Water Quality (DWQ) received your PCN application for the above-
referenced project. On May 25, 2006 and on June 19, 2006 DWQ requested additional information.
Your responses to our requests failed to address the issues in the previous correspondence. As a result of
your failure to provide adequate responses within the 30-day timeframe of the Express Review Program
(so as to be able to review your application to impact protected buffers and waters of the state), we are
withdrawing your permit application from the Express Review Program.
Should you choose to pursue the Oxford Park Subdivision Project, you must reapply and resubmit
through the regular 401/Wetlands Program with a new fee and a modified application which clearly
addresses the following issues:
1. Tar-Pamlico Buffer Rule Requirements:
a. You must provide the diffuse flow provisions with your PCN Application. This includes
the site plan, worksheets, and a signed/notarized Operations and Maintenance Agreement.
2. Stormwater Management Plans:
a. You are reminded that under Condition No. 4 of GC 3402, the Division of Water Quality
requires stormwater management plans for developments that have, or are anticipated to
have, 30% or greater of impervious surface area. Furthermore, it is the Division's policy
that areas of concentrated development within a project must treat stormwater runoff.
Stormwater management shall be designed to remove 85% TSS according to the latest
version of DWQ's Stormwater Best Management Practices Manual at a minimum.
Additionally, in watersheds that are classified as nutrient sensitive waters (NSW), the
Division shall require that extended detention wetlands, bio-retention areas, or ponds
followed by forested filter strips (designed according to the latest version of DWQ's
Stormwater Best Management Practices Manual) be constructed as part of the stormwater
management plan. Please submit a stormwater management plan as per the guidelines
above.
b. At the April 13, 2005 meeting with Sean Clark and Brandon Finch, two stormwater
management options were offered in response to a potential hardship situation, however,
DWQ did not commit to a particular option. Since it has been well over a year since that
-0m. .
iv w?,aiuu la
401 Oversight / Express Review Permitting Unit attlrQllt?
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Intemet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
ti
Page 2 of 2
July 6, 2006
meeting, it is unclear to DWQ staff why the site development plan could not be redesigned
to incorporate stormwater treatment either through low impact development (LID) design
techniques or conventional design that meets the DWQ stormwater management
requirements.
c. You have provided a breakdown sheet for calculating the impervious surface area,
however, this was not clearly tied in with the Site Plan. All of these areas/zones appear to
meet the requirement for a stormwater management plan. Please provide a site plan with a
legend that indicates the Areas (Zones) 1-4. You are reminded that the impervious surface
calculations provided must match the requirements contained within Oxford and/or
Granville County subdivision ordinances.
d. Please provide lot layouts on your site plans, which shall include typical driveways and
building envelopes.
3. Future Impacts and Impervious Surface Areas:
For all future development areas noted on your site plans, please provide conceptual lot
layouts, which shall include driveways and building envelopes.
Please be aware that you have no authorization under Section 401 of the Clear Water Act for this activity
and any work done within waters of the state would be a violation of North Carolina General Statutes and
Administrative Code.
Please contact Cynthia Van Der Wiele at [phone] or Cyndi Karoly at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Si rely,
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Brandon Finch, John R. McAdams Co., Inc., 2905 Meridian Pkwy., Durham, NC 27713
Sean Clark, S&EC, 11010 Raven Ridge Road, Suite 120, Raleigh, NC 27614
Filename: 0606280zford Park(Granville)EXP+hold?
i
i
X\
Ile
• ti ??. I \?? i ? / `, •r??\\\ ?' nil 1 ,'
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ASr
GRAPIIlC SCIIE
1 bN . fOE R
PREIMYARY DRAFIND - NOT PEVASED FOR CONSMTMO5
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailplece,
or on the front if space permits.
Article Addressed to:
Oxford Park Associates
Attn: Mr. George W. Krichbaum Jr.
5900 Slade Hill Road
Raleigh,NC 27615
DWQ# 06-0628-Granville
a s_ ig ure /(? ent
? Addressee
13 v by P t Cr of Deliver)
i?
MIS del' ve rent from item 11 ? Yes
If below: ? No
3. Serve
Express Mail
? Registered JW Retum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? 05ft Fee) ? Yes
2. Article Number 7005 1160 0000 9954 6986
(Transfer from service labeq
3c c....... 45211 c-s-......., nnne
? ...
RESEARCH. ??,."II'•RIAt?
UNITED STATES P69iAL SERVICE F
stage &
MCI USPS
• Sender: Please print your name, address, and ZIP+4 in. this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
i_
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice Type Date Reference
11119 05022006 Invoice 05/02/06 #3845.W1 Express Permit
Check Number:
Date: 5/2/2006 Check Amt:
Balance Discount
$4,000.00 $0.00
001117
1117
$4,000.00
Pay Amount
$4,000.00
Rc?gd[gD
MAY 2 2 2006
WETLANDS A 16 3TOWNTER BRA
' N/F
WILLIAM L. BURWELI., JR.
DB 645, PG 435
N 8T3T48" E
140.02 1. FOR GENERA N F ) L NOTES SEE SHEET 1 OF 5.
N 87'42'00" E ~ N~ G CLAUDE H, CLARK 2.) FOR WETALND FLAG COORDINATES SEE SHE T E 50F5.
96.67' WILLIAM A. BURNETTE DB 214 PG 395 DB 265, PG 490
" N 8739'50" E 1070.60'
N 87 42 00 E
399.73'
• .'h 92
M Fj~
ti
~ ry ~
2 s
9Z
nQ
w ' C~ I, JOSEPH N. GRADY, JR., A NORTH CAROLINA PROFESSI ~ DO HEREBY CERTIFY THAT THIS MAP W ONAL LAND SURVEYOR,
~ 6 sTREAM CHANNa (TO ~toPERTr uNE) i AND SHOWS TH AS PREPARED UNDER MY SUPERVISION E LOCATIONS OF SECTION 404 JURISDICTI AS
~ 13,112 SQ. FT. ~ DELINEATED SdcEC OF RALEIGH, NC.
4,
Q- ~ ti _ , ~r 33 srnEAM a~ANNa JOSEPH N. ADY, L-4163
Q ~ ! m PROPERRnr u NE 3-21.Og 1EAl
1223 264 SQ. FT. ~ LhA
TOTAL)
V 9
~ ~ N INIIIIIII
4 ~ V THIS CERII THAT THIS COPY OF THIS PUT ACCURATELY DEPIC SECTION 40 OF' THE CLEAN WATER ACT AS ~ THE BOUNDARY OF THE JURISDICTION OF
IS A CHAN IN TH DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE E lAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 JUR
Ci v MAY BE R D UPON FOR A PERIOD NOT TO EXCEED FlVE YEARS FROM THIS DA ISDICTION MADE UT1U G THE 1987 CORPS OF ENGINEERS WETLAND ~ THIS DETERMINATION WAS
S DELINEATION MANUAL
YIM ii
• ~ ry (NAME) r~~ ~
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2 Yw11N Y~n11A YNM071 YrMO?A (DATE) (p ~U
~ M1MI1N ~ YNAON YNIObA
IM:ILAI~ YIM1N ~ YMI ~ ~ ' J ~ ~ ~ 3 l
~t 1317 94 FT. i YIIIIN YNA04A
r Y011a YMI11~ ~ OM YNA07A YMI11~ IM11A Y~OEA YIMIJN MI1JA YNItOA
Y iN 17A ~pN YMI31~ YMiN YMI1M
YM13N iM YMIISA YN114A Y1MI19A
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}223 264 SQ. FT. qiA 7-4' STREAM 2 y~~ 1 CHANNEL J7 Ywl~ >t1q,21Z 90, FT.
TOTAL) C1 ~ FROM Ysn~
NEILMID: MW132B t4s4 S4 FT. t9S3 MW1328 MWI f/j t9S3 S0. FT. z
~ O
J201 YN7~0
Jl10 Y1M1Q1 y 3' STREAM CHANNa LEGEND ~ MIM41
i FROM MWI47-MWI56 Mw~o1 y~ q ® EXISTING IRON PIPE
f ~w t e7~ so. Fr. ~
wrn~e a r~nAlW ~r~ ww, YNA/O slot' ~ CALCULATED P DINT
YNA MI47CUdTMT z D CONCRETE MONUMNET usTM1
M LINEAR WETLANDS + WL8117 WETLANDS FLAG O
i'-3' STREAM ~ CHANNEL ~n« FROM MW145-MW147
FROM MAAMII ~ wines 1405 SQ. FT. URVEYED PROPERTY LINE NOT S ~i
CHANNa TO MWis7 1423 SQ FT. woes ~ 9
wwie0n w
/ NMAON N/F ww~sµ x
OXFORD PARK OF ,~107~ senor N 00'44'07" E NORTH CAROLINA ~ H N ~ N
iv 39.56' 564.94 A w~n~ ~ ~ ~ ~ ORES ,ua W COO
c DB 774, PG 606 Y V V YINA 1wA Z z
~o DB 781, PG 831 w wwas w~narDS YN~A e f7,3Z/ 9Q Fi. Y NA Y
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~ NwI1i YI?A Y Nt Y11N YMI2A YNN 1 inch ~ 100
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O O YNISA rnzi
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(TO NEXT BRANCH) YMITA N o
1223,264 SQ. FT.
(TOTAL)
i po
0101 STMT
t I
W i
I O
O
9y
18'-36' STREAM CHANNa a v' , ti
(TO NEXT BRANCH) o+ ~ 2 -4 STREAM s v; 4
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(TOTAL) i a ~ ~
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or
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41 1IIDIA z YMQIA
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t 170 wry 2, SQ. FT. MMIA~
NiOM i rtM
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H M~04A 1M 411A , fJ,10'I $Q FT.
~s ~A 22'-38' STREAM CHANNEL
Mms Ha~1A 4t4f~ (TO NEXT BRANCH) POND e~ol~ H2O1A ~ 4~A 1223,284 SQ. FT. LINEAR WETLANDS
(ON THE H~00 (TOTAL) 1152 SQ. FT.
PROPERTY EVALUATED)
t1n,72s so. Fr.
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~ (TOTAL) Yw/1 LINEAR WETLANDS f~79e ~ tasxaa: y YM4J te21 sq. FT. TOTAL EWP01000-W1
z cz~ sx: JNG
~ i INEiLIINDS Ywn
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4
,,,aa scAts: 1 100' MMA6 y~7 YMO1 ~ D~Tl: -
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1342 SQ. FT. ~ M wa<
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1
9y
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17'-3S' STREAM CHANNEL 11,240 SQ. FT. n~
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9
2o'-2e' srREAM q
CHANNEL
t59,79a SQ. FT. (TOTAL) 1.) FOR GENERAL DOTES SEE SHEET 1 OF 5.
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a
I
,
3'-14' STREAM CHANNEL w
FROM MIUN CHANNEL
TO PI IN METLAND t30,8y1 SQ FT.
(TOTAL)
I
soa
sotA 300 sou N F
stns sou N/F x
so4A OXFORD PI NOR1H CAI XF PARK OF ° 0 ORD NOR1H CAROLINA
s»A ~ sou ~ i 564.94 A 564.94 ACRES
624" s~, DB 774, F DB 774, PG 606
stw s2s+? et s~~ DB 781, F 1s/ 61 S11A DB 781, PG 831
u stu DB 781, F DB 781, PG 833 z
st• soM
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~ (TOTAL) S 173443 E
2ou 27.71' O ° d~ o c~
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tmru 1 I F(;FN~
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10/A 101A 101A EXISTING IRON PIPE
141 ~ ~ CALCULATED POINT
ANNEL ~ 2S'-46' STREAM CHANNEL 1, ~'a \ 0 CONCRETE MONUMNET
447 ~ (TO 1ST BRANCH) ~ ~ 1223,264 SQ. FT. V y \ 5 ~ x
~ (TOTAL) j Wt9117 WETLANDS FLAG
- - PROPERTY UNE NOT SURVEYED
441
ADS 440
'T. ~ w
~ 437
431 A
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~ 434
s 433
432
~ti /
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~ g'h h 43a c, 1~ h
i 427 h
1 1, JOSEPH N. GRADY, JR., A NORTH CAROLINA PROFESSIONAL LAND SURVEYOR,
DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION
AND SHOWS THE LOCATIONS OF SECTION 404 JURISDICTIONAL AREAS AS DEUNEATED BY S&EC OF RALEIGH, NC.
i JOSEP . GRADY, .L . L-4163
(LANDS FT. 3 • t l • b5 sEAI
a Utq
n v I
I GRAPHIC SCALE THIS CERTiFlES THAT THIS COPY OF THIS PLAT ACCU~A THE BOUNDARY OF THE JURISDICTION OF
C3 ~ ~ SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE
~g9• IS A CHANGE IN THE LAW OR OUR PUBUSHED RECULA110NS, THIS DETERMINATION OF SECTION 404 JURISDICTION PN0'~'' N0• EWP-01000
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCE FlVE YEARS FROM THIS DATE. THIS DETERMINATION WAS 1 lnch = 100 ft MADE UTILIZING THE 1987 CORPS OF ENGINEERS WE ANDS DELINEATION MANUAL. EWP01000-Wi
LINEAR WETLANDS
1699 S0. FT. JNG (NAME)
3 300 ~ n~urn ear: WCR
.~~0
310 6ry 313 ~ 5 (~nE) 1 - 100
~ 314A ~ ~ °`T~ 06-30-04
2 ~ 31 ATE ~O 3P ~ (D ) I
317A 311 3~'! N0.
31N 1
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~ re. C4 cA~}AMS
I
~ ~ a
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3 X
I
i
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1
i
1.) FOR GENERAL NOTES SEE SHEET 1 OF 5.
2.) FOR WETALND FLAG COORDINATES SEE SHEET 5 OF 5.
i
2'-4' STREAM CHANNEL FROM H100-H113
~y ttto4 1722 SO. F7.
N F H102
ROBERT J. WALKER NtODSTART
DB 738, PG 686 tntn ~ ?no3 to ta/
I, JOSEPH N. GRADY, JR., A NORTH CAROLINA PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION Ft1t1
AND SHOWS THE LOCATIONS OF SECTION 404 JURISDIC EAS AS ' t2 24'-36' STREAM CHANNEL ~nA~OS tnt~int t~ (TO NEXT BRANCH)
DELINEATED BY SdcEC OF RALEIGH, NC. tk100 tnt ate 1223 284 SO. FT.
toys t ~ t012 tee tntle TOTAL) 1 N11/
JOSEP .GRADY, JR., .L.. L-4163 taro tot io~ii 111
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THIS CERi1FlES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDIC110N OF 1007 FROM H11o-H122 tnM
SECTION 404 OF THE CLEAN WA1ER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE ' t oZa '027 tppp IS A CHANGE IN THE UW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 JUA~SDICTION t00t6 1146 SQ. FT. ~ 7!
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FlVE YEARS FROM THIS DAZE. THIS OETERMINAT1dN WAS t tn~ tntu
MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DEUNEA110N MANUAL. I t0~o t7te t0o~i IOOEB ~Op~9 1007D
~ 1032 10J1 to
n ~ ' ~K NAME L~~ ( ) ISOLATED N/F ~/z OXFORD PARK OF
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' st17.7ed !Q. FT. (TITLE) tt~~~ ~ ~ 564.94 ACRES
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• (DATE) ~ G S ~ ~i ?nr DB 782, PG 831
DB 782, PG 833
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N 564.94 ACRES
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°1• DB 782 PG 831 0
DB 782 ~ PG 833 rn
LINEAR WETLANDS FROM H23 TO H26 a
tp3 S0. FT. Z'-4' STREAM CHANNEL
FROM H12 TO H11 z
~ f680 S0. FT. aosA ~1, ~ ~
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MII i Mt1 M24 ~ Nt~" ~TLAIDS t 3'-14' STREAM CHANNEL
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~ Nom' M2J M10 Mi 2 Mt7 es~ (TOTAL) ~ FROM MAIN CHANNEL G let Ole TO PI ~ WETLAND OG
f ~ M27 r 111A x Ite ~ ~ to l3o,dS1 SQ. FT. E,,, ~
N17 OIOA iii i7 ~ (TOTAL) ~>t
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I~ 2'-7' STREAM CHANNa" ~ ~ else ~w1
FROM PI IN WETLAND TO H23 7tA B27A ~ ~11~5
(3,839 SQ. FT. a31e eeoa sJJe e7oe B aoo~ Bs~ >kb,,lZO !0. FT. x W
re J318 6758 a3oe A~
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FROM PI IN WETLAND TO 5778
~ 11,701 S0. FT. i
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RAYMOND F. CURRIN II { °ne
DB 215, PG 213 ~ e a71e i eeoe MEILANDS {
17,306 14 FT. , /~A IJIB IeIA eeee eels
2 -10 STREAM CHANNa /JSA 1178 Sep
FROM 6778 In 645 u1A IJ~ (4,032 SQ. FT. ~ Ilse eels 2'-~' STREAM CHANNEL
IJ7e 1EnA~ Se58 FROM MAIN CHANNEL 10 453
11,102 !Q. FT. f1,e~1 so. Fr.
-ee~7 (TOTAL) 1018 1L
1008
u 47 1 10 ~
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Ilr , 166 100
161 583'p1 440 " E LIN R WETLANDS 100. Z
115 I 62'39 55 74 54. FT. 401 447 iTAR N , ~ BrAa>'
111 583.01 u
2'-4' STREAM CHANNa • '55" E 3 wE1uNDS 410 N 82 39 ~ 1171 SiO. FT
FROM 682 TO ~1LA~OS PROPERTY IiNE M7 ~ 6Np ~ 1'-4' STREAM CHANNEL ~
11,685 S0. FT. nj cV FROM BRANCH TO 447 ~ N ;0 1111 SQ. FT. 443
. , ~ 2 - 4 STREAM CHANNa ti p ~ (TOTAL) 142
FROM PI (577) TO RCP 11,280 S0. FT. (n M1 A 162
lee 1°/
s~z 170 ~11~5 LINEAR WETLANDS ~p
ee i7"7 11,352 SO. FT. 43i t4,iJ1 !0. FT.
Tee M1 17J Nt ~
GRAPHIC SCALE 100 0 50 1 200 W 174 Mm 437
~ 430
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1 inch = 100 it. 178 12' RCP s 111 IIN 4~ ~ ~ 4718 N7A M~ ~
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175 ~ ° 2'- 4' STREAM CHANNEL HANN L ~ ~ wBe E Q 470A 70A 433
Z ~ ee/sTARraa~ SooA ee7e FROM RCP i0 697 ~1~ ~ 471A
~ N~ 1606 SQ. FT. IIfA T. N~ O 4 rn WILLIAM THOMAS THORNTON 47Ji1 470, 4>aB NETLANDS ~
~TLAND$ e17A e1Je ~ 47~ 47~ lB1B S0. FT. DB 269, PG 371 4 ~
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~ N 88'4426" W FROM 598 TO 810A ~ f152 SQ. FT. ~ 411
LEGEND ~ LAfrnS O 410
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~ TIMOTHY V. BRUMMITT e~4A
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enA N 7q , VICINITY MAP A y~ N Z4 ~ C4 y? ~
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564.94 ACRES
OB 774, PG 606 j DB 782, PG 831
AREA SUMMARY TABLE DB 782, PG 833
T AR A= 564.94 ACI'<t$ TOTAL PROJEC E
TOTAL WETLANDS AREA= (314,049 SQ. FT. W
ANDS AREA= t7 011 SQ. FT. TOTAL LINEAR WETL ~
TOTAL STREAM CHANNEL AREA= 1339 539 SQ. FT. r ~
- 1208 051 SQ. FT. TOTAL PONDS AREA- ~
0 3
TOTAL DELINEATED AREA = 1868 650 SQ. FT. 119.94 ACRES Z o . .ry
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2101 A ON N.C. GRID o a 2. BEARINGS FOR THIS SURVEY ARE B SED x
Z OXFORD PARK OF (NAD83). A ~
~ NORTH CAROLINA ~ 2z,1 3.- ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. ~ ~
J N 564.9 ACRES 22>, N~ 4 606 ~ DB 77 PG ~ AM CHANNa ~ 4 FOR WETALND FLAG COORDINATES SEE SHEET 5 OF 5. p 1 10 S E
OB " PG 831 FROM 232A TO 203 5 REFERENCES: DB 774, PG 606 ~ (z,
DB ld'' PG 833 ~ 11,571 SC. FT. ~ DB 782, PG 831
~ ~ 271e 22N DB 782, PG 633 O 44N ,
DB 683, PG 745 444e zfs i DB 236, PG 820
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• 400 DB 269, PG 371
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27JA ~ 2JJA 2J2A 71A ~ ~ eTMIT 1I1A 400 I DB 265, PG 490 4,JA zleA ~ DB 643, PG 435
277A 7e1 2 ztu zt ~ ` A SURVEY ENTITLED "RECOMBINATION SURVEY FOR: JOHN
O 27eA 27eA 27fA 2J4A y 7M 1~A A T. BODE AND WIFE, LUCY H. BODE", PREPARED BY BEN A.
404A rrA GENTRY, JR.- NCPLS, DATED 11-1-02
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.J 24~A 4!A ~{A 1b1A 247A Z ~ 2'3~A TA ~Nt., A NORTH CAROLINA PROFESSIONAL LAND SURVEYOR, ' I, JOSEPH N. GRADY,
J , ~ . k ~ DO HEREBY CERnFY AT THIS MAP WAS PREPARED UNDER MY SUPERVISION
J ~ ~ ' AND SHOWS THE LOC TIONS OF SECTION 404 JURISDICn AREAS AS ~ x,30' DELINEATED BY SdcEC OF RALEIGH, NC. ~I
~ i !c O w ~ ~ M h 5 x
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JOSEP . GRADY, .L . L-4163
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W W 1HIS CERnRES THAT IS COPY OF THIS PLAT ACCURATEL EPICTS THE BOUNDARY OF THE JURISDICTION OF
~i t ~7 f A SECTON 404 OF THE,CI.EAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE ~7
l IS A CHANGE IN THE LAW OR OUR PUBLISHED REGULAnONS, THIS DETERMINAnON OF SECTON 404 JURISDICnON
t .'56"19'21 S I MAY BE RELIED UP FOR A PERIOD NOT TO EXCEED FlVE YEARS FROM THIS DATE. THIS DETERMINAnON WAS ;.56"19'21" E MADE UTILIZING THE 987 CORPS OF ENGINEERS WETLANDS DELINEAnON MANUAL
47.05' 47.05'
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