20051814 Ver 2_Complete File_20060131

OW ?`! I , QG Michael F. Easley, Governor
1 William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, RE. Director
Division of Water Quality
January 31, 2006
DWQ Project # 05-1814, Ver. 2
Granville County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Shane Mitchell
650 John Sandling Road
Franklinton, NC 27525
Subject Property: Brooksdale Subdivision
Unnamed Tributary to Tar River [03-03-01, 28-(5.7), WS-V, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Mitchell:
On January 12, 2006, the Division of Water Quality (DWQ) received your revised application dated
January 12, 2006 to impact 135 feet of streams to construct the proposed subdivision. The DWQ has
determined that your application remains incomplete and/or provided inaccurate information as discussed
below. The DWQ will require the additional information listed below in order to process an application
to impact protected wetlands and/or streams on the subject property. On January 19, the DWQ contacted
your agent John Davis, of Appian Consulting to request additional information that was missing from the
application package submitted on January 12, 2006, in an effort by the DWQ to avert placing the project
"On Hold" again to request more information. Mr. Davis submitted additional information to the DWQ
on January 26, 2006, however, the information submitted is not all of the information requested from Mr.
Davis in the telephone conversion with Mr. Davis on January 19, 2006 and, therefore, we are returning
your application. If you want to carry out this proposed impact, you will need to reapply and pay the 401
Certification fee again. If you want to reapply, please provide the following information so that we may
review your project.
Additional Information Requested:
1. The DWQ requested a signed copy of the jurisdictional determination wetland delineation map (JD
map) as verified by the U.S. Army Corps of Engineers. Mr. Davis left correspondence with his.
most recent requested information submittal to the DWQ that the jurisdictional determination
wetland delineation map is currently at the U.S. Army Corps of Engineers Raleigh Regional Office
awaiting signature.
2. As explained to Mr. Davis during the telephone conversion on January 19, 2006, all wetlands and
streams must be clearly identified on the sheet plans. There are no streams called out or
identified on the sheet plans, yet 135 feet of stream impact is listed in the PCN application.
3. Additionally, as explained to Mr. Davis during the telephone conversion on January 19, 2006, we
requested documentation, such as building envelopes, demonstrating that lots, 12, 13, 23, 24 and 25
can be developed without involving further wetland, stream or buffer impacts and this information
was not included with the most recent information submitted on January 26, 2006.
One
401 Oversight/Express Review Permitting Unit N th lly
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
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/ 10% Post Consumer Paper

Shane Mitchell
Page 2 of 2
January 31, 2006
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 call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/Jm
Enclosures:
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
John Davis, Appian Engineering, 225 Hillsboro St. Suite 260, Raleigh, NC 27603
Hename: 051814BrooksdaleSD(Granville)RetumedApplication2
Dk'Q 05-1814 V2 Brooksdale S/D
Subject: DWQ 05-1814 V2 Brooksdale S/D
From: Laurie Dennison <laurie [e-mail]>
Date: Tue, 31 Jan 2006 12:50:05 -0500
To: [e-mail], [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please do
not send your response as a reply to this e-mail or via fax. The hard copy is being
sent via US Mail. All response correspondence is to be mailed via hard copy to the 401
oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604 unless
otherwise noted.
Content-Type: application/msword'
051814BrooksdaleSD(Granville)ReturnedApplication2.doc;;
Content-Encoding: base64
1 of 1 1/31/2006 12:50 PM
DWQ# 0-7- Date Who Reviewed: /Nlp
-,A Plan Detail Incomplete
LPlease provide location map for the project.
? lease show all stream impacts including all fill s Topes, dissipaters, and bank stabilization on tke site plan
? Please show all wetland impacts including fill slopes on the site plan.
??
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
• ,
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Sectior t s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
??
s;?
? a?N?- s?ioc?????-? ; ?
...;,
? 3? 13 ? 3 f ?i ? S- ?. /,?
i ??%
't? `?'?.
Office Use Only' Fonn Version April 2001
ACE Action ID No. DWQ No. l ?•
US
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
Section 404 Permit
Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
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 Wetlands Restoration Pro T[g d for
mitigation of impacts (see section VIII Mitigation), check he VV
II; Applicant Information
JAN 1 2 2006
DENR - WATER QUALITY
Owner/Applicant Information WETWOSAND sTORWWATERBRMCH
Name: Shane Mitchell
Mailing Address: 650 John Sandling Rd.
Franklinton NC 27525
Telephone Number: 919-494-1041 Fax Number: 919-494-1417
-
E-mail Address: Qhi111996@.aol.com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: John R. Davis Jr.
Company Affiliation: Appian Consulting Engineers
Mailing Address: 225 Hillsborough Place Suite 260
Raleigh NC 27603
Telephone Number: 919-218-3352 Fax Number: 919-833-2499
E-mail Address: jdavis(cr?appianen, ineers com
Page 3 of 12
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: Brooksdale S/D
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Granville Nearest Town: Franklinton NC
Subdivision name (include phase/lot number): Brooksdale
Directions to site (include road numbers, landmarks, etc.): From Raleigh, travel US 1 north
to NC Hwy 96 and turn left Travel to intersection of Hwy 96 and NC Hwy 56 (Wilton).
Cross Hwy 56 and travel north on Hwy 96 about 2 miles Turn right on Philo White Rd_
Travel about 2 miles and turn right on Flat Rd Site is'/2 mile on left.
5. Site coordinates, if available (UTM or Lat/Long): N 36* 10' 0.9" / W 78* 33' 0.3"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Mixed forest with old logging road
7. Property size (acres): 53 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Tar River 1 mile to north
9. River Basin: Tar-Pam
Page 4 of 12
(Note - this must be one of North Carolina's seventeen designated major river basins. The
.)
River Basin map is available at http?iili2o enr state. nc.usiadminimaps,
10. Describe the purpose of the proposed work: To construct a road to access property on r
north side of stream.
11. List the type of equipment to be used to construct the project: Bulldozer Grader, and
Backhoe
12. Describe the land use in the vicinity of this project: Forestry and Agriculture
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.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 5 of 12
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact*
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

l that
h
ial
anne
stream c
No wetlands in area of road crossing, only buffered perenn
ld Off
l Fi
i
ice
ona
e
has been verified and approved by Eric Kulz Raleigh Reg
DWQ and Jean Manuele, US Army COE.

* List each impact separately and identify temporary impacts. Impacts include, but are not ttmitea to: mec:natu/cu scaling, g,aui„g, Lill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online athttp://www.fema.90 .
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Grade / Fill 135 UT to Tar River 8' Perennial

ators from bank
disi
nd ener
l
ith
t
d
i
p
gy
ver
a
cu
w
mpacte
Total Stream Area
Calculation based on 8-
res
0248
0
f
80
ac
.
eet or
.
square
to bank equals 10
n
th
l
t
f
t
d 135
h
id
g
.
ream
e
ee
s
-
an
t
foot average stream w

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 6 of 12
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
dowmstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
\V\V%V.uses.2ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., tono7one.corr,
w\v%v-in, gttest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 13 5'
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open water impact
Site Number
(indicate on'ma)
Type of Impact* Area of
Impact

(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound

bav, ocean. etc.)

NA NA NA NA NA

1:. ..:+-A t..- fill av -tinn rtrartoina
* List each impact separately and identity temporary rmpall- imp?ww utwuuu, um ..?? ....u?... ,.?- ° - ----
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
This crossiniz is located in a narrow section of stream where relief is steep to minimize fill.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h''o enr state nc us/newetlands/strm;ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 8 of 12
?. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. heck the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at iittp://hlo.eiu.siate.iic.us/«-m/index.htni. If
use of the NCWRP is proposed, please check the appropriate x on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): I
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):
IX.
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document ?s required, call the SEPA
coordinator at [phone] to review current thresholds for envir nmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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. Photogral be included at the
applicant's discretion.
Page 9 of 12
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X No 0 If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 6300 3
2 4200 1.5
Total 10500
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 2- extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Xl. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Erosion and Sedimentation control plan utilizes sediment basins outside of the buffer to catch
sediment laiden runoff. A level spreader has been sized and located at the end of the sediment
basins to establish sheet flow back into the stream buffer area. See attached level spreader
worksheet and Operation and Maintenance Agreement dated January 11, 2006. See table of
f proposed impervious surfaces on plans
XII. Sewage Disposal (DWQ Only)
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.
Page 10 of 12
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Revised PCN application following a plan review meeting on January 11, 2006 with Shane
Mitchell Mike Moss and John Davis.
J2- o 61'
Applicant/Age Signature Date
(Agent's sign re is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren .
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Union
Watauga
Yancey
Wilson
Yadkin
Page 11 of 12
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: '- ccc S• {`(??????i``
Title:-
Address: 14S`e: ?o?w - \iw? 2? • 4N?\:v?o? y cQ) -C, -) -75vP5-
Phone: 919 -/ x-7-6073
Signature1'^??-? lz"?'
Date: \. '\' . , ? b b
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, a Notary Public for the State of ?1 ,
County of LA k,k .. o hereby certify that w ay 6• KAA-?1,personally appeared before me this i f , day of ? OLn?- 2 ' , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance quirements. Witness my hand and
official seal,
j oQPp1NE R.
Fc?
TAc?
!y9 AU91.?G ?v?
•?.'.? COU0..
SEAL
My commission expiry`
Page 1 of 1
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VEGETATION
vV
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: l l il? C-11 Ve F14??oa
' Date:
Applicant/Owner: _ . S a ri e
Mi f?tielJ County: f ran lic
Investigator: ,7oAn a"%r Eric 9'7;/Cq State: N C
Do Normal Circumstances east on the site? Ye No Community ID: W?} ??
Is the site significantly disturbed (Atypical Situation)? Yes CGD Transect ID:
Is the area a potential Problem Area? Yes dNO Plot ID:
If needed, explain on reverse.)
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. ? u n uIVo4 ca _7' ac-/ g
2. ;IGtX tA-11 h V Far 10.
3. D r??em aera??i? 'eH_ Fa,-- 11.
4. rvq"o r Gcr0/iruo,nA I la7- 12.
5. iY? l?s.+ I' Cia F°C 13.
6. JOiH0 taC a` ?? FaG 14.
7. 1 S.
8. 16.

Percent of Dominant Species that are OBL, FACW or FAC / i V
'1 11
(excludinq FAC-). L V
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, lake, or ride Gauge hdcators:
P2w

_ Feria! Photographs ,
ndated
Other
- -aturated in Upper 12 inches
b Recorded Data Available _ Water Marks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
? Secondary Indicators (2 or more required):
Depth of Surface Water. u
(in.) _ Oxidized Root Charnels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: (in.) _ local Sal Survey Data

D
o
y _ FAC-Neutral Test
epth t
Saturated Sod: (in.) _ Other (Explain in Remarks)
Remarks:
B2
Appendix B Blank and Example Data Forms
SOILS
Map Wit Name
i
S /
d
er
(
es and Phase): Drainage Class: we'
Taxonomy (Subgroup): Q7r- A,2p /H J t? ?T Reld Observations
VV Confirm Mapped Type? Yes tJo
Profile Descriotion:
Depth Matrix Color
(inches) Fbri7nn (I h nsell Moist)
Mottle Colors Mottle Abundance/ Texture, Concretions,
("insert Wist) Size/Contrast Structure_ Atc.
0-3--A _ s y913/11,
65

q I me !r UC.I?r VGJn Cr SQ ' ??r? L`c c,?,Q G f
Fydric Sod indicators:
_ Fistosol _ Concretions
_ Fistic Epipedon
Suifidic Odor _ Figh Organic Content in Surface Layer In Sandy Soils
_ Organic Streaking in Sandy Soils
:2Aquic Moisture Regime _ Listed on Local Fydric Sods List
°,ducing Conditions
ZGleyed or Lovo Chroma Colors _ Listed on National Fydric Soils List
-Other (E)plain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? fes No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? No is this Sampling Point Within a Wetland? Yes No
Remarks:
Approved by HOUSACE 3/92
I
Appendix B Blank and Example Data Fowls

B3
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manua
Project/Site: - '' A e// 'Tc ?a7?04 G Date: Zi? " - 0S
Applicant/Owner e e) County: ravtvi
Investigator. IJa .;r j5; %. State: /V G
Do Normal Circumstances e)ost on the site? No Community ID: h 1 h c
Is the site significantly disturbed (Atypical Situation)? p
Yes ( Transect ID:
Is the area a potential Problem Area? ?
Yes Q?1o Plot ID:
If needed, exmlain on reverse.)
VEGETATION
Dominant Plant Soecies Stratum Indicator Dominant Plant Soecies Stratum indicator
1. /14.quj '9Van6i- ,- Fac6t 9.
OY&
2. Ot, evcHs L''
T-
?aCft
10.
'
T
3. ayj" . u:. C?rOJvCtatih_' T N? 11.
4. 14CCY _QacCn4)'- 12.
5. I?nuS Tae.j. Fay 13.

6. ?n'cewG ?GVOnicct -
14.
7. 15.

Percent of Dominant Species that are OBL, FACW or FAC
(e)cludinp FAC-). Q?
/ b
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
- Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ Other _ Saturated in Upper 12 Inches
- No Recorded Data Available - Water Marks
_ Drift Lines
_ Sediment Deposits
Feld Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: (in.) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Sod: (in.) - Other (Explain in Remarks)
Remarks:
B2 Appendix B Blank and Example Data Forms

SOILS

Map Unit Name
(Series and Phase):' 11017 C 0/
Drainage Class: Yy
Taxonomy // ) 1 Field Observations
my (Subgroup): I L art A7G 1Li N /T Confirm Mapped Type? Yes
Profile- De crintion-
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) l`brimn ICYhaseli b&stt IMunsee moist) Sin/Contrast
(` ; - Stnrctur At
1 16 LDm ? n r me
r ? M ..,rc, Sp, c
u o y? -1279 ??a
hydric Soo indicators:
_ Hstosol
_ Histic Epipedon
_ SUlfidic Odor
Aquic Moisture Regime
_ Reducing Conditions
Gleyed or Low-Chroma Colors
I Remarks:
Concretions
_ high Organic Content in Surface Layer In Sandy Soils
_ Organic Streaking in Sandy Soils
_ Listed on Local I ydric Sods List
_ Listed on National Hydric Soils List
Other (E)plain in Remarks)
Approved by HOUSACE 3192
Appendix B Blank and Example Data Forms 63
WETLAND DETERMINATION
W1 jo
f fed
.? f i• of ? ? ` '?, ?i?,lU.,., )?' ? .? ?(• `r ?;•, ? i
\q•! ? !1 ? ?1/ v? ? t ` ( ! 4 i^?.? ; \ ? '?V `>f?\ ' i (?? i` I : f • 1 ?y ? ..? ?~?l ?n' / r 11l f ' 'll/
M t , k / ?r• ?? ( 3?
f ? ? ? `.? -? ?•)f? ,?" --, `ill -'r
u .? - J? ?? ?' ? r.-,, ,???--,7 7 ?' ,\ % ' ? jJf ? f i ! ,?? t (C_.-, E?%?,.•`y C'? ?((l :??'" i?
r7 1
ILL
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rl-I
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l '•_? ( \??`J t r ??? l h t F(`'?J 1 \\? 1 t ??ti T i_ V
r
3-D TopoQu7ds Copyright 7 1419 DeLots+e YitBOuth: 41 0106 Soutce Data: DSOS 700 Et Sule: 1 : 17,540 Detail: 13-5 Datul: @L^14
Mar) - Guu l

i/
"oaf Od T?
6 elkwd)?-
1t ?- L
Ap "-04-05 04;39P
April a• 2005
TO: Appian Consull;ng Engineers. P.A.
225 Hillsboro Place suite 260
Raleigh. Ncrth Ca-aiina 27803
FROM: Ct M N KS??Yx S
Cosa 2a1r.,J Sc,.•.a\r,?.?_ ,?.
as owner concerning the property on
Cdo hereby authorize and give permission for Appian
Consulting Enginssrs to represent or act as agent on my behal and apply for a pfeconstruction
notification or permit and allow The ?1S Anny Corps of engineers or NC Division Water Quality
r ;g GsfiarM
a• any ;her reguiai8rj( a;srwr " ' i? r" t. PSM;;ZtJ f1 ' `ct °ou"C ,. h PL^',, 322Q = n9C_EEd,
w go W---, ?
the job tasks
(Name. Addrets and Phona No below this line)
=P 7
/65-
P.
9/ y Yi 7 (? o 7" Ma6r le
o?oF war FgQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
r r Colleen H. Sullins, Deputy Director
> -.I Division of Water Quality
o ?
March 7, 2005
Mr. John R. Davis, Jr. LSS
Appian Consulting Engineers, PA p S
225 Hillsborough Place, Suite 260 l
Raleigh, NC 27603 eJ
f TPBRRO 05-057
BASIN:
Neuse Tar-Pamlico X
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name:
Flat Rock Road
Location/Directions: North of intersection of NCSR 1625 and NCSR 1630, east of NCSR 1623 in Eastern Granville
County.
Subject Stream UT to Tar River
Date of Determination: 3/1/05
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject Not
Contested X
B Not Subject X

RN aleigh Regional Office 1628 Mail Service Center :N DEN
Water Quality Section Raleigh, NC 27699-1628

phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
County: Granville
` ti ,may ..
S`i?Fc
3/7/2005
Page 2 of 2
} ..

This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
4 '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 clo Cyndi Karoly, DWQ Wedands1401 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 ad judicatory 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 150B of the North Carolina General Statutes to the Office of Administrative Clearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respee ,
Eric W. Kulz`- '
Environmental Spec. III
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Granville County
Raleigh Regional Office 1628 Mail Service Center DE NR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748.
AIA,44 '\ \ c. •_. ; ?, \? , ? _;i;.>?? ,? i--i? emu. i =•J',1('.?`J? ?r `.. .. -
1) L , ^-> - f f ` O i -•? ?=?1 (I Its .1 ??1 /? \A
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V ?.J?v ice' ( f ,•, ..t? ,•,\__ , `? ?, r? I G? ?' F ?1?? f "?.\^??? J •? t
IN f
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j\ ; ('? .? ti r; •? (/ ((lam (??? ' ??`?
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3-D topoQuads Copyctght D Oil De6ocse larmuth; 41 05056 Source Data: OSQS -{100 ft 3W e: 1 11,500 Detail: 13-5 Datuc Nall
MAC - 1 LUUJ
31 ?s
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200521277 County: Granville U.S.G.S. Quad: Wilton
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: C & M Investments
Address: Attn: Mr. Shane Mitchell, 650 John Sandling Road
Franklinton, NC 27525
Telephone No.: 919494-1041
Size and location of property (waterbody, road name/number, town, etc.) The property consists of 52 acres
located on the east side of NC Ili2hway 96, north of SR 1623, in Wilton, Granville County, North Carolina.
Indicate Which of the Following Apply:
_ Based on preliminary information, there may be Waters of the US, including wetlands 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 Waters of the US, including wetlands 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 Waters of the US, including wetlands 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.
X The Waters of the US, including wetlands 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.
The Waters of the US, including wetlands have been delineated and surveyed and are accurately depicted on
the plat signed by the Corps Regulatory Official identified below on _ Unless there is a change in the law or
our published regulations, this detoanination 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:
Date 2 Sep 2005 Expiration Date
Page 1 of 2
Action Id. 200521277
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 Jean Manuele at 919-
876-8441, Ext. 24.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual and is adjacent to stream channels located on the property. The stream channel on the property is an
unnamed tributary to Sand Creek which flows into the Tar-Pamlico River and ultimately flows to the Atlantic Ocean
through the Tar-Pamlico in North Carolina
Corps Regulatory Official (Initial): cs, V--) ?
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.
i CF: Mr. John Davis, Appian, Consulting Engineers, PA, 225 Hillsboro St., Suite 2% Raleigh,
NC 27603
Applicant: C & M Investments File Number: 200521277 Date: 2 Se 2005
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information maybe found at http://«,?N?v.usace.,innv.mil/inetlfunetions!cw/cccti"°o;rea or
Corp s re ulations at 33 CFR Part 331.
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
informaiion for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUES`T` FOI:APPEAl1 or OBJECTIONS TO AN INITV?L PROFFERED PERMIT
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.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
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:
Jean Manuele Mr. Michael F. Bell, Administrative Appeal Review
151 Patton Ave Officer
RM 208 CESAD-ET-CO-R
Asheville, NC 28806 U.S. Army Corps of Engineers, South Atlantic Division
828-271-7980 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
DWQ Project No. 0,9 Lk
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMA T IOPI (please complete the follov,^:ng information):
Project Name : BRvo Ks DA?r suBD? vrsrv nl
Contact Person: lCf/R? R /doss Phone Number: ( 219) $5io - 3/?8
Level Spreader ID:./
Level Spreader Length /3 tt•
Drainage Area O. 3 & ac.
Impervious Area Qo6 ac.
Maximum Filter Strip/Buffer Slope ?G y %
grass
Max Discharge from a 10 Year Storm D . 9 S cfs
Max Discharge to Level Spreader 0.96 8 cfs
Filter StripBuffer Vegetation tic K core
pre treatme or Bypass Method
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(60/6 for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure detail s, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package vAll resuft in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
m m Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
fitter.
N/g_ Pre-Form Scour Holes are on flat slopes only
rnrl No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
'.' 1A Bypass method is specified (if applicable) and plan details and calculations are provided
MITI Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
am No structures are located in protected buffers.
P Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used or, slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass d designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
!. PROJECT INFORMATION (please complete the follawirG Information):
Project Name : , LI 80 v 5 ^? phone Number: (_9r 9 1 55l0 -3i?8
Mrt ?Ha>: I ? A_-Mo55
Contact Person:
Level Spreader ID:. -e- y
Level Spreader Length ft.
Drainage Area 0,36 ac.
Impervious Area
Maximum Filter Strip/Buffer Slope n olo ac.
//1.7
grass
cfs
Max. Discharge from a 10 Year Storm d_ g $

ax. Discharge to Level Spreader

IS
o. 98
c
e
Filter Strip/Buffer Vegetation -?1/GL core
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-fret Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a an submi requirement has not been met, attach an explanation of wiry. At a mini showing ailstBr ?t mtntre details?a inclu detaileddes
a worksheet for each BMP, design calculations, plans and specifications
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aaalicants Initials
m m Level spreader is at lest 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
-- litter.
N/A Pre-Form Scour Holes are on flat slopes only
m m No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
m M Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
f,2 L/ No structures are located in protected buffers.
l?/f} Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas %tith leaf littler cover or en slopes of up to 25% in areas ally in thick ground cover or grass if desied according to the Draft Level
m area.
In any event the second level spreader cannot be located in Zone 1 of a pro ected bufferr
minor variance in protected buffer area
DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the eltovt; g "tcrntaLon):
Project Name : BR?oKSD ?E Su8
19i 9 ! 55(0 -3/ ?S
Phone Number.
Contact Person: mIGN?E? A /x1055
Level Spreader ID: •3
Level Spreader Length 17- ft.
Drainage Area 0,3Z- ac.
Impervious Area (1.05 ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm o Lo cis
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation Tf/?? CarE?
(perpendicular to flo;m)
(on-site and off-site drainage to the level spreader)
(on-site and off -site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-tre t or Bypass Method
It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, complete stBMP and outlet went pl en submitt a includles
a worksheet for each BMP, design calculations, plans and specifications showing ?
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package wilt result in a request for
additional information and will substantially delay final review and approval of the project
Applicants initials
maz -Level spreader is at least 13 fL per cis for thick ground cover or grass or 100 ft per cis in canopied forest with le
litter.
1111.4 Pre-Form Scour Holes are on flat slopes only
__-,2A-No structures are located in protected buffers!
If bypass method specified in the Draft Level Spreader Design Option Document:
/v /A Bypass method is specified (if applicable) and plan details and calculations are provided
m f Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
/y_t' No structures are tocated in protected buffers.
,Qj fy Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
! Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
protected b requires
m area.
with ground pr areas. In any event the second level sp eader cannot be located in zone 1 of a potentially
minor variance ance in protected buffer
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 8ROOIZ50,01-E 6060) v/S/off
Contact Person: Via- A, m os 5 Phone Number: (J/ 2) X56 - 3i?1.
Level Spreader ID:. -d-- y
Level Spreader Length 1Z ft.
Drainage Area v , 3 2 ac.
Impervious Area &(25 ac.
Maximum Filter Ship/Buffer Slope 1(,-.7 %
grass
Max. Discharge from a 10 Year Storm 0.20 cfs
Max. Discharge to Level Spreader /2. 92> cfs
Filter Strip/Buffer Vegetation 711IG K co?F./ -
(perpendicular to flow)
(on-site and off site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre treatment o Bypass Method
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stonnwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Apolicants Initials
Mtn Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cts in canopied forest with leaf
litter.
WIA Pre-Form Scour Holes are on flat slopes only
MM No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
///A Bypass method is specified (if applicable) and plan details and calculations are provided
m nor Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Office Use Only: Foorm Version April 2001
USACE Action ID No. DWQ No. 0?Z451 / !• 2-
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
Z Section 404 Permit
Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
H. Applicant Information
f ROM=
1. Owner/Applicant Information JAN 1 2 2006
Name: Shane Mitchell
Mailing Address: 650 John Sandling Rd. wrn LNG. wATT QUALITY
Franklinton, NC 27525 RANCH
Telephone Number: 919-494-1041 Fax Number: 919-494-1417
E-mail Address: izhiIII996(@.aol.com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: John R. Davis Jr.
Company Affiliation: Appian Consulting Engineers
Mailing Address: 225 Hillsborough Place Suite 260
Raleigh NC 27603
Telephone Number: 919-218-3352 Fax Number: 919-833-2499
E-mail Address: idavis(a7apoianengineers com
Page 3 of 12
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: Brooksdale S/D
2. T.I.P. Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): NA
4. Location
County: Granville Nearest Town: Franklinton, NC
Subdivision name (include phase/lot number): Brooksdale
Directions to site (include road numbers, landmarks, etc): From Raleigh, travel US 1 north
to NC Hwy 96 and turn left Travel to intersection of Hwy 96 and NC Hwy 56 (Wilton).
Cross Hwv 56 and travel north on Hwy 96 about 2 miles Turn right on Philo White Rd,
Travel about 2 miles and turn right on Flat Rd. Site is 1/2 mile on left.
5. Site coordinates, if available (UTM or Lat/Long): N 36* 10'0.9" / W 78* 33'0.3"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Mixed forest with old logging road.
7. Property size (acres): 53 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Tar River 1 mile to north
9. River Basin: Tar-Pam
Page 4 of 12
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http?/r"h2o enr state ne.us/adminimaDS .)
10. Describe the purpose of the proposed work: To construct a road to access property on
north side of stream.
11. List the type of equipment to be used to construct the project: Bulldozer Grader, and
Backhoe
12. Describe the land use in the vicinity of this project: Forestry and Agriculture
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.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 5 of 12
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

l th
t
h
i
l
a
anne
stream c
a
No wetlands in area of road crossing, only buffered perenn
ld Off
l Fi
i
ice
ona
e
has been verified and approved by Eric Kulz Raleigh Reg
DWQ and Jean Manuele, US Army COE.

t
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cleanng, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online atbtip://www.fema.go .
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Grade / Fill 135 UT to Tar River 8' Perennial

ators from bank
disi
t and ener
l
ith
t
d
i
p
gy
ver
cu
w
mpac
e
Total Stream Area
Calculation based on 8-
0248 acres
f
t
0
1080
l
.
or
ee
.
square
s
to bank equa
th
l
t
f
t
d 135
id
h
.
eng
ream
ee
s
an
-
t
foot average stream w

i
t List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rup,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 6 of 12
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
n??lv,uses. Doti. Several intemet sites also allow direct download and printing of USGS maps (e.g., WN-k- AOllOZOnZ.Cnil',
www.map(tuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 135'
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on'map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond estuary, sound
bay. ocean, etc.)

NA NA NA NA NA

__i..a_ i....... ..,.t 1:. ..;tal t.,- Gill -vntinn rtrartoinQ
* List each impact separately and identity temporary tmpacls. unpacu uiciuuc, qua
flooding, drainage, bulkheads, etc.
4. 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
i
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
This crossing is located in a narrow section of stream where relief is steep to minimize fill.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP. must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at ilttT)://112o.enr.state.nc.ushcm/index.litni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):-
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No N
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 N
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 (DWQ Only)
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.
Page 9 of 12
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X No 0 If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount 'of. mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 6300 3
2 4200 1.5
Total 10500
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Erosion and Sedimentation control plan utilizes sediment basins outside of the buffer to catch
sediment laiden runoff. A level spreader has been sized and located at the end of the sediment
basins to establish sheet flow back into the stream buffer area. See attached level spreader
worksheet and Operation and Maintenance Agreement dated January 11, 2006. See table of
proposed impervious surfaces on plans --
XII. Sewage Disposal (DWQ Only)
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.
Page 10 of 12
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Revised PCN application following a plan review meeting on January 11, 2006 with Shane
Mitchell Mike Moss and John Davis.

Signature
Applicant/Age Date
(Agent's signa valid only if an authorization letter from the applicant is provided.)
Vreis
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander
US Army Corps of Engineers Avery
151 Patton Avenue Buncombe
Room 208 Burke Cherokee Iredell Mitchell Union
Clay Jackson Polk Watauga
Cleveland Lincoln Rowan Yancey
Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus
Telephone: [phone] Caldwell
Fax: [phone] Catawba Graham Madison Stanley
Haywood McDowell Swain
Henderson Mecklenburg Transylvania
- Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 - Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Page d l of 12
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
1 2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name:
Title:- r-?tie r C?s rvr,
Address: ?SaS-
Phone:
Signatu
Date: b
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ?VYCWU a Notary Public for the State of cl ,
County of hereby certify that
personally appeared before me this 1 day of - ? , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance quirements. Witness my hand and
official seal,
f a\NE R. F?
?, ??Saq? F9
UB0G v.
cou
SEAL
My commission expir(' i
Page 1 of 1
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V V
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: /+"l ik cll s;ll? =14 Raa Date:
Applicant/Owner: une ' 14TfcA--11 County: r7ya+,n1l4
Investigator: T11n u,,;-.r Er%c BQ%lcu State: N C
Do Normal Circumstances ebst on the site? Ye No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes . Transect ID:
Is the area a potential Problem Area? Yes . No Plot ID:
(If *needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. ! "nu OgAY),50 ?Vanica _7' ac%../ g,
2, i /GUr w F V Fk G 10.

14 )F;C acra o to { _ ?qG
3. D
11.
i
nul GGYOliryov?a l a
4. LQrD 12.
/
?
5. iY00?Pv?Gt?Ow ?' CIF F°c 13.
s. P,hur foe a T Fae 14.
7. 15.
B. 16.

Percent of Dominant Species that are OBL, FACW or FAC /0 I1 V11 y0
(excludin FAC-).
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, take, or ride Gauge
_ Aerial Photographs
Other
?Aecorded Data Available Wetland Hydrology indicators:
Primacy Irdcators:
?inundated
21-aturated in Upper 12 Inches
_ Water Nbrks
_ Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
I Secondary Indicators (2 or more required):
Depth of Surface Water. (in.) _ Oxidized Root Charnels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: (in.) _ local Sal Survey Data

De
o FAC-Neutral Test
pth t
Saturated Sod: y (in.) _ Other (Explain in Remarks)
Remarks:
B2 Appendix B Blank and Example Data Forms
SOILS
Map Unit tbna
(Series and Phase): V ?q G 0 0
'
,
?/1/e
Draina
Cl
Y
Tamnomy (Subgroup): Oic /\ G ge
ass:
M a a Field Observations
!a

vu Confirm MaPPed TYPe7 Yes NO
?
Profile Dec rintion•
Depth Ma Viz Color
(inches) f-bd72n LhkUM2ll Moistl
Mottle Colors Mottle Abundance! Tetture, Concretions,
fM rns ll Mnictl GizerContnist Structure etc

0-3 A S Y
R _
?
L
l
c Sl
? ??
_
i
t
V ?r 2 ?^ Q r S
L/Cr.L&, Lvg. n 6r1 SC' G)Cl L. L (. d G r
Hydric Soo Indicators:
Fistosol
- Fistic Epipedon _ Concretions
_ Hgh Organic Content in Surface Layer In Sandy Soils
_ Sulfidic Odor
?Aquic Moisture Regime _ Organic Streaking in Sandy Sofls
_ Listed on Local Hydric Soils List
Rzducing Conditions
1ZGleyed or Low-Chroma Colors _ Listed on National Hydric Soils List
_ Other (E>plain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? fe-, No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Approved by HQUSACE 3/92
We-_ -I--,
Appendix B Blank and Example Data Forms B3
C?
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual
Project/Site: _ ln;" ed `:71-4e A-14 ?04 C Date: 4 "-C-- 0S
Appiicant/Owner. Ctie 1 County: ravi v;
Investigator: <Th., /Ja,r F%?
v llgi e4 State: Al(::.
Do Normal Circumstances east on the site? No Community ID: G(? h c
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes Q?lo Plot ID:
If needed, emlain on reverse.
VEGETATION
Dominant Plant eci s Stratum Indicator Dominant Plant Soecies Stratum Indicator
t._/`a'Au9war)6i4 is _7 Fac.u
s.
2. evc.".r Oym
I FaCK 10.
3.?kJe.. "-
C7w T /VI 11
//
4._ GCY
CG/7gruw
T " = .
12.
4
? L r
5. / rv+uS TA e. 6a
F, r
13

6. Len-GCMG aeoHIGCL .
14.
7. is

8. .
16
.
Percent of Dominant Species that are 06L, FACW or FAC
(e)cludinq FAG-).
Yb
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
- Stream, Lake, or Tide Gauge
_ Aerial Photographs
_ Other
_ No Recorded Data Available Wetland Hydrology Indicators:
Primary lr4cators:
_ Inundated
-Saturated in Upper 12 Inches
_ Water Marks
Drift Lines
_ Sediment Deposits
Feld Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.) Oxidized Root Channels in Upper 12 inches
_ Water-Stained Leaves
Depth to Free Water in Pit- (in.) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: (in.) _ Other (Explain in Remarks)
Remarks:

E32 Appendix B Blank and Example Data Forms
SOILS

Map Unit Name
(Series and Phase): A67 C 01 61
/ Drainage Class:
Taxonomy (Subgroup): 7C /L4 rt HG 1N N I Field Observations
Confirm Mapped Type? Yes
Profile Dpcc riotion•
Depth
fin_ ches) Matrix Color
l-brimn Lhitmsell Moietl Mottle Colors Mottle Abundance/
munsen Moi
tl Texture, Concretions,

r' s
Sin/ .ontrast Stroct it t

10
7 fl `?N
/ .,S `?2 ??0 lore nr r>k?

rn
• sbl
?(
t

I
1 16
6.,
YK S sra o ,???
L
_„
G(
.1/ 0 y? _ll7 YR l1 ??? ?',.?c sbl
+It
-? G
c
.
m?

Hydric Soil Indicators:
_ Hstosoi
Histic Epipedon
_ Sulfidic Odor
Aquic Moisture Regime
_ Reducing Conditions
Gleyed or Low-Chroma Colors
Remarks:
_ Concretions
_ Hgh Organic Content in Surface Layer In Sandy Soils
_ Organic Streaking in Sandy Soils
_ Listed on Local HAric Sods List
_ Listed on National Hydric Soils List
_ Other (E)plain in Remarks)
Approved by HOUSACE 3192
Appendix B Blank and Example Data Fors 63
WETLAND DETERMINATION
Hatt J U61
Ali
• ' , o I l , Cl ?, i -- ) 7; ? `?, ? ?, ? ? --?\ ? ? to rt, ??.?? °=-
t
?? rj - ?\?? 6ft? ? . ??•r? t err'.
lip
- •'? l I /' ??• i 4 `???`••.' \rl? ,? ,? ? "'rte - ?l ??*I ?1 ? ??j
\? S •, f` ?(i ?^ j ? l 4 it r,v? `) `, ?, '-1/1 ? I 1 r t r? ? 7 . ?i?? ' " ?: `t ?tt ? ,
/\f ``'''/?? ?i ? ? - \` ? \ ? ? ,,_`??-??(i ? •/ 1l 1, J?? 3,\\\ ? ? ??•; `r+ ?
x PO ?1,
1
lyr;J ? ' -? ? } ( Imo' ,?`!7 7 : '?' ` 4 f/?'??r?, `• ` ^t•??C ?' ,(?r?''?y C'V f?? ?-??`l kn
?? n 3? !?? ? AVO
10 e
- l ?' I?IF/ r'tL4tXJ?/1?•'•? ._ t `? `?vv y f? •/S ,'J l/ .i \ ' ? ???. J ? /i 11? 1J / )
0
i
3-0 TopoQusds Copyright 9 Uff DeLorm Yot>.outb: 41 0406 Source Data: ISGS
t

41/
?r! 1 ? ?? `,.I _-\?, •?? %1_ti~ Vii. ? J ` ?Jti?•? i.?ii
I ft iC11e: 1 11.640 Dttlil: 13-5 Utut: BGS11
? t..
MAR - L?Uj
;TL?
P4-?
.U "
Apv--04-05 04:34G'
April 4. 2005
TO: Appian Consulting Engineers. P.N.
225 Hi!laboro Place site 260
Raleigh. North Ca•ciina 27803
FROM: Ct M rr us?vw s _ _
5?'.t rxNi.1ti%-' I1 ' K?
t ti.,J4c 1s??lt?.a ri•C, a'1
1 , as owner concerning the property on
G- , do hereby authorize and glue permission for Appian
Consulting Enginesrs to represent or act as agent on my beha'f and apply for a preconstruction
notification or permit and allow The t,?S Army Corps of engineers or NC Division Water Quality
or ny ,'her re uiaEbr r - ^- ^.?- „-
a c, g ji a;6 C' w go u ••a w YB.il cr such ? . rv3c'a _S''@?^='r?? :9 GBifOnri
the job taSKS

(Game, Address and Phone No below this lined
?VW
t
=

7P
'Y1 -7 - (o7
/65-
P.

??F WA7-F9 Y William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
10 Q6
Alan W. Klimek, P.E. Director
co r Colleen H. Sullins, Deputy Director
> Division of Water Quality
Mr. John R. Davis, Jr. LSS
Appian Consulting Engineers, PA
225 Hillsborough Place, Suite 260
Raleigh, NC 27603
BASIN:
NP11 CP.
March 7, 2005
Pik, IV161;,
3f a19 V
Tar-Pamlico X
TPBRRO 05-057
County: Granville
(15A NCAC 2B .0233)
(15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Flat Rock Road
Location/Directions: North of intersection of NCSR 1625 and NCSR 1630, east of NCSR 1623 in Eastern Granville
County.
Subject Stream UT to Tar River
Date of Determination: 3/1/05
Feature Start Buffer
GPS Points (if
r End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject Not
Contested X
B Not Subject X

St
Raleigh Regional Office 1628 Mail Service Center N ENR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
3/7/2005
Page 2 of 2
This on-site determination shall expire five (S) years from the date of this letter. 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 r/o Cyndi Karoly, DWQ Wetlands1401 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 ad judicatory 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 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respee ,
Eric W. Ki k___?
Environmental Spec. III
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Granville County
Raleigh Regional Office 1628 Mail Service. Center NCDENR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service,
facsimile [phone] 1-877-623-6748.
l
`.. YOMe
L 1 r (ti j If /1Lfem. , \? , i / -J
?j^` _ i 'J /?'? 1?l ?'i '??? ^???? `? tip
O`L^? Il!C'?
?? ? ? ( ••, ? f u r'te' ? , o
1n -?J t
•---% ? r? `\ f ? ?r1 E } \ i, i U ? X435c?
? / lam/ ?`?,l 1^ o O ?j? ?/ ?`'??'? ? ``' ? rJ•:?? ??,i t (
J-D TopoQuads CopgttgCt 7 Uff DeLone Tanouth, a 0409f Soutee Data: ISGS 700 ft kilt: 1 17,540 Detail: U-5 Ditut: M14
MAR - 1 cw?
31 ?s
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200521277 County: Granville U.S.G.S. Quad: Wilton
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: C & M Investments
Address: Attn: Mr. Shane Mitchell, 650 John Sandling Road
Franklinton, NC 27525
Telephone No.: 919494-1041
Size and location of property (waterbody, road name/number, town, etc.) The property consists of 52 acres
located on the east side of NC Highway 96, north of SR 1623, in Wilton, Granville County, North Carolina.
Indicate Which of the Following Apply:
_ Based on preliminary information, there may be Waters of the US, including wetlands 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 Waters of the US, including wetlands 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 Waters of the US, including wetlands 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.
X The Waters of the US, including wetlands 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.
The Waters of the US, including wetlands have been delineated and surveyed and are accurately depicted on
the plat signed by the Corps Regulatory Official identified below on _ Unless there is a change in the law or
our published regulations, this detmuination 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:
Date 2 Sep 2005 Expiration Date
Page 1 of 2
Action Id. 200521277
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 Jean Manuele at 919-
876-8441. Ext. 24.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual and is adjacent to stream channels located on the property. The stream channel on the property is an
unnamed tributary to Sand Creek which flows into the Tar-Pamlico River and ultimately flows to the Atlantic Ocean
through the Tar-Pamlico in North Carolina
Corps Regulatory Official (Initial): C!?.kS
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: Mr. John Davis, Appian, Consulting Engineers, PA, 225 Hillsboro St., Suite 260, Raleigh,
NC 27603
Applicant: C & M Investments File Number: 200521277 Date: 2 Sep 2005
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies 3rour rights and options regarding an administrative appeal ofthe <<ho?c
decision. Additional infonnation may be found at http'.i'iNv«,\v.usace,ai-iny.mil/inet/functions/cNv/cec`vo; real or
Corps regulations at 33`CFR Part 331.
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 H 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 engineef 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 H 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 H 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.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERWT
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.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION.
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:
Jean Manuele Mr. Michael F. Bell, Administrative Appeal Review
151 Patton Ave Officer
RM 208 CESAD-ET-CO-R
Asheville, NC 28806 U.S. Army Corps of Engineers, South Atlantic Division
828-271-7980 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
j Atlanta, Georgia 30303-3490
DWQ Project No. - o 0 S/ " J ? -
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 8Roo K5 0AL,e .5ci6D1 vrsrai,)
Contact Person: In eAp L A. InO65 Phone Number: {9? } $5(,-3???
Level Spreader ID:. -"-/
Level Spreader Length 73 ft.
Drainage Area O. 3& ac.
Impervious Area QOG ac.
Maximum Filter StriplBuffer Slope /L. 7
grass
Max. Discharge from a 10 Year Storm 0-93 cfs
Max. Discharge to Level Spreader 0,16 cfs
Filter Strip/Buffer Vegetation
12y'rA
-r1ic K c
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre treatme or Bypass Method
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package vAI result in a request for
additional infomnation and will substantially delay final review and approval of the project.
Applicants Initials
m m Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
fitter.
N/g Pre-Form Scour Holes are on flat slopes only
mm No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
'11A Bypass method is specified (if applicable) and plan details and calculations are provided
m M Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
ram No structures are located in protected buffers.
N, P Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
vrith thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete t`ie following information):
Project Name : 1090 SOp?a BD v 5 ^? phone Number: 9i 9) s -3r?8
Contact Person: /Yl iG4l A!: t_ A Mo55
Level Spreader ID:. ?61- y
Level Spreader Length 3 ft.
Drainage Area o. 3 ac.
Impervious Area o? -- ac.
Maximum Filter Strip/Buffer Slope 7 %
grass
Max Discharge from a 10 Year Storm rJ , 9 8 cfs
Max Discharge to level Spreader o. 98 cfs
Filter Strip/Buffer Vegetation /GG core
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)`
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment Bypass Method -
II. REQUIRED ITEhAS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet stricture details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submiittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
AnpGcants Initials
In m Level spreader is at least 13 fL per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
m m No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
/111 Bypass method is specified (if applicable) and plan details and calculations are provided
m M Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
M Irl No structures are located in protected buffers.
/i2jf} Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER (WORKSHEET
1. PROJECT INFORMATION (please complete the folio ti, y informa'on):
Project Name : BRUOKSD cE Su
Contact Person: m eW4154 Q moss Phone Number: (g? 9 1 ss? -3/ ?3
Level Spreader ID: _-6&3
Level Spreader Length 2- ft.
Drainage Area o.37- ac.
impervious Area . 05 ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm y . 90cis
Max. Discharge to Level Spreader 0190 cis
Filter Strip/Buffer Vegetation -7h-V-4 Ca?R2-
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)`
(thick ground cover or grass, canopied forest with leaf Utter
groundcover)
Pre-treatm or Bypass Method
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met attach an explanation of why. At a minimum, a complete 510imWatand managestructure ment plan de aimisaa includles
a worksheet for each BMP, design calculations, plans and specifications o wilt result a a request for
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package
additional information and will substantially delay final review and approval of the project.
Applicants Initials
m/?Z Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with lea
litter.
1111.4 Pre-Form Scour Holes are on flat slopes only
n1 No structures are located in protected buffee
If bypass method specified in the Draft Level Spreader Design Option Document:
,v /A Bypass method is specified (if applicable) and plan details and calculations are provided
m n1 Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
/Y1 M No structures are located in protected buffers.
Y-&Plan details for the bypass and outlets are provided.
_ The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas Wth leaf littler cover or on slopes of up to 25% in areas
vrth thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : B•?oO?SD,scE 50801 v1S10,J
Contact Person: rn?r l/Ari A, m os 5 Phone Number: (Jl g) 5 S - 31ZE
Level Spreader ID:
Level Spreader Length 12-- ft.
Drainage Area Z;, 32 ac.
Impervious Area 4.05 ac.
Maximum Filter Strip/Buffer Slope 1G.7 %
grass
Max. Discharge from a 10 Year Storm 0.90 cfs
Max. Discharge to Level Spreader 0. 9o cfs
Filter Strip/Buffer Vegetation 7t/iG co?ER-
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment o Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met attach an explanation of wiry. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
y!o rr? Level spreader is at least 13 fL per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
fitter.
WIA Pre-Form Scour Holes are on flat slopes only
M M No structures are located in protected buffers!
If bypass method specified in the Draft Level Spreader Design Option Document
I//a Bypass method is specified (if applicable) and plan details and calculations are provided
m n t Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
M M No structures are located in protected buffers.
,?/? Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. ns-alll 2-
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the, approval(s) requested for this project:
0 Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 3
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? p
II. Applicant Information
W %__7 LsuvLig 09
JAN 1 2 2006
1. Owner/Applicant Information oENR
Name: Shane Mitchell WETLaND$ euwATER QUALfrv
ice, "?niin? tK tl' ?IZMCH
Mailing Address: 650 John Sandlin Rd. -
Franklinton NC 27525
Telephone Number: 919-494-1041 Fax Number: 919-494-1417
E-mail Address: ghi111996@.aol.com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: John R. Davis Jr.
Company Affiliation: Appian Consulting Engineers
Mailing Address: 225 Hillsborough Place Suite 260
Raleigh, NC 27603
Telephone Number: 919-218-3352 Fax Number: 919-833-2499
E-mail Address: jdavisO.appianengineers com
Page 3 of 12
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.
Name of project: Brooksdale S/D
2. T.I.P. Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): NA
4. Location
County: Granville Nearest Town: Franklinton NC
Subdivision name (include phase/lot number): Brooksdale
Directions to site (include road numbers, landmarks, etc.): From Raleigh travel US 1 north
to NC Hwy 96 and turn left Travel to intersection of Hwy 96 and NC Hwy 56 (Wilton).
Cross Hwv 56 and travel north on Hwy 96 about 2 miles. Turn right on Philo White Rd.
Travel about 2 miles and turn right on Flat Rd. Site is 1/2 mile on left.
5. Site coordinates, if available (UTM or Lat/Long): N 36* 10' 0.9" / W 78* 33' 0.3"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Mixed forest with old logging road.
7. Property size (acres): 53 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Tar River 1 mile to north
9. River Basin: Tar-Pam
Page 4 of 12
(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,ne.us/adminimaps .)
10. Describe the purpose of the proposed work: To construct a road to access property on
north side of stream.
11. List the type of equipment to be used to construct the project: Bulldozer, Grader, and
Backhoe
12. Describe the land use in the vicinity of this project: Forestry and Agriculture
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.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
VI. Proposed Impacts to Waters of the United States/Waters of the State
it is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 5 of 12
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

l th
t
h
i
l
t
ff
d
l
i
b
a
ream c
anne
perenn
a
s
ere
ng, on
y
u
No wetlands in area of road cross
ld Off
l Fi
i
l
i
h R
l
R
E
K
i
ice
ona
e
g
eg
z
e
a
c
u
r
has been verified and approved by
DWQ and Jean Manuele, US Army COE.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htip://www.fema. eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Grade / Fill 135 UT to Tar River 8' Perennial

ators from bank
disi
acted with culvert and ener
im
A
T
t
l St
p
gy
p
rea
ream
a
o
Calculation based on 8-
0248 acres
feet or 0
l
1080
k
b
.
.
square
an
equa
s
to
th
feet stream len
d 135
idth
t
f
a
g
.
an
-
ream w
ge s
oot aver

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original.and relocated streams must be included.
Page 6 of 12
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
%7*AV% •.uses.eoc. Several internet sites also allow direct download and printing of USGS maps (e.g., NlAXA V t01)07011e,C011'-
%tiwu.mapct11eS1.c0 m etc.).
Cumulative impacts (linear distance in feet) to all streams on site:-J3 5'
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on'ma)
Type of Impact* Area of
Impact

(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound

bav, ocean, etc.)

NA NA NA NA NA

i_.. _ . 7:? . ?,.A r..• F.11 »finn ?rwjoina
* List each impact separately and identity temporary lmpacls. impacu uicluuc, uw cue not
flooding, drainage, bulkheads, etc.
4. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
j included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
This crossing is located in a narrow section of stream where relief is steep to minimize fill.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwettands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at nttp://h2o znr.state.nc.us,'«-miindeclltm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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.
Page 9 of 12
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X No 0 If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. Required
Zone* (squImact are feet) Multiplier Mitigation
1 6300 3
2 4200 1.5
Total 10500
* Zone 1 extends out 30 feet perpendicular from near bank of cnannei; tone /_ extenas an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Erosion and Sedimentation control plan utilizes sediment basins outside of the buffer to catch
sediment laiden runoff. A level spreader has been sized and located at the end of the sediment
basins to establish sheet flow back into the stream buffer area. See attached level spreader
worksheet and Operation and Maintenance Agreement dated January 11, 2006. See table of
proposed impervious surfaces on plans
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (n(5n-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Page 10 of 12
XIIl. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Revised PCN application following a plan review meeting on January 11, 2006 with Shane
Mitchell Mike Moss and John Davis.

/- /2 -v ?Applicant/ 's Signature Date
(Agent's si ature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren .
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Union
Watauga
Yancey
Wilson
Yadkin
Page 11 of 12
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name:
?tie r C_? N JerreN??
Title:
Address: l4 So 'So?.? \iwQ Z? . ?.??\; ???• C - 5-
Phone: 9 i-'I - y? 7^ o 7 3
Signature:
Date: " ?" . , \ b b
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, 01nt'? a Notary Public for the State of tV r1 `• _ ,
County of o hereby certify that
personally appeared before me this i I? day of -J ???-?' and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance quirements. Witness my hand and
official seal,
QStg\NE R.
vo pTA A ?CF9
. AUBV V
? cou
SEAL
u?u C
3c 0,
My commission expiry
Page 1 of 1
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Granville County Scale : 1 Inch = 553.3301 Feet. I?
COuntyMapper Date : 02/09/2005
December 003 'hrs mao is preoared for &w inventory a real prooeny round
urdun this )unsa CCon. and 6 Compied from recorded CeeCS.
Ctats and oth" DuOIC records and Cata. .:Sirs of tors mao
a* hemby.mcfwd''Ma[ _-4 akwTwnoonsd ;u& C prxnary :n.
'-toon swrc- should bra CMSWfed Af 'rM6=. of 'J11
.nftxmabon conhmed on this maD. '.'hra county nor USi...?. roes
21v? a 1) G ! ` ` T c D
fib-ozi n
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= .Sm411 G,,14? d
A 2 ?3 X314 ?3l? ?3G 1 61
p?t? Pl ? ?? Q a?? Pb??+ t C?a.??

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DATA FORM.
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: /y/i e// s148- ,Fla/Raa Date: 4 S OS
Applicant/Owner: axle ' 14;><e- County: I71u-?1?1
Investigator. Th n Cj L S _fyic Ba;l? y State: N c
Do Normal Circumstances east on the site? Ye No Community ID: Wk) ?.
Is the site significantly disturbed (Atypical Situation)? Yes . Transect ID:
Is the area a potential Problem Area? Yes c ? Plot ID:
If' needed, explain on reverse.)
' VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. r ?r LA n uwanica 1_ 4etn/ 9,
2. iIGtX
w Fg`^ V F4G 10.
/
3. y,•um acra?%.?oi Et4 _ Fa,-- 11.
4. ?arO;nur Gcrol wav?a % a 12.
5. c?¢..??o. ?n•?'v?ena ?_ FoC 13.
6. 10;h 7k-CA [ A_ ?
Fa e
14
_
7• .
1 s

8. .
16
.
Percent of Dominant Species that are 08L, FACW or FAG / / V n
(e)2ludinq FAG-). V 0
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake, or ride Gauge
_ Aerial Photographs
Other
Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
?? <. Inundated
?taturated in Upper 12 Inches
_ Water Waft
Drift Lines
_
_ Sediment Deposits
Field Observations: _ Drainage Pattems in Wetlands
I Secondary lndicators (2 or more required):
Depth of Surface Water. (in.) _ Oxidized Root Channels in Upper 12 Inches
Water-Stained Leaves_ _
Depth to Free Water in Pit: (in.) _ Local Sal Survey Data

D
h
o S
y _ FAC•Neutral Test
ept
t
aturated Soil: (in.) _ Other (Explain in Remarks)
Remarks:
B2 Appendix !3 Blank and Example Data Forms
SOILS
it Name J
and Phase):
Draina
Cl
I?e??
ge
ass:
1 Fleld Observations
ETamonoirny
(Subgroup): Z,Dr Confutn Mapped Type? Yes No
Profile Descrintion•
Depth Matrix Color
finchhes1_ 1•-brimn tMunsell Moist)
Mottle Colors Mottle Abundance! Texture, Concretions,
[Wnselt Moist) SinlContrast Structure <tc
0-3 _ A S

??? inC ? ?f L/C..L?r VG?n tic: -SC• ° Otli Lk- Gi.Q G C
l+ydric Sod indicators:
_ listosol _ Concretions
_ listic Epipedon
Sulfidic Odor _ Hgh Organic Content in Surface Layer In Sandy Soils

yzAquic Moisture Regime _ Organic Streaking in Sandy Sops
_ Listed on Local Hydric Sods List
°educing Conditions
ZGleyed or Low-Chroma Colors _ Listed on National Hydric Soils List
_ Other (E)plain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Y No (Circle) (Circle)
Welland Hydrology Present7 es No
Hydric Soils Present? a No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Approved by HOUSACE 3/92
71
Appendix B Blank and Example Data Forms B3
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

Project/Site: - n?U cd Date: OS
Applicant/Owner. e '_ l e) County: Yg y, 6, e
Investigator: 10,117' 1?%?
`a tai el, State: /VG
Do Normal Circumstances exist on the site? No Community ID: „
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes Q?lo Plot ID:
If needed, emlain on reverse.)
VEGETATION
Dominant Plant Soecies Stratum Indicator Dominant Plant $oecies Stratum Indicator
,. ndi4i a. 7- A-r- 9.
2. evcHs UOY& _-/I'- r4- 10.
3. yclc.. ?.:» 040y T NI 11.
4. AGCY SGCCA4y - T For 12.
D.. tL r
$, Pi n uS T4 e. du
F?
13.
6_?n%cCvG rLrtlanrGCt / AC 14.
7. 15.
8. 16.

Percent of Dominant Species that are OBL. FACW or FAC
(ercludinct FAC-).
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs
_ Other
_ No Recorded Data Available Wetland Hydrology indicators:
Primary Indicators:
_ inundated
_ Saturated in Upper 12 Inches
_ Water bhrks
_ Drift Lines
_ Sediment Deposits
Feld Observations: _ Drainage Patterns in Wetlands
Secondary indicators (2 or more required):
Depth of Surface Water. (in.) _ Oxidized Root Charnels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit- (in.) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: (in.) _ Other (Explain in Remarks)
Remarks:
B2 Appendix 8 Blank and Example Data Fortes
SOILS

Map LIM Name I
(Series and Phase): qC oLf Drainage Class: /_ .e I
/
Taxano
rtry (Subgroup): Z?or [ Field Observations
art ?7G/!cq - Confirm Mapped Type? Yes
Pf0tl1 DoecriDfi?n'
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions.
(in h sl HQdZ21L_ (Munsep Moistl WunseA kbistk Sin/ -ontraat Stnrctnr t
Lyq
_i b `? E :!,g YK S srtr co,?,??_ ?< < Sc 1 ?? ??r s; r
6C 0
Hydric Sop indicators:
_ Fistosol
_ Hstic Epipedon
Sulfidic Odor
Aquic Moisture Regime
_ Reducing Conditions
Gleyed or Low•Chroma Colors
Remarks:
_ Concretions
Figh Organic Content in Surface Layer In Sandy Soils
-Organic Streaking in Sandy Soils
- Listed on Local Hydric Sods List
-. Listed on National HArke Soils List
- Other (E)plain in Remarks)
WETLAND DETERMINATION
Hydrophytic Vegetation Present?
Welland Hydrology Present?
Hydric Soils Present?
Remarks:
Yes (Circle) (Circle)
Yes
Yes is this Sampling Point Within a Wetland? Yes N9
Approved by HOUSACE 3/92
Appendix B BW* and Example Data Forms 83
!

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Apr--04-O, 04;394P
April 4. 2005
TO: Appiar, Consu!!:ng Engineers. P.A.
225 Wlsboro Place suite 200
Raleigh, Ncrth Ca-ciina 27x33
FROM: C-t M 1ru _
toSa Zati.,,? Sa...a\r.;
l ,a as owner concerning the property on
t-\Cr f? i G?.;11P C. do hereby authorize a-d give permission for Appian
Consulting Enginesrs to represent or act as 39ant on my behalf and vpp!y for a preconstruction
notification or permit and allow The VS Army Corps of Engineers or NC Division Water Quality
or Pny ciher regui3E0ry d;;nC- iu y"C u„ "6112 tr SuCh N:.-F'3ee! __ IeC-._ WY O r.9?8rrr
the job tasty
(Name. Address and Phone No below this fine)
o7775'as"
0097 P.02
4 S-

91 y- yi7 (o 7f 10A1?
micnaei r. mabicy, vuvcinui
O?OF WATF?QG Y William G. Ross Jr., Secretary
,- North Carolina Department of Environment and Natural Resources
co 7 Alan W. Klimek, P.E. Director
r' Colleen H. Sullins, Deputy Director
> -? Division of Water Quality
March 7, 2005
Mr. John R. Davis, Jr. LSS
Appian Consulting Engineers, PA 1 O S
225 Hillsborough Place, Suite 260
Raleigh, NC 27603 3f 1
? TPBRRO 05-057
County: Granville
BASIN:
Neuse Tar-Pamlico X
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
Com Taint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Flat Rock Road
Location/Directions: North of intersection of NCSR 1625 and NCSR 1630, east of NCSR 1623 in Eastern Granville
County.
Subject Stream:
IJT to Tar River
Date of Determination: 3/1/05
Feature Start Buffer
GPS Points (if
rovided End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject Not
Contested X
B Not Subject X

Raleigh Regional Office 1628 Mail Service Center 1O E R
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
3/7/2005
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. 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 clo Cyndi Karoly, DWQ Wedands/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 waterfront the buffer rule may ask for an ad judicatory 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 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Resgec ,
Eric W. Kulz`-. '
Environmental Spec. III
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Granville County
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
ASOA
NDDEMR
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748.
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94?41'
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200521277 County: Granville U.S.G.S. Quad: Wilton
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: C & M Investments
Address: Attn: Mr. Shane Mitchell, 650 John Sandling Road
Franklinton, NC 27525
Telephone No.: 919494-1041
Size and location of property (waterbody, road name/number, town, etc.) The property consists of 52 acres
located on the east side of NC Highway 96, north of SR 1623, in Wilton, Granville County, North Carolina.
Indicate Which of the Following Apply:
Based on preliminary information, there may be Waters of the US, including wetlands 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 Waters of the US, including wetlands 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 Waters of the US, including wetlands 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.
X _ The Waters of the US, including wetlands 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.
The Waters of the US, including wetlands have been delineated and surveyed and are accurately depicted on
the plat signed by the Corps Regulatory Official identified below on _ Unless there is a change in the law or
our published regulations, this detmnination 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:
Date 2 Sep 2005 Expiration Date
Page 1 of 2
Action Id. 200521277
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 Jean Manuele at 919-
876-8441, Ext. 24.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual and is adjacent to stream channels located on the property. The stream channel on the property is an
unnamed tributary to Sand Creek which flows into the Tar-Pamlico River and ultimately flows to the Atlantic Ocean
through the Tar-Pamlico in North Carolina
Corps Regulatory Official (Initial): QS, VAV",
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: Mr. John Davis, Appian, Consulting Engineers, PA, 225 Hillsboro St., Suite 260, Raleigh,
NC 27603
A licant: C & M Investments File Number: 200521277 Date: 2 Se 2005
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
L PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http•//NN,-,vw.usace.army.mil/inet/f`unctions,/ew/cecwo!reL, or
Corps regulations at 33 CFR Part 331.
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 fmal
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 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.
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.
C
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.
SECTION II -REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERNLUT
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.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
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:
Jean Manuele Mr. Michael F. Bell, Administrative Appeal Review
151 Patton Ave Officer
RM 208 CESAD-ET-CO-R
Asheville, NC 28806 U.S. Army Corps of Engineers, South Atlantic Division
828-271-7980 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
DWQ Project No.` /' WS d) I L?
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the follodiag information):
Project Name : BRvOKS DAB su80i vision
(9i9}?5?-3i?B
Contact Person: 'yllCNftE` A. /nosy Phone Number:
Level Spreader ID:.(
Level Spreader Length 13 ft.
Drainage Area 0. 3 to ac.
Impervious Area CLOG ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm o - 9 S cfs
Max. Discharge to Level Spreader o . 9 8 cfs
Filter Strip/Buffer Vegetation -? ?"?IA
(perpendicular to Bow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)`
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre treatme or Bypass Method
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
all Bstomwate manag meant plan submittal includes
requirement has not been met, attach an explanation of why. At a minimum, a complete
a worksheet for each BMP, design calculations, plans and specifications
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package wilt result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
m Level spreader is at least 13 ft. per cfs for thick ground aver or grass or 100 ft per cfs in canopied forest with lea
litter.
N/4 Pre-Form Scour Holes are on Bat slopes only
mm No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
tl IA Bypass method is specified (if applicable) and plan details and calculations are provided
mm-Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
,4 m No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair. The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas ment
This with thick ground protected buffer areas. In any event the second level spreader ecannott be located inn Zone 1 of a protected buff fer area.
minor variance p
DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the follavving information):
Project Name : Roo ?A? 80 v 5 n?
Phone Number: (914 1 5510
Contact Person: M?G11A?? A Mo55
Level Spreader ID:. -Q-' Z_
Level Spreader Length /3 ft.
Drainage Area 0.36 ac.
Impervious Area __? toac.
Maximum Filter Strip/Buffer Slope ?a 7 %
grass
Max. Discharge from a 10 Year Storm lJ g g _-Gfs
Max. Discharge to Level Spreader o 98 cfs
Filter Strip/Buffer Vegetation .?i?C come
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf Utter
groundcover)
pre-treatment Bypass Method
fl. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a water
s and outlet structureplan sub sr? rd?d s
management requirement has not been met, attach an explanation of why. At a minimum, a complete l storm
a worksheet for each BMP, design calculations, plans and specifications showing al
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Apalicants Initials
M M -Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with !ea
litter.
N/g Pre-Form Scour Holes are on flat slopes only
„M m No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
r?iA Bypass method is specified (f aPO cable) and plan details and calculations are provided
rn M Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
/2 Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas ally inthick ground cover • In any event the second level sprede r cannot be located in Zone 1 of a p o ected b requires
m area.
minor variance in protected buffer areas
DVv'Q Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFOR"MATiO { (please complete U'2 follavirg inform pion):
Project Name : BRUOlK50 cF Sv
Phone Number. f 9i 9 ! S-56-
Contact Person: mlGw,g0L A /115
Contact
Level Spreader ID:.-d--3
Level Spreader Length /Z ft.
Drainage Area o.37- ac.
Impervious Area Os ac.
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm o . 9U cfs
Max. Discharge to Level Spreader 0.90 cls
Filter Strip/Buffer Vegetation 7?/i? Cad ?R? -
(perpendicular to flotj)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(61% for forested, leaf littler cover, 8% for thick ground cover)`
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
PLtrea:tm?ht or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet stricture details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package well result in a request for
additional information and will substantially delay final review and approval of the project.
AADplicants Initials
inn Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
11114 Pre-Form Scour Holes are on flat slopes only
m m No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Af /R Bypass method is specified (if applicable) and plan details and calculations are provided
m rvi Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
/n /?? No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
: Level spreaders in series can be used on slopes of up to 15% in forested areas ? th leaf littler cover or on slopes of up to 25% in areas
mina thick ground cover or grass if variance in protected buffer aroas In any event the second level sp eader r cannot be located in Zone 1 of a r te ected buffer area.

DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name: B?oo.?S09 06,O)vlSlotJ
Contact Person: lyl6 VI)aE A. mos 5 Phone Number: (J/ 2 -.31YIT
Level Spreader ID:. -d-- 7
Level Spreader Length /Z ft.
Drainage Area Z), 32 ac.
Impervious Area 2.05 ac.
Maximum Filter Strip/Buffer Slope 1 .7 %
grass
Max. Discharge from a 10 Year Storm 0.20 cfs
Max. Discharge to Level Spreader t2. 9o cfs
Filter Strip/Buffer Vegetation -77?1(-X C0457Z
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(S% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf lifter
groundcover)
PBypass Method
It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stonnwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet stricture details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
4plicants Initials
m!71 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
WIA Pre-Form Scour Holes are on flat slopes only
rw M No structures are located in protected buffers!
If bypass method specified in the Draft Level Spreader Design Option Document:
y4LA Bypass method is specified (if applicable) and plan details and calculations are provided
m rr Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
M M No structures are located in protected buffers.
wJ l Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
! Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Office Use Only: Form Version April 2001
05 /Z/
USACE Action ID No. DWQ No. ` y y?
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
L Processing
Check all of the approval(s) requested for this project:
Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check he ? R UWR
u LLSS D
H. Applicant Information JAN 1 2 2006
1. Owner/Applicant Information > ?s szoR gT B QUALITY
Name: Shane Mitchell
Mailing Address: 650 John Sandling Rd.
Franklinton NC 27525
Telephone Number: 919-494-1041 Fax Number: 919-494-1417
E-mail Address: ghil]1996@.aol.com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: John R. Davis Jr.
Company Affiliation: Appian Consulting Engineers
Mailing Address: 225 Hillsborough Place Suite 260
Raleigh NC 27603
Telephone Number: 919-218-3352 Fax Number: 919-833-2499
E-mail Address: [e-mail]
Page 3 of 12
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: Brooksdale S/D
2. T.I.P. Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): NA
4. Location
County: Granville Nearest Town: Franklinton. NC
Subdivision name (include phase/lot number): Brooksdale
Directions to site (include road numbers, landmarks, etc.): From Raleigh travel US 1 north
to NC Hwy 96 and turn left Travel to intersection of Hwy 96 and NC Hwy 56 (Wilton).
Cross Hwy 56 and travel north on Hwy 96 about 2 miles. Turn right on Philo White Rd.
Travel about 2 miles and turn right on Flat Rd Site is 1/2 mile on left.
5. Site coordinates, if available (UTM or Lat'Long): N 36* 10' 0.9" / W 78* 33' 0.3"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Mixed forest with old logging road
7. Property size (acres): 53 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Tar River 1 mile to north
9. River Basin: Tar-Pam
Page 4 of 12
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http?iih2o enr state. nc.usiadmin/maps .)
10. Describe the purpose of the proposed work: To construct a road to access property on
north side of stream.
11. List the type of equipment to be used to construct the project: Bulldozer, Grader, and
Backhoe
12. Describe the land use in the vicinity of this project: Forestry and Agriculture
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.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
VI. Proposed Impacts to Waters of the United States/Waters of the State
it is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 5 of 12
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-yearFloodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

l that
h
l
i
t
ff
d
l
b
anne
ream c
a
s
perenn
ere
y
u
No wetlands in area of road crossing, on
ld Off
l Fi
h R
i
l
i
R
l
i
ice
ona
e
g
eg
z
a
e
c Ku
has been verified and approved by Er
DWQ and Jean Manuele, US Army COE.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mecttantzed clearing, grading, tun,
excavation, flooding, ditching/drainage, etc. 'For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti)://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
1 Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Grade / Fill 135 UT to Tar River 8' Perennial

ators from bank
disi
acted with culvert and ener
i
A
l St
T
t
p
gy
rea
mp
ream
a
o
Calculation based on 8-
0248 acres
f
t or 0
1080
k
l
b
.
.
square
ee
s
an
equa
to
th
t stream len
f
idth
d 135
f
.
g
an
-
ee
oot average stream w

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 6 of 12
•"' Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
«??,t.uses.Rov. Several intemet sites also allow direct download and printing of USGS maps (e.g., ?v?v?rtrnx»onz.rnn ,
??\vkr.mapuuest com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 135'
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on'ma)
Type of Impact* Area of
Impact

(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound.

bav, ocean, etc.)

NA NA NA NA NA

tn• ft" Pvrnvntinn drt?jainn.
* List each impact separately and fdenttly temporary Impacts. Impacts "uc, Lua a.? ?•?? u....?... u - - -- -
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction e.g. dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
This crossing is located in a narrow section of stream where relief is steep to minimize fill.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmL,ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at i,ttp://]12o.cnr.state.nc.iis/wm/indeN.litm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
I<Y. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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.
Page 9 of 12
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes X No El If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 6300 3
2 4200 1.5
Total 10500
* Zone 1 extends out 3U teet perpendicular from near banK of cnannei; cone /- exienas an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Erosion and Sedimentation control plan utilizes sediment basins outside of the buffer to catch
sediment laiden runoff. A level spreader has been sized and located at the end of the sediment
basins to establish sheet flow back into the stream buffer area. See attached level spreader
worksheet and Operation and Maintenance Agreement dated January 11, 2006. See table of
proposed impervious surfaces on plans
XII. Sewage Disposal (DWQ Only)
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.
Page 10 of 12
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of. desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Revised PCN application following a -lan review meeting on January 11, 2006 with Shane
Mitchell Mike Moss and John Davis.
-1Z . d 6?
Applicant/Age is Signatur Date
(Agent's si ture is valid only if an authorization letter from the applicant i s provided.)
US Army Corps Of Engineer s Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
I
Raleigh Regulatory Field Office
Alamance
Durham
Johnston
Rockingham
Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren .
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Page 11 of 12
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name:
r-?Nec
Title:
Address: -7Sa5-
Phone: 9f cj- ? r7- &o73
Signature:
?_
Date: b b
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
i loots have been sold and a resident of the subdivision has been named the president.
I, a Notary Public for the State of tV r `. ,
County of v?r" o hereby certify that CtAwq 6. N4tlk_ L LI
personally appeared before me this day of "? Qnt-_ -k C0J L V? and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance quirements. Witness my hand and
official seal,
E R.
FC
., ?OTAAy 9
$ '°U61.\G
'Ztt COU
SEAL
My commission expir`'
Page 1 of 1

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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual
Project/Site: Milo ell S;4e F14??og Date: ?S-o5
Applicant/Owner: o rt e ' "fctie/I County: 1,u-?ttL
Investigator: cAn a,%r Eric BQ%lcy State: N C
Do Normal Circumstances east on the site? Ye No Community ID: W
Is the site significantly disturbed (Atypical Situation)? Yes . Transect ID:
Is the area a potential Problem Area? Yes . No Plot ID:
(If *needed, emlain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. r ("r1U n te)V.AlCa 7- acs../ 9
2. dny w 11 V FGG 10.
3. D r•&m acvarfi??o IE?-1 _ ?itG 11.
4. ?4rD;n41 GGroheia,,& ! a G
F
12.
S. iYOG?rs.. ?' C)G ?_ FOC 13.
6._ JOihuI fcae 0.. 7'
FQG 14. .
_
7. is.
8. 16.

Percent of Dominant Species that are OBL. FACW or FAC / /0 1 V P1 yo
(excluding FAC-).
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake, or Tide Gauge
_Aerial Photographs
Other
_. JO Recorded Data Available Wetland Hydrology indicators:
Primly Indicators:
?twndated
?-aturated in Upper 12 Inches
_ Water Wrks
Drift Lines
_ Sediment Deposits
Feld Observations: _ Drainage Patterns in Wetlands
7
/ Secondary Indeators (2 or more required):
Depth of Surface Water. u (in.) _ Oxidized Root Charnels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit: (in.) _ Local Soil Survey Data

De
h
o FAC-Neutral Test
pt
t
Saturated Soil: (in.) -Other (Explain in Remarks)
Remarks:
B2 Appendix B Blank and Example Data Forms
SOILS
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle) (Circle)
Weiland Hydrology Present? fes No
Hydric Soils Present? No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Map Unit Name J
(Series and Phase): A C 0/ e
/d
??e
Draina
Cl
ge
ass:
Taxonomy (Subgroup): A-a., pia p Fleld Observations
Confnn Mapped Type? Yes No
Profile Description:
Depth Matrix Color
(inches) H orimn LUX=ii Moist)
Mottle Colors Mottle Abundance/ Texture, Concretions,
r ms ll Moist) Size[Contrast ire. etc.
0-3- -A tile
r
IT
U c ??^ Sr S I
?? Inc Cr VC1?r I???n Cc: -SC- : Oy-L. Lac- c c.0 G r
H/dric Soil Indicators:
_ Histosol _ Concretions
- Histic Epipedon
Suifdic Odor _ Figh Organic Content in Surface Layer In Sandy Soils

_
?Aquic Moisture Regime _ Organic Streaking in Sandy Soils

- Listed on Local Hydric Sods List
rteducing Conditions
ZGleyed or Lo%-Chroma Colors _ Listed on National Hydric Soils List
_ Other (E)plain in Remarks)
Remarks:
Approved by HQUSACE 3/92
UJ?
Appendix B Blank and Example Data Forrgs B3
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: -? cd A-14 Date: -S- 0S
-
ApplicarlUOwner. e cAc l county: 6)'4 AL')7/T0_
-
Investigator: - frhn /Ja r-iI F %? ,Qgi ev State: /V G
Do Normal Circumstances east on the site? No Community ID: Gf / „ c
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes Plot ID:
If needed, emlain on reverse.
VEGETATION
Dominant Plant eci Stratum Indicator Dominant Plant Species Stratum Indicator
1../`4?u??K6ndiT i a _? Fact.t
9.
2. evcN t GOY0. _ Fac 10*
3 C?yd?.. u:.. G7r JvCtµ„? -7 NI 11.
A4JUv
4. AGCY J-acC
T
?
12.
!
5. A-, ,.r 4a C. J. For- 13.
6. Ln.,_ ctlOHlcct VC 14.
7. 15.
8. 16.
_
Percent of Dominant Species that are OBI. FACW or FAC
(excluding FAC-). Q?
/ 6
Remarks:
HYDROLOGY

_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or T'de Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ Other _ Saturated in Upper 12 Inches
_ No Recorded Data Available _ Water Nbrks
_ Drift Lines
_ Sediment Deposits
Feld Observations: _ Drainage Patterns in Wetlands
Secondary Indcators (2 or more required):
Depth of Surface Water. (in.) _ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water in Pit: (in.) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Sod: (in.) _ Other (Explain in Remarks)
Remarks:
B2 Appendix B Blank and Example Data Forms

SOILS

Map Unit Name J
(Series and Phase): Pq C 0
Drainage Class:
Tamno // )) Field Observations
my (Subgroup): r c. M HG 1?t yt Confirm Mapped Type? Yes
Profile Description-
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) tiorimn IMtlnseil Floistl Wunsell Moistl
nC , &izA/Contract Structure Atc
LYq
Mv r
LO Y 9 ;L ?c ? LAIC M?? Sb?c
ffydric Soil Indicators:
_ Ifstosol _ Concretions
_ Hstic Epipedon _ Hgh Organic Content in Surface Layer in Sandy Soils
- Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime - Listed on Local Hydric Sods List
_ Reducing Conditions _ listed on National i+Aric Soils List
Gieyed or Low-Chroma Colors _ Other (E)plain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes (Circle)
Welland Hydrology Present? Yes
Hydrio Soils Present? Yes
Remarks:
(Circle)
Ls this Sampling Point Within a Welland? Yes 9)
Approved by HOUSACE 3/92
Appendix 8 Blank and Example Data Fortes B3 --.t
'^Af ,•Pis? WIN '' *t fed %161
l L t ?(i `•' ^ t `? ? ? f_ ` 'y `lj?? ? ` ! { ??' .? `_c??y .-y ?, { ltT , 'ltf
V ,? • , i ?? ' , ?? ,t ? ? ? • L.-?'? t , Inc- ? ? p E r .
?j i V) 1121- 'kill
; 1 J - t(+r.? `p''
V 44, (; ? ?I/ ? ?1 ?`?? `\` ??-- o`-"^?"`"? i•~.?? j
`\`1?'
? ? 1 \ ? `? • -'-? ` ?, ' ? , .fir ?? f' ?=-??. ? ,l? ?___.?.?
N\VP
cdm"
_NJ
'f lit
t
/,o j
.400

t0uads Copytigtt 0 IM Del4rae 1armuth, 41 04096 Soutee Data: 7564
l {` a V,y<?i, - (1/ ;?
?`•?• II f :' •1 '- { ? , . ? ? it
? C hl ) i ? i ?_ .?- "??•.?;_1?? ? 1{ •i `--,riff •-
- 700 ft :We: 1 I7.500 Detail: 17-5 01tuc @014
[AAR
0
J
94-t Rd ?Tib
J ??
61, U
APr-04_05 04t39P
April a• 2005
TO: Appian Consu!!.ng Engineers. P.A.
225 Hillsboro Place swite 260
Releigh• Ncrih Ca-ciina 27833
PROM:, t M 1?.u
C K?
rti. ?sNb,.a fix, 'a2u
as owner concerning the property on
C., , do hereby authorize snd give permission for Appian
Consulting Enginesrs to represent cr act as -agent on my behalf and vpp!y for a preconstruction
notification or permit and allow The VS Army Corps of engineers or NC Division Water Quality
ar any 70 or reguiatbr,/ a vw r ? .u C %J ",n-R3c'a :! n9na:8;n_ to G6form
LIe .`?f50C.h ..
J ? Y ? Y Y l • r•-• r+ ,
the job tasks.
(Name, Address and Phona No below this tine)
Icy- yy y - /o?/ ?-,c
`I /65-
P.
9I 9 - yi 7 - ?a 71 .0001 /e
otO? W ATFgOG William G. Ross Jr., Secretary
- North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
r Colleen H. Sullins, Deputy Director
> .{ Division of Water Quality
D 'C
March 7, 2005
Mr. John R. Davis, Jr. LSS
Appian Consulting Engineers, PA
225 Hillsborough Place, Suite 260
Raleigh, NC 27603
BASIN:
M-op
/V1 6,fr
3f1412 Ps
Tar-Pamlico X
TPBRRO 05-057
County: Granville
(15A NCAC 2B.0233)
(15A NCAC 2B.0259)
Co Taint NOV Buffer Determination X
Incident # Appeal Call
Project Name:
Flat Rnek Rnad
Location/Directions: North of intersection of NCSR 1625 and NCSR 1630, east of NCSR 1623 in Eastern Granville
County.
Subject Stream:
T IT to Tar River
Date of Determination: 3/1/05
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject Not
Contested X
B Not Subject X

Raleigh Regional Office 1628 Mail Service Center N DENR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
'3/7/2005
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affectedparties
that dispute a determination made by the D WQ or Delegated LocalAuthority 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 clo Cyndi Karoly, 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 ad judicatory 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 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Res ,
Eric W. Kulz`_.
Environmental Spec. III
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Granville County
Raleigh Regional Office 1628 Mail Service Center OE("1R phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748.
? 7v?,
/'.10 ,r??
All
f 1•1C` 't, f ! \ V f •',a? `il F% y'. /J?`J_l?r,=s? i`fi`?J?. _ `; ?I ??: e'
k?x If,
'IN
`.? ? .; ^ ?,lO --?? ? i ?,_1 ?? l ? `?? • ? ?_..i?. =ice
X 4.75
1-\ IW IMP
460
VVV
l ` 1 S J+, 11 \j
t (J `x.1'1'•, r' , I , ?i `. - =11? J`-. +(?l i?'1 ?? ?.
fit;'
;, ' - 1=1 ^ , , ;•, :.,;;.0 < < `?
a ` S ? ?l ? t I . t loo: ?_?-- = c ?t?, ;'-'? ??s•
1 ` •-x'11 ,`V. ?? r ` (,:r ; a1 T `i .,j?`•-= ,. ff, ?± _
J-D TopoQuads Copyctght 9 M9 Dltone Tacsouth, `.Di 0016 Source Data: 0565 700 ft Scale: 1 17,500 Detail: 13-5 Datua: 3CS01 - `) LJi1J
-- MAC
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200521277 County: Granville U.S.G.S. Quad: Wilton
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: C & M Investments
Address: Attn: Mr. Shane Mitchell, 650 John Sandlin2 Road
Franklinton, NC 27525
Telephone No.: 919494-1041
Size and location of property (waterbody, road name/number, town, etc.) The property consists of 52 acres
located on the east side of NC Highway 96, north of SR 1623, in Wilton, Granville County, North Carolina.
Indicate Which of the Following Apply:
Based on preliminary information, there may be Waters of the US, including wetlands 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 Waters of the US, including wetlands 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 Waters of the US, including wetlands 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.
X _ The Waters of the US, including wetlands 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.
The Waters of the US, including wetlands have been delineated and surveyed and are accurately depicted on
the plat signed by the Corps Regulatory Official identified below on _ Unless there is a change in the law or
our published regulations, this detmnination 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:
Date 2 Sep 2005 Expiration Date
Page 1 of 2
'Action Id. 200521277
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 Jean Manuele at 919-
876-8441, Ext. 24.
Basis For Determination: The site contains wetlands as determined by the USACE 1987 Wetland Delineation
Manual and is adjacent to stream channels located on the property. The stream channel on the property is an
unnamed tributary to Sand Creek which flows into the Tar-Pamlico River and ultimately flows to the Atlantic Ocean
through the Tar-Pamlico in North Carolina
Corps Regulatory Official (Initial): Qs, t\
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: Mr. John Davis, Appian, Consulting Engineers, PA, 225 Hillsboro St., Suite 260, Raleigh,
NC 27603
A licant: C & M Investments File Number: 200521277 Date: 2 Se 2005
At tached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
' X APPROVED JURISDICTIONAL DETERMINATION D
PRELM NARY JURISDICTIONAL DETERMINATION E
SECTION; I - The following identifies your rights mid options regarding an administrative appeal of the above
decision. Additional inforniation may be found at http•//??ivw ttsace.armv.mil/inet/functions/cw/cecwo/rec or `
Corps regulations at 33 CFR Part 331.
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 H 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 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.
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.
SECTION II - REQUEST FOR APPEAL, or OBJECTIONS TO AN INITIAL PROFFERED PER-1%41T
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.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
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:
Jean Manuele Mr. Michael F. Bell, Administrative Appeal Review
151 Patton Ave Officer
RM 208 CESAD-ET-CO-R
Asheville, NC 28806 U.S. Army Corps of Engineers, South Atlantic Division
828-271-7980 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.

i 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
DWQ Project No. 2
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
i. PROJECT INFORMATION (please ccmp!ete the foliovring information):
Project Name : ,SROO 95 0j91-'C sueDi vrsi p nl
Contact Person: M if NAe- 1-9/?706.5 - -_ Phone Number: (9j 9 1 $56 - 31?9
Level Spreader ID:. J
Level Spreader Length /3 ft.
Drainage Area 0-3(D ac.
Impervious Area COG ac.
Maximum Filter Stripffluffer Slope
grass
Max. Discharge from a 10 Year Storm 0-15 cfs
Max. Discharge to Level Spreader o_ , 16 cfs
Filter Strip/Buffer Vegetation -r./ic K O rg-
(perpendicular to flovi)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6016 for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre treatme or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete store water management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
M m Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/g Pre-Form Scour Holes are on U slopes only
mm No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
4 /A Bypass method is specified (if applicable) and plan details and calculations are provided
m P1 Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
rn m No structures are located in protected buffers.
A Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15016 in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : '4aO UP?a 8 V 5 tj Phone Number: (71 9
1 s5G -3i?8 -
Contact Person: rn)cNat=L A MD55
Level Spreader ID:. - y
Level Spreader Length 3 ft
Drainage Area v, 3 ac.
Impervious Area U,0(0 ac.
Maximum Filter StriplBuffer Slope -7 %
grass
Max. Discharge from a 10 Year Storm U • 9 cfs
Max. Discharge to Level Spreader o. 98 cfs
Filter Strip/Buffer Vegetation ?i c9+'0?
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)`
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications shoving all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
m M Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/g Pre-Form Scour Holes are on flat slopes only
m m No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
/.- _ Bypass method is specified (if applicable) and plan details and calculations are provided
m M Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
m M No structures are located in protected buffers.
/2 Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or an slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DVQ Project No
DIVISION OF WATER QUALI i Y - LEVEL SPREADER WORKSHEET
I, PROJECT INFORMATION (please complete ti's follaMng information):
Project Name : 9900K5D cF 508
Contact Person: mlG;/AEG p mb5s Phone Number. j 9/ 9) 5s? -3? s?3
Level Spreader ID: __,6&3
Level Spreader Length 17- ft.
Drainage Area 0.37- ac.
Impervious Area • 05 ac.
Maximum Filter StripBuffer Slope %
grass
Max. Discharge from a 10 Year Storm 0.90 cfs
Max. Discharge to Level Spreader 0.90 cfs
Filter Strip/Buffer Vegetation TNi?,c 419 1159-
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)`
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-tre or Bypass Method
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications shoWng all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
&Plicants Initials
maz Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
1$1114 Pre-Form Scour Holes are on flat slopes only
ra m No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
/v /R Bypass method is specified (if applicable) and plan details and calculations are provided
Mtn -Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
rn ?] No structures are located in protected buffers.
??f} Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas Mth leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : B9,90g$DA1,E 506, 01 y/Sl o
Contact Person: 14i6dA _- A. rrcs S Phone Number. (J1 p? 5.51. - 31ZY
Level Spreader ID:. md-z 7
Level Spreader Length )2 ft.
Drainage Area /, 7, 3 2 ac.
Impervious Area p . p 5 ac.
Maximum Filter StripBuffer Slope t G .7 %
grass
Max. Discharge from a 10 Year Storm 10, ?0 cfs
Max. Discharge to Level Spreader '2. 9o CIS
Filter StripBuffer Vegetation 7T1i%x co?E'a-
Pre treatment o Bypass Method
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)`
(thick ground cover or grass, canopied forest with leaf fitter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of wiry. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
YIV rn Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
A11A Pre-Form Scour Holes are on flat slopes only
rnM No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
/,//a Bypass method is specified (if applicable) and plan details and calculations are provided
m M Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
M M No structures are located in protected buffers.
"//p Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
MEMO
,nnnr
1-1il a a C7
ap?mijin
CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
DATE
TO
FROM
RE
January 11, 2006
Mr. Ian McMillan, NC Division of Water Quality
John R. Davis, Jr. LSS
Revised PCN for Brooksdale Subdivision in Granville County.
PA, W ENT
RECEIVED
Thanks for reviewing this application with us this week. Please find 5 sets of the
revised application and plans and a fee of $200.00.
Also, this crossing only impacts a perennial buffered stream with a sand and
gravel bed. There are only a very few adjacent wetlands on this site and they
are not impacted by this road crossing. They are located at flag numbers 60 to
64 and consist of less than approximately 2000 square feet. See attached
schematic map of delineation for location of adjacent wetlands.
A notorized Operation and Maintenance agreement is attached for the level
spreaders.
The DWQ stream assessment letter from Eric Kulz is also attached and the Corp
jurisdictional determination letter.
Thanks for your assistance in reviewing this application.
20 0S18l'f
Qr? @
JAN 1 2 2006
2O?SlSlyv. z
841 S. Wesleyan Blvd.
Rocky Mount, North Carolina 27803
1-800-248-9290 - Engineering Division
[phone] - Fax
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
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~~ER AND STREAM IMP TYP I CAS R 0 AD CR OSPAVEMENT ~ ACT 1 D ETAI ~
BU
SS SECTION
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PROPOSED ROAD GRADE
~ ~V
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i~ry OFD
EXISTING , ~
OF BANK ~ ~ HEADWALL
HEADWALL PROPOSED CULVERT \ EXISTING GROUND
EXISTING EXI ~P OF BANK
J ~ ~ J
EXISTING ~ L~ ~
STREAM BED
RIP-RAP
- - - _ _ _ _ _ _ _ _ _ ENERGY DISSAPITOR ` ~ ~ EADWALL 48" .CU RT
100 LF ~ 3.75% - - -
INVERT IN
365.50' INVERT OUT ~EXISTWG ,,j .
361J5' STREAM BED
APPROXIMATE WATER " ? - EXISTING STREAM
ELEVATION BOTTOM
DEPTH BELOW
EXISTING STREAM
BOTTOM FOR PIPE TO - -1A -
BE BURIED TO ALLOW II-III-I
FOR AQUATIC LIFE
PASSAGE -III-III-III-III-III-III-III-III-III
~=1 I II 11=1 11=1 I IIII-I 11=1 I I-1 I I-
I I I-1 11=1 I I-1 I I-1 I I-1 11=1 I I1 11=1
=1 111 11=1 I I-I 11=1 I I-III-I 11=1 11=
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~ SEAL -
= 5 L-3794 Q
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SHEET 4

• ~ STONE CHECK QAM ' . INPTAU,ATDON or ML'TITNC ANC w?T'ITI+a L,
hoYm rrNlw a recd ratan ehw M iesarel : rserlraa risk )')Ot to SQa~' elamllMlarx's iAeraelioee. Any elr r Ileskr•gga pallet emN re pnmra .
lira we>kh stoat/ proviM ewer d r kaae 701ti d11a radar r4r i Y
pYal.IemeRaliaeis iYerrM r Fipw/.lk
+ ~ 1. Apply Wr, 61eYiar am/ taM Idea YyieS 1M er ar wr. kta~ae•srera rmillS u cad, limla way M iAOapswrl kale" YrtMia{ M area/ IIRR:Ir 6"
ard,Ia/ tptaya/ a aAaraesd ~ 1 J Tie Ch(~I! rc1 calsTRtlcTlai s>~(Dn(ca
above obm _ 1. Obtain grading permit. 2. Install gravel wnstrvction pad, tsttporary diversions, silt
wJth rrp-rap SIAIILIIEO ~TAUOTION ENTMMfE fencing, sediewnt basins or other erasures as sham on the
t (Me tr osslo) approved plan. Clear only as necesury to install these devices. 3. Call . Tor onsite inspection by Environmental
PYblfa Riolrt- Inspector and obtain Certificate of Compliance.
' 1 I So' da. °P'''~ 4. Begin cluring and grubbing. Maintain devices as needed. Rough grade site.
th • 5. Install store sever (if sham) and protect inlets with silt
p? &Iffw: for S~dillMnt TrEip~,~a,nd hods upsttea . w fencireq, eediant traps or other approved rusurM as shown
Ste 1 alw areal fala Pon a< kasn ls• into eoNd .wood FOETE ARE NOT P hovll~ appro'rlae~ tr+sr/eta on tM plan. Begin constructing building, etc. MOT trlselrg oroiYd 6. Stabili:e site as areas are brought up to finish grade with - PROIyId StaUltso/ Caercrvo-
CHA L CFrbS~ECTION ACCEFTAELE I ' cioe raersnso ss/ PYlJ/o RtyAc- vegetation, paving, ditch linings, etc. el-Mty ,r; 7. Nhen construction ie caplets atld all areas are stabilised
• Nai~eltBEl R1MBI ~ rtirel aeAAigf r rtww Pew NIY cospletely, call for inspection by Bnvironsrntal Inspector.
. ; ' ENw ~ In Rllddll N • ~ r~ • p~ e. If site is approved, remw temporary diversions, silt ' fencing, sediment badns, etc. , and seed out or pave any
In channNa, roll out strips of neltinp panllN Io the ' ;r MktYINNn E' rate resulting bare areas. All remaining pernanent erosion PYbl/o
diragion of Ilow and over UIe active mulch. 1 ' r y A P~ te/stlas atlAt-at` control devices (such as velocity diseipators) should be I• ITerrM N•Y installed ear.
h -12 ri i . 1 ~ 9. Khan vegetation has become established, call For final site
~ pap • ~ Pau inspection by EnrironsYrntal Inspector. Coattruetien Ssal!latlas 10. Obtain a Certificate of Completion.
~ stone Anchor neltin0p in ~ f ~01,? , ••o 1, Stets efts - Uu MSNA t!u No. 2 (2-1/2" to 1") ar AASMIO daipestfa
a birch Inrlch. y o~ MU, alto Ne, 1 (2-1/2" to 1-112"). Uts eeYwMl etoni. 1•sytA - As ttlsctiro, twt roc left tAoa S0. lwt, DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE
i• 18• ~ ~ I VIEWS • 7. TAlsbwt -Mot Uo eha oleht (S) lseios. OF GRADING SHALL BE TEMPORARY SEEDED WITHIN 15 4, Yl1tA ` INt lee thM tYll Ytld el all plaits o/ lyrest eT yras. WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS
Overlap Joln suipa by ellollpM~. pi f LOOKING FlSwaaueYwra~waa~rwlarlwi•a/radwavaow.aP«arn? aReowARPpinp. L - - -J S, NaAley -Mrs MeasssF, sheele dull M elesael a rwtw oelleat SHORTER. PROVISIONS FOR PERMANENT GROUND COVER
~ Dow11lNLL Rda to atrYles veto Fer?lle riSht-olwsr..Mrai YMhiy !s rpeinl, MUST BE ACCOMPLISHED ON EXPOS P !e eAsil M lase a a era swlllssl v1tA srrraN stets Yh2eA Icsia ED SLO ES 21 CALENDAR
z. saran Yy:P dw ww trove Its lop d Ira drtieel or eel eaisN Y lore ' ' Os dada. AOeIr natlYl[ r w a u1trN kl ~ ~ n~~ fete a yporel osliseot trq or eMteat ?stle.. All ool/esac sAo11 DAYS AND IN REMAINING AREAS WITHIN 15 WORKING N FreraeN !Tee acerley eel assn Irela,. /iteA, or wtotewTOe DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
eraNwet. Yawb flllerlmslskir-re to Pone Ieligl klnpllls of teOp • Q4ECK DAM CI~TK~V tAtsgh we et sal ?s{s, {cowl, Issrls ei etAor s„rw,ol,estbMt aeeaeas - TMe sstTSSw sAa11 N alauloel le • stY~ltios rhleA Yfll
>.1braladrr4kryiaapdopaaMinaabtamerkeeYrdmnt+is• 1 ?tewnt trseYtsg et llsYly o! sM1wt Sato lk dSMesrol-wy. ~to n belle t /real K eN Eisael stets a ea-
dadrp,aoarYrilksdlr/ssIIpDRMyrlkoarieRpwi.lk>Mglsi Fe1sk bided eve eMaearyll aaorlYsrpas/rdawrylAroaa/Ira~iSSSIIw ~ Aesls[IIt11P01t: Iltfew Ir ea/ r sa1/eT elesyiwc K ~wwTa.ws1 te'trq >~Iel ~ sMlrat. All ssllseat glllel, heF/si, wae?sl. K ttoeaN ate Fellfe
Kr. Nhar Z d w aw Yil silo by aide, OM allje0ar a4s ehssll M rlNete`ehYlr rest M ewsse{ laeltsuly. '
eearkQped i irlr esl sMplei Isrlkr• ieth rlPef ewild OMeAI aYa M 1M1i11MN Pelt rsplN lone dr ar, «an 1 L a eat erelll w M mM gpylEN • ' , Uwlr~pnllNl 1101btCilf `
eklptla Fellae end latch 1+ i SEEDING SCHED(A,E.
Stop 2 ua. s 1' ~wNd h trmgl R1 LiINNI CMINIeIs ~ uN~e Awn to attach " • 1. Tojoialaeeslipe,aaeaeakrueJrriaaaldlraaa.IlaOlalydr p-n? \ lebrlC to lap wir• N* x . ~
aMdlMpawiseswNNtirkas,rrinwYPfMISf,IM?alst~lsws~ I For ~ ti ueneh, . 13iIr1is OreaekereleL Tht ConYeyanu of StonBNeter and a 1M ' 1 ~ .:'TranMllon Shoulders, Side Ditches Slopes (Max 3:1) IM bOgraM ,
e anl~BaNd. e r ~ r.~, ~ !'rl.N• ~ / 1, i• y JW r? I 0~'fE Plan
MIMIINMfIf~101 sisfskes , . Fabric cut and lol9ed 4NEE1 iMsiss~r,eafaReraleNNUrslestir/eldss, tla horit0lNal brllol OvN . OYYeetYm, r arms. RRNr eNmYr Y iNrK s*y sll0eeel sisli r pat. •~y'y"}''1•;, •t • L a 14eq lS-Ilo? 1 'A31 Taiblta _ Rate ' /'"i` °j .•~r,. J.y.~,~ : W y ~i w' 1.• l20 lbs./ao[a
rester a~ ~ ~ ~ 1~. ~ eM rhmre nlllsk CyelYss i . s , J~ > ~ ` IIDV 1-Ilar 1 Taal! S1NOIls 120 lb. aces
Ytpslisee reN vgllria Y hwy ameklidrL M I+oN S ~OY ,"S,..r~•-f i~,,r,n e,a ~ . ~ r . Stabilized - >flwnssi bra S + + , M w, ~ / a'+y. y' elope .r Mar 1 APr 15... fall hmw 25 lbs./sore
e o~ ~ Q pie I pN1 Stable • • w• / y ~ 120 lbs./acre RRp~ 1, ~ Y d' Apr 15-Juh 30 Bulled Commn Bermuda as ~ 47 undiaurbed w 1.ti" # , 0.1?. ~ y. ~ .•l y - qr I, ~ ` ~ Jul 12 1bs,/acre
,K,A , ~ A W outlM ~ a Y.., w L r. y y I Aug 15 Tall Pescw •and ~ , ~LJ. w ti, r+• ~1, ~ b~ ~ ~'.1.}y, 60 lbs./acre L, A 4 + 1, A.. a• iy r. **'erowntop !fillet
5~ t. M ~ •••ti ~•1•• 1•ti~, ff 35 lbs./acre ~ ? i. w ~ y, i• a„ r, a,.~• ~ ~ *'eor Sorghum-Sudan Hybrids 30 lbs. acre V w .1,, eY 4 ~ 1 ~ /
i•••• ~rarel MN1p • L ~ w y ~ r. Slopes (3:1 to 2:1)
.'ti: Mp-Rep Apron Enelpy Disslpator
For Y•fMg/d Nsterwy with Stag linter Dreln , 8bttom of battle Storrrter otter Protection (Shaped ftptOr pthl in trench end tnnel~ I~ t ~ Mar 1-June 1 Sericea Laapedesa (scarified) 50 lbs./acre IreeaeltlweltemtdwY 6
~ ) fined ~ IoM and cclllpected. ~a•+rrr~ru.wwt..rY/twYwa.rnnw+sY. (Mar 1-11pr 15) Add Tall Fescue ~ 0' . 6 lbs./acre
(Mar 1-.Tun 30) Oi ]1dd Wsaping Lovsgrass 5 lbs./acre Ces1.-.Tiepsltofhey2DNYatpryr,isdr.ndtla„Idp,oride (Mar 1-Jun 30) Or Add Aulled Cason Bermudagrass 8 lbs./acre
T'-'-- Trapttoidel />saoaereSios6oYdrrtlrsitrtMwlrbtlntia.TMaptdeofrho • Jun 1-Sep 1 '••'1'all hscue a_d 60 lbs./acre
ado A A • pmtlm~M~' ~ 'e*Hrowntop Millet 35 lbs./acre
~E~ibswYadrkwllyaswlimlMYNaonifanehegMYl s'*or Sorghu*-Sudan Hybrids 30 lbs./acre trsptleoeYdNNyllo(dmrpeedm,Feslrtaeilleterotiar.nsNmr Sap 1-Mar 1 Sariicba.Lespadsas (unhulled-unscarified) 70 lbs./acre
T 1u1 Ri 7P Py'eP OleReel ' errrl,//chYfi6aSlrt*tai,wnpewstewitsdrbrryarksr , 1 and Tall•lescue S0 lbs./acre bttomeeytNNYed. (Nov 1-Mar 1), l?dd Abrussi Aye 25 lbs./acre
• U3E GEO-TEXTILE FABRIC IllEIERLNIER Oellr mw-Tie awkl diepoYl tms-mar M pertly anoalb tM
' N w • Plan , M ~ t ~ Consult Conssrntion En sneer or
F'-- 4 alter ~ g Soil Conservation Service for additional in- vgNwetldieerbedeeY. formation concerning other alternatives !or vegetation of denuded areas. Tha above
-TEMPORARY DIVERSION BERM/DITCH- vegetation rates are thou which do wall under local conditional other seeding
d Notes TEMPORARY DIVERSION 8 RY/DITCH C+OfIS1fUC1~011 1.TAesusio{drogWheteioYNYafIR.iY rate combinations are pouible. I~r a lawn atellq i ieelw ocr uM 4~itY double or triple rates. ee~+~~p~ $~~p~g MP ttl baled i NebY deep N /.r{d retl a M Neer adg. 7be epper
Section A-A 1. Apron linlnl may bt • n Wsr~G /dN geld bw e1/irr tmttaiy a tt/ tai M ttotry bets N FYoe eMr car -Reseed according t0 optimum season for desired permanent vegetation. OGfxer ~ c, doYty~toMrY.y/~sy.YtrtllttrNMI2YtA~ttNy. Do not allow temporary cover to yrorr over 12• in height before rowing, otherwise
Pia otter To Flan Ara riPreO. er'ested ripNp, a MACNNIE COMPACTION Of ALL /ILL 11 REQUIRED. DIVERSION! 9UPFNrrT TO DIRECT ALL WTI ~ Dttin<d GMnnel pr cOeCRw• SEDIMENT•l.AOEN STORYmATEe INTO A SEDIMENT CONTROL DEVICE INpT SE INSTALLED SM>~Tlll s ~•~[E ~E~w1C ~ fescue suty be shaded out. ESIGN x flee TYMG11i AMr E ltf=T pN #me~E1NM~eINrwltrYt'dlyoraaYnwon
M PRIOR TO CLEARING 0 ela?eeNle OF THE AREA (OR IN CONJUNCTION wlTx TNY OPEIIATION 2. ~ ii tlk tenet" Of lE SEDIMENT CONTROLS a WYERNOIIi ARE INSTALLED AS EACH CRITICAL POIMT IS REACHEDI. RNNI S1~IR /40 ANY ~ MKT wR>H 3. Causep tle kcal speeder a ssd'itmibtl sail a fdl .
thf ripnp alpraa, v 0. OIYERSaNS SHOULD eE LOCATED TO MINIMIZE DAMASES SY COMeTI111CTNIN OPEMTHNIS. ISI 1SSNkf1' OF 1YA1f aM )
• e, OIVERSNINS SHOULD tE lELOLO~ YIm.C11E0 IP THEY ME TO REMAIN MI /LACE OVER SO DAYS. • d a CHECK OEVIC[ AFTEII EACH MIN, eYT ONCE A WEEK REOMDLESa. REMM AS NECESWK a Cottlroa a Zan ssidlisa tease nos IM diemtia chfnsel N bNtd assolMy m se vidlh tad depA otlbt tFettile.
~ 1' t0 1T' Ni'~ ..e «rwM CM wee ,sw+,
A A 3. d • 1.5 times the ~ I ~ maKlmlw storr diemetstr s,~„ .r",
. bat not less GMn 6 6 G'iiYel Bedding eaw~me.1 ~~If'•atla w.. Irw. inCAes. M , Nlmleli ~11/A6Tt• /ILL
L. Dimensions and Jr.
specitiutions cost ht~lolir-~ ~ .BERM, •aeaMiarcH• Plea bf detelsined by Dad taMp Mikh Stare Grater Praia Seedbed Preparation i~
appropriate eneineertlll (Shepel Iy INildo>oer) ' desl9n method. i 1•) Chicl capaeted erase and eprud topsoil 3 inches dse
4 NOTE9~ POSITIVE SRAOE MAST K /aOYNIEO TO ASSURE ORANIAaE. IP tl0/E LXCEEpS ti~fe, eEEO i mil conditions, if available. P over adverse i '
1 WJLCN DIVERMON, TRY NOT TO tIICELD S+1(e iMNH VELOWTtte eEWLTI. MANIMUY D,A. ' ~ e S ACRES WITHOUT SUPPOaTIMe CALCS.. OIVERpONe AT TIN: Tai 0/ SLOPES ~T EMPTY 1 2.) Rip the entire area to 6 inch
~ WTOAN APPROVED SLOPE OeANI. IEIW/GTCN IS MOST COMMOINx INE0. Sd Mk1! es depth. 4l1[ouMED FOIL w 1113 TMAN {{1
~ • Section A-A Ig1E: To 8e IiBM Mlert ERCessiw SfiNMreter Yelecitiee iro111it 3.) Remve all loose rook, roots, and other obstructions luvi ! 31818 reamnably smooth and Oviform. ng surface
t ~ ipe otter To Hell-Detllyd Channel Yegetettw L1nltipt. e 1~AIMl t i
St:e of 9gRe wEt Be OetemNed Ey tote Desi ~ • APa+rr RII hbcelNn. i ~ w 4.) APP1Y agricultural lime ! ~ , ertiliser, and a ' mix with mil (sae below!). uperphosphate uniformly and
?IPE OUTLET CQNDITIONS ~ esaer•eaeNeeFa.a•a•r .11' i 1101-N l At 30'~ i
j 5.). Continua tillage until swell-pulverised, firm ra ! _ cadbed is Prepared 4 to 6 inches deep. , amnably uniform
DRIIiE tTEEL I "INTO iROUND~ `ATTACH MIRE FENCE TO F98T8 ANO ter er etw ~r« r'"p w ENCAYAIE A M TRENCH UPHILL , fIETE~ THE IOTTOIi OF T1Ni FEMC 6" i 1
iNE LINt f1 POSTBe Noon PoBTB ~1/ir TIE EMGrATtD TRENCH. E R i Q(ISTRN RQAO 6•) Sssd on a Trebly prepared seedbed and cover seed li htl wi 1 e4uipment or cultipack after ceding. 4 Y th seeding
' mlleeu.ea ~ rl _ _ _ _ rryy,l"'LMJ10W'+u'- _ _ _ _ _ _ AMETEK RRM IE WED. ni ~ nwewwert _ q _ i i
`-0?-------- 7.) Mulch iaediataly after seeding and antler mulch. (
eaeeeeleallmaeenerwltuer~e leer ( ~ F16lJHE 4 •B.) In. ~t pe all seeded arsu•and make necessary repairs or reseedings
- - - ~raeteerer et?nl 50' within the plantin ca . q son, it possible. 'If stand should be over
MAX. 10'• Irea ~ ,r e~ ~ ROAD CONNECTION ~ d"'g'~' i'"'~~'h foii~ lime, iertilisar ana ! {aadirg rata.
NE1N I~E>KINL ROAD. OR R010E1lML
CUM eYMt ANY TM ?ML 1% M1CIO ' SECTION TielU 9ASr a FILTER MO SCALE "AtLEC1pt ROAD. NiD E>aSTNi ST>f1E MIIKTAINED 9•) ODmault Ooaaarsmtioa iaspsotor as mait?taaaaaa treatment sad f ROAD _ aftmac PsemmRSmt oows L aatabliabsd. ertilisstion
GRAVEL 8 RIP-RAP FILTER BASIN DETAIL ' RoR IdOYiTaMr. iuplll{RS+IS
e~we+e?~wu•'re'+" U3E 6E0•TEXTB.E FABRIC U • . NDERLINER 6 3T ESL do' RAOI~S e . OP CONDITION Apply= Agricultural Limestone -.2 tons/acre ~
. 6, . tsrtilissr - 1000 lb - (3.tons/acre in ~f Soils) I s,/acia 10-
' . w ea FiLT~ FAIRIC TO THE MIRE ~ Tl1E TRENCH AND COMPACT ~ ~ • ~ ~ ~te - 500'lbe. 10'10. Mu1Clt - 2 toe ur _ /acre 20Z analysis 1 a small grain straw
• EXTENIt THE BOTTOM Of THE TME•>f01L fIRMLY TO ANCHOR THE ~~r Anchor - As halt P EbuLion g 300 gals./acre
it 6' INTO `t ~ TIRI TRENCH. rpT1d1 OF THE SILT FENCE SO THAT 1 r
~lareer RINR1Ff It FORCED TO 60 THROUGH THE ~ 7(. - ~ fENCE AND CANNOT GO UNDER IT,
ee
' l ~ R.O.W. r' e?eeee. ~ a NCOOT# 3 w # ST tataNEO STONE S11aLL M tllt3. FAO TO M 30' L t 20~ w t D AT A NMMIIM.
SECTION TNRU BERM 9 FILTER PERSPECTIVE VIEW ' TURNIN{ RADIUS SUFFICIENT TO AOCOMOOATE LAME TRUCES q TO K PROYIOE0.
NQ SCALE NO eGLE e. ENTRANCE(S) SHOULD {E LOCAT<O TO FMIR{E FOR MANNiNMI UTILITY SY ALL OOIISTRUCTION VEHICLES. ,
d MUST K MAINTAINED IN A CONDITION wMICH WILL PREVENT TMCKINO OR DIRECT FLOW Oi MJD I~ » ~ e
_ R ONTO STREETf. PERIODIC TOPpIE{SMN WITH STONE WILL BE NECESSARYI Ilta 301E NANOY. 8
a ANY MATERIAL WHICH STILL MAMA IY ONTO THE ROAD MUST M CLEANED UP ~VEMENT WIDTH SIIOU~DER
1 WIOTN r / b . r~
NDiE: Bottom of filter tabile sMSt' k NEtiMT: placed to trench aM lecerN 1p SLOPf AS REdQ « ~a~"" i/4'IFT.
50' RIOH OF WAY ! . MAKe EL POST8 either backt1111pmp edtk sell 3:s t rMterlal and tal+ine ar b 1lacir ,
.j RE FEMCE ~tM1G HIRE" wshel stone to • Might of 6' ~ MA i / 14' Ot t~6 ti~ ~ ~ t -
MjN. above enollal level. ~,g~ • I ~ TO' PAVEkD1T Oe~l 2+ LITER FAIRIt ~ LEVEL. 21 I b1NNaw 6.33 . f c a or 6 /o
IOTTOM OF HIRE FENCE AND NRlY ~ Z s I hVE a~, 1 / ~ t Ncoor I's or #aT wawl sae/ 6 -0
1. rt ~ FE ~ FILTER FAIRIC BURIED
}r a 6e IN EKCAVATED TRENCH. LOCAL iiESDp111A1 • .
~feut. +--STEEL POST DRIVEN IB INTO GROUND FIGEJRE``~
r,rc S S F SYMMFRTRICAL'.CUL DE ;SAC NO CURB NOTES APPLICABLE AT A POINTS OF DIGRESS & EGRESS UNTIL SITE BS STABILISED. FREQUENT CNECKS Of, TIE DCE Alb TIMELY MAl11TENANCEj BE PROVIDED.
8_~ITrTER 8• SHOULDER SECTION wuwa w. nee, roanwA wwArru M hM•w Ar reoeA tN. as w.d by P«.IwM.
c
DRIVEWAY TURNOUT GRADES
CAWTHORNE9 MOSS & PANCIERA, P.C. REGISTERED LAND SURVEYORS. 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FOR
XE FOREST, N.C., 27587, [phone]

4 ~ C - Vv~ o
_l~
NOTES ' PO 0 ~ ~
~ ~
1) ALL NEW ROADS WILL BE BUILT TO TOTAL SITE AREA PHASE 1 AND 2 GP o 1 AND 2 ~ ~
N.C. D.O,T, SPECIFICATIONS AND = 2,200,925 S. F. 5( a W I S. F. 50, 526 AC.
DESIGNATED AS PUBLIC. PROPOSED ROAD IMPERVIOUS - 5~ r
2) ALL LOTS WILL HAVE INDIVIDUAL )US - 59 221 S. F, 3 SITE I R~
WELLS AND INDIVIDUAL SEPTIC PROPOSED LOT IMPERVIOUS - 16~ M o ~l JS - 168,000 F- , qR ~ o ~ ~ _ REO
TANKS, 4000 S. F. 1 ADOPTED FROM P.B. 25, PG. 129 = Q )00 S. F. PER L(~T 1, 1 a
3) ALL LOT AREAS ARE GREATER THAN TOTAL PROPOSED IMPERVIOUS = I ao - ar 6 _RVIOUS 0.3z~~~ r ~
OR EQUAL TO 40,000 SQUARE FEET. ~9
4) THE HOMES ON LOTS 36 & 42, MUST FACE ~ • - I ~0
/ le~ I - 'P
YEARGIN CIRCLE. _ / / , - I o ~.;.F I MINIMUM BUILDING SETBACKS
5 THE HOME ON LOT 1 MUST FACE BROOKSDALE DRIVE. t ' ~ ` r- ; ~ / PO / ; o, 0 , NOTE: J 2
6 ALL TAR-PAMLICO BUFFERS MUST REMAIN UNDISTURBED. / ti ~i ; ; ~ , , THIS PROPERTY MAY BE SUBJECT TO FRONT r 5o y
~~0 ~ ` ~ ; - / 7) TOTAL LENGTH OF STREAMS THROUGH PROPERTY - 2784 r ; • TAR-PAMUCO RIVER RIPARIAN BUFFER RULES. REAR 25' ' '',,CALL N.C. DIVISION OF WATER OUAUTY TO ,c
~ i f SIDE 15' , ' VERIFY (919-571-4700), ~
8 TOTAL AREA OF WETLANDS DELINATED - 692,s .ft, 0.016 AC. q / , Q i 6' \
- 1 \ '1 1 ;
RALPH C g ~ / i ' ~ ~ 't, • ,J A1AE BLACKLEY 1 ~ -
/ / ~ 1 D.B. 660, PG. 297 - Q _ P.B. 16 PC. 113 ~ ` - - • • , ~ ~ , ~
PIN ~ 1837-18-9113 ~ '•1 11 ' • ~ i H.M. BLACKLEY ~ ~ ,
i / D.' 144'•PG. 372 '`t 1~~ 't, i ' i i PIN'.183'1•-i19-033) t ; , , ' ~ I ; ' : • LEGEND:
' 1 NIF.' , •CENTURA BANK TRUST : ~ ,l EIP EXISTING IRON PIPE
' 1 i , ' N•, ; ~ - EDITH;ADAMY" : ~ / ~ , ~ EPK -EXISTING PK NAIL 1 ~ ! i' ,1 , ~ I ~ \ - D.B. 8x5, P~;'785•• ~ _ , ` -NEW IRON PIPE SET
BRENDA KAY PEACE / / ~ ~ t 'I 11 / i i 1 I o.A. 712, Pc. +ab. / / I _ _ _ _ 1 I ' ~ ' . ; % 11 , , ; ~ ; 1 1 ; P.8,.45, ~G. t~9 _ R/W -RIGHT OF WAY ' % / '1 ..P_IN' 8138-21><7481.. • i ;
N/F PIN 1837-26- ~ ~ ~ - ",T' _ _ ~ i 't ~ ,fir ~ CHRYSTAL DAINI / .!r I I ~ ~ - • I~, T / 1 I 1 ~ % r, ~ r r r' r I, ' _ ~ l iI CAN A I„ i r ~ , • ;;l - 1 ` • ` i i _ - C BLE TV BOX
~ ENCLEBRIGHT y / • - I I- -e , - _ ` ` _'r . • i ill i ' I t D.B. 864 PG. 928 I { / / ~ .'I' I i • I.. J._ ~ I r - '1 / `t y" _'F- _I ~ i I ' t 1 ~ ~ 111 I ~ ~ -I; ~ : , EB -ELECTRIC BOX y' \ ; TEL -TELEPHONE PEDESTAL
~ PIN 1637-26-3115 I / / . I I ~'•_L.~....~' _ _ ; I T 11'~ , 1: i 1~ ~ y~~.~, '~"`1~'"\ _ I~'''t .-;=%'~`4 - _ 1` %j PP -POWER POLE
I / ~ J III ~ •.I I. ~ ; • , . !I '11~ 0217'• i' OHL -OVERHEAD LINE ~''s`• ~ ~ LP LIGHT POLE
r I' , 1 \I , ` \ / 11¢Q~ _ E METER ,1 , ..1, _'7 t"; ' 10,01' / rI /
' , • , . I 4 -.I ,III ; I I I, , I'! I; ~ \ ' ~ 7 i i _ ' 1Q01 / WV -WATER VALVE
~ i III , . / II'''I. I 1 , , .r, i . .NI 1 •~~'•X 'v I ~ ~ I r r - _.r::• 447 ..•..l~~z~''••, ;CO SEWER CLEAN-OUT `,I • \ \1 a \m,r i. i i h % 1 ~ _ - - ; / I ~ a.
N~ ~ ~ . ~ / y ~ 1~ I I I .1..1•x' I I • sTEVEN H e 1 / ,i r.~ ~i r-1''•!-•-_ I J I ( {.,I I I I ~ ;1 ~ I , .,I ; ~ it I , I , , ; ; • -
SHARON K LAZARZ / \ . f ; 2 , r• - I • I I I / % ' I ' ~J •I- . I D.B. 869, PG. 238 ~ / / I i I I ' • F. 1 I 1 I'. •11 -r•. 1 ~ f i ( \ I .I ~l I . I ~ ( ? '1 I ,
PIN 1837- 7- / , ~ : I ; / I I•, t I •J^., •_.I 1••1"~ ' i" :I / 2 3396 /1 / \ . , i' ~ I I'• T 1 I 11 1. . ! • i I ~
i I f; .7. i`` ~ ! t~ 1q•Irt. l I I I~~ I ; 1 ' I - ' 1 I ! 1 1',
~ / / • ~ ~ ~ / ~ i li i I ~ •,I ~J'• I •,1..~ I I ••I.J'' I i•I I 1 1 I i \ 1 , ,11 1 1 , 1 , ; ( • I I I , i ~ ~ f I ' / ~ ~ / ~I/ ~ I I i 1 , ' , I i , I, ,1~a1 ? i;.~ - ~I i i ~ '1 177. il,., j, ,
I I ' I I \ '1, , ~ ~ I ,I •I I~''•. I i i ? I .I i ~ I , ;oK I
/ / ~ ~ ~ ' ; ~ ~ •,I ~ 'III `•L_I. I I I I• III I I 1 ' 11 t • `1 r, 14 .,i ,~r, 1. 16 , , I ; ? ' .i ' , ,
i _ . I I I ' \ I 1 ti' ' ` T'\ ` ' 1 ~ 1tJ n . , ! I • I , ~ 1 i i I I ~ 1 it ~ 1 , I 1 I D~,~ ' , • , , . \,,loa TJ~'+~AMUGq 138s t~~r I 1 42,s "C"' I ' M ' 47 s , ! , • , , I , ,
I I •I, • !Q,.,, . ;11'. ; . IPXRId b,9~•,Af>~ 0 53• A • I , 1 N•f~' , ~ ; ' a , i . ; 0 193', ; , ; , ~v~~ • 10,.950,AC.1 , 0.x'77 AC, ;1 , I• I --I--1-- , • , t I ~ j 1:03, AC., S ' , i , ; I . 'I ;I
I' I \ '1 , `Ili, ,l, ~ . '1•,, ~ '•t'I .,I \ I, I: I ~ I I i , i / ~I i I{!~ / ' ,I ~ ~ 1 ; I \ ; 'tl 1 , ` i , ~ I \ `•1 I I I 1 1 ~ i ' ! ' i ! y 1 I I ~ ,
, St10PE ~i~. 11 ~ 1! + 1 ~ , \ , ~ ? I , 1 ' ! . , ~ , y I I I . ~
I - -'J 'oRrWnACb; 1, 11 I I1 i / . , ,j/ I i ' i 1
I 1 ' 1, ' , • , 1 ~t`'`~' , I ' ; I I t 1I I ' I r ,f , i ~l ' j ^ ' ~I ~ ~ I 'I MISS 'Ofl \ , , ~ 1 •SLOPE 1 1 , I / ~ , I 'I ' ' ~ I. ' 1
~ ~I 1? •I I lqS~ 1 ; L•. ' I'`, I 1 •1 •L. _a i I ! ,~'r ~~I I ,1 I . ' ( `_S" ~ ~ ~ ~ EASEMENT ? - L - - - J I ~ 1 , ,Vi , , i /l /r~ 1 I ; 1 I ~ I ~ 1
1 1 i' ; uMlrsl%E \ 1 1 I li i ~ , 1 I' ~ ' \ _ ,1 1Jl i , I 100' TAR PAMLICO
~ _ I r , 1 , I ,1, , \ • ~ ` ' 1, g5TUR8 D AREA I ` 1 , ~ I ( I \ , I , 1' ` • ` • ' • 11 DD , ~ t` . ~ ; r , , ~ 1 I', RIPARIAN BUFFER , 1 1 ; , ? I, 1 '1 \ i
y, 1 , ',1 , ~ ' ; ~ ~ + 110. i , ,I' 11•, 1 '1 ; \ •.T 1 , , , , ul 1 , \ , ; ` , i ~1,c ITS OB 1 1 ~ \ \I + ' T ~ I, ' 1 '1 ; \
,'1 j~, I: 1, l _r 'i•'• , . 1. . I , • N + N, ' ' \ , ' ,1 Y'~ ED ~RE11 5{ I' \I \ \ ,1 1', ,
I ~ . ; ~ ' I• , I . I III;' i•, - - _ , I ' 1 L~M115 OF; ' , '1', , , ~ - ,~11` Ill + ' \ ~ \ ` , 1• , . . AISTIIRB~ A,iF~{ ,,1, , , ,
EPK ',•I'~ 40 r \ , ~ I ( I ' 3 ~ • - I ~ ` Ir' '•,I •I, ~t l .L. ~ • ~ I + ~ ~',~I 1i' \ 1 ' ` LIMI'rS,DF , 1 -14I - . ' `wFY ` „ . 1''.1...1•...,1 ' , t~; i"1~ II ' ~ i i jt E1tSE~j~` DI REED •1RE11,, ' ~ ' 1 , , 1 ~ i y , `,C '1,
I • 1'` 3' ~ , I 1 r 1 ,J. I -I• ~ ~•i.,.., , I \I 'p,• I'•t. I ~ I I \ ~ -•r-~ 'I ~ i . I'I I `II 1 ' ~ 1' ; 1 I! r - - i ~ ~InTAIN E' • EfASEp '•1 • \ \ ''1 , ; ~,~1 ,
I ~I'• 1 \ .i `~\1 ,I , I I 't' - 'I.1•,L, j', .L~; _ ~ I T•' I I• .J` 1 i 'il'li, l; 1 I•. . ; •1 ;`+`TEMT.,• , N/r I y •,f , f , , I 1 1, , , '1 1 , ~ , , ,11'
1 • I I'~• , ; I ~ i ,i: ' I I I i 1 ~ I ~ 1. ,'1 1 \ I' ~ OENTURA BANK TRUST ,I ' f.I; I' i , ,'I I ~ ''1- ,J, 'r • 1 , • '1:QITa ADAMS 1 ~I ,I a I ' ,
, I '"I-' I I I . \ I , , \ / ,1~1~.; 1 ,I' ,11' ` \ b!(3. 8 5, PG. 785 ~L..`I .411228 •p:fL'~ / i '`\I . ' ~ i I , ~ I .1 ~ 1 ' 11 ~ 1, '1 . ,i~3 :ft , \ l ~ 1~~ACr 'l ; , , '1 ` P.~. 2~,PG. 129
_ •1 " 1. , • ' ~1 ~ 1!!, ;I;~', 1'I ~ i 1 w ~.'•d~;~ % 21 ' \ , ~ \ PIN,/'8138=41-7481 ..a9 :41'4: , '1' • N , 1' l ' ~ , , .913' C. ' , \ \ ,
~ •I•, . r 'i ' 41\236 \ , \ \ , , I 1 . p I .a•• ",7, rl ~ I 1 1 ••I,, ~t,OJ4,i4'R, ~ ,
'a' X11,.• ' ~X ' i 1: \ ..r$6Q.AC. f•1 \1, - ,
•i-• •I' , 'I 1,,,1,,,1, r',, 1 ...._..J • I ~ ' ' ~ + ~ ,
to t`'•- , I I 111'•. h 'd`, ~ \ .1..!. ' I ' I
'1•_ 'i i' ';t' , 1' ~'?~ts~ , •1. I I 1 111 '1 . ,,I •'I.. I ,,1:, r , ii 1•,.: _ \~2 ,\I ; ; ~ i,, ,11,1 / 'Q
I %1 - ~'__~s..-y_ I . ~ 7 L L _ ! r I I I, , ili'i ail \ \ ,t• 9~ 731194 1' \ t......•.- - - ~t' ,1 . RI AN a "M~-t?"'• ..I.- _ •1 ~c ;~+'I"'
11 I i . ` 1,
F _ ~ .r~~7..~•~ , •I.,` 'T'om , r,~ 1
, ~ I ~ 1i ;n. 'r i I ..i 1 i ,•'I , I i,' ~"/Ii. ,/•f%/ ///~'i~ L~ ~~~f
• ~ r• / ~ ~ / ~,r
•It _ • • / I~ i - v ~ 0 , . ~ f 033315 W •J••.
, ; I N _ ~r r. ~ ~
JEFFREY O.~PREDDY ~ ~nr _ D.B. 622, dG. 285 A . ~ .
PIN 1837-77-9965 I ~ ~ N/F ~ ~
~ AMANDA DIXON & ~ ~ r ~ ` ~ ~ ~ ~ uURA ABTREE \
I D.e. 2003, Pc. Asa PIN ~ 161-41-1773 \
I `4f ~ \
I I Z~ 1
TOTAL AREA = 21.578 AC. a ar ~ LEGEND: Qr 1
~ TO BE SUBDIVIDED EIP -EXISTING IRON PIPE ~
EPK -EXISTING PK NAIL ~ NIP -NEW IRON PIPE SET L - _ _ _ _
R/W -RIGHT OF WAY
~ LESS R W = 1.021 AC. ~ , CATV -CABLE N BOX EB -ELECTRIC BOX
TEL -TELEPHONE PEDESTAL
NET AREA = 20.557 AC. OVMI ' EVELOP PP -POWER POLE
OHL -OVERHEAD LINE Cddl INVESTMENTS LP -LIGHT POLE
650 JIOFIN SANDLING ROAD ~ -WATER METER
TOTAL LOTS = 15 FRANKLMITON, NC 27525 ~ -WATER VALVE 50' RIGHT OF WAY [phone] CO -SEWER CLEAN-OUT
AVERAGE LOT SIZE = 1.370 AC. , PRELIMINARY SUBDIVISION PLAN FOR
8 SHOULDER - 8' 20' PAVEMENT 6' 6' SHOULDER SHOULDER g1CH I
TOTAL ROAD LENGTH 779' 1• PER FT. 1. ~ FT, 1 4" PER FT. 1 • PER FT. 4+\ P H 1 A
l \/1111/11 11 /I/// 11 CAR /i LOCAL RESIDENTIAL '(~,,.M..1„O
7r\ PROPOSED USE - RESIDENTIAL SINGLE r Q`,.'' •.~i OWNER: BLUE SKY TIMBER PR s A ~ ~0 ,,.ti , OPERTIES, LLC
FAMILY SUBDIVISION l~EIIPAYE ASPHALT MIX • O•' ';9 ~ •Q REF:
: - ~ D B. 968, PG. 248 SEAL
-3794 ~ Q: BRASSFIELD TOWNSHIP
TOTAL DISTURBED AREA 1.5 AC. ~~9 ~J:
I HEREBY CERTIFY THAT APPI =?,'•'~oS GRANVILLE COUNTY, NORTH CAROLINA ZT1FY THAT APPROVAL WAS GRANTED TO THIS MAJOR ',~C' '""•'••'•'''~p~.`
PRELIMINARY PLAT BY THE GI THEIR MEETING ON P T /i ~ \v'\\\ LA BY THE GRANVILLE COUNTY PLANNING BOARD AT q P. 1,~j,~~~ G ON THIS MAJOR PREUMINARY , I~~//~" 100 50 0 _ 100 200 y
P"T SHALL EXPIRE TWO (2) EXPIRE TWO (2) YEARS FROM THE APPROVAL DATE.
z-ZZ~DG ~
SCALE 1 "=100' Y
DATE ANVILLE COUNTY PLANNING DIRECTOR
JANUARY 31, 2005 g J
W ZONED AR-40
U
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FOF PIN #1837-29-6048 ~ FOREST, N.C., 275879 (919) 556-~l 48 F- S
SHEET 1

1
~ , \
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~ 1 , ~ , e ''~1`~ A a r / I 1 r I / I ~ I I / / I / 1 r I/ r r r / 1 / / ~ ' 1 fr ~ 1 r I / ~ ~I II , ~ I I I I I
, ` ` t , \ ~ t ~ v~ ~ , ~ 1 , ~ \ ` ` ~ TEF~P0RARY~VER91ON DuCH TIDE ` t \ . ~ ~ + 1 \ ' ' \ / • ~ INSTAI'J`ED DURNJG 51RU 11ON 6P ~ ~ ` ` ~ \ I f 1 / r / I ~ ~ 11 I 1 1 I / / r r r / / , ~ 1 'I ,I , I I I / / 1 r r ~ I
~ . , ~ 1 \1~, ~ ~ \ WPE. 01T6H T ~ MED TH " ` ' I , ~f~*`„.'. ~ 1 ? ~ ~ , + 1 ~ ' 1 \ ~ \ PlA\SJIC TO PR AND ` I I I I , , / ' ~ r ~ , t , f , I , ~ ~ I , / r I I r I! ( / 1 , 1 1 1 r
, , ' a., t v ~ ~ ' ~ ~ ~ ~ A ~ ~,SHOULB~BE DIM6N I D N~D. ~ ` , ` ` I 1,11 t, \ ~i' , ~ ,~Y I \ I 1 I I I ~ ~ / r l / / n 1 / I 1 r 1 ( I / / , I , I
\ , 1 1 , . \ ~c R TH HEADW tl= , \ i I y, ~V~s- . I I I I I I ~ ~ ~ / l T r ~ r ~ r/ ~ r ~ I I I I I t ` , , 1 1 1 I ( f / , r I/r / I 1 ( 1 , 1 1 I • \ I 1 ` 1 1 1 / / I / ~ I
STREAM CHANNEL DISTURBANCE 149.5 L.F. 1 ~ ~ LEVEL SPREADER / 2 ` I , 1 7, \ Q10-57~2ofs \ Hw~3.68 ~ , I / I 1 1 I / ! I I I 1 I I 7/ 7 ~ 1 f I ` I 1 1 1 l 1 ` 1 1 / / I 1 / ( , 1 1 I I I 1 / ~ / I / I I I ,
TAR-PAMLICO RIPARIAN ,ENTRANCE wIDTH=10' ' , , ~ ~ `t \ Q~5=69.1Qc s Hw=3.84' , BUFFER ZONE 1 8,898 S.F. ~ ( ~ \ 1 ~ I 1 ~ yL I I I r r I I I ~ I 1 1 ` I , ` I~ 1 I ( / I / I r I 1
~ ENd IDTH=3+ I ` , ' ~ f ~r ~ iEh1P0RARY~ 1a =111 - ` ` TAR-PAMLICO RIPARIAN BUFFER ZONE 2 = 4 762 S.F. ~ FLOw'= D.9'8 ~n ' I l , ' ~ ~1 ~ IM6Nr \ Q 0 90cfa ~Iw-d,24 LEVEL`SPREAOER /,4 \ ? `~...-fir I , \ \ 1 1 I 1 1 I / / ~ , Y ` I ' 1 I I I ' 1 I I f I 1 v , , , , r , , / /I , , I 1 I
LENLIRH=0.9d cfs a 13'~12.7~'I \ t 1 , ~ , v . tt t \ `PIT ~ 4`~ , \ ` ENTRANCE WIDTH=1~ ~ ` , ~ ~ LENGTH=13' 1Lp TAR-~ cD Z 1 l 2r3; x` 2 $ 4' \ , ~ , END\WIDTH=3' t ~ \ ~ 1, t ~ \ 1 I I I ~ I r / 1'I I I , I t 1 1 I / 1
1 t DEPTH=0.5+ I I AR R ~ 4 ~ , t , .FLOW Qp.90 cls ~ , 1 , 1 ~ ~ ~ ~ ti ` A , , LENCTH~0.90 cPs,~ 13' 1.7D' ~ GRASS SWALE t , 1 ~ .x ENO \ , 'r ~ \ ~ hENGTH=14' \ ` 1 ' 1 I I I I/ I ' / r ' / / ' I 1 I 1 I 1 1 r I \ 1 I I I / / I I
r r ~ , r ' ~ 1 c TOE I~ x " ` I ~ DRAINAGE ` D~RTH=0.5'? ` \ ? , , 1 I I 1 , I ~ I I r / / I I 1 1 I , 1 ~ I I I ~ I I / ' I I ( I 1 1 1 I 1 1 \ I I , ( I 1 I I I , , r r I I , 1 I 1 I I I
r ~ ? I , ,TEMPORARr<ORNN , , ` ` , ~ EASEMI: T GRASS`SWA~E ~ , I ~ N I , I , j , , SEDIMENT ~AS[MEI~T ~ ` , , , ~ , i ~ 1 , 1 LIMITS OF \ \ \ ` I 1 ~ 1 ~ 1 I ? ~ LIINTS OF , I I ~ , f 1 \ ( , 1 I ' , 1 \ ~
PIT 2 1 I _J t~ , 1 ~ \ , i r ' TS OFI 124' X113' % 4' ' \ -ice ~ ~~ISTURBEQ AREA \ 1 ` DIS AREA 1 I I .r~V ' I I r r t I / 1 1 ~ ` I I ? \ ~ \ ` ~ ``Q?l , UMI 01 I / I r t r ARYn ~ \ ' 1 1 1 ` ( ~ I 1
~ ~ DIS1~B A ' ' ' ~ t ED ARE 1 ~ I t \ ~ - r i , , 1 1 ~ , , , , . dISTUR AREAr , 1 1 1 t I , I I ' , ~ IM NT , 1 1 1 1 I I 1 ~ I 1 , \ \ ~ 1 1 1 ~ 1., I 1 w,ris 1 1~ 1 I
I ' U ITS qF ~ 1 I ~ ~ ~ ~ ; ~ ` r ~ \ ~ 1 1 . ~ \ ` ~ t I CON91RI1CtiED CHANNEL 26' x a4' x 4' \ \ \ e \ ` 1 ,
r SL . t . . ' TE• +--GRASS TCH ~ I ' , , • ~ ~ RURAP~ OR EQWAL I I , 1 1 I ~ 1 IUTE•.D11' 1 r I ~ e 1 1
I , , , ~ , ' l t ~ ~ ,1, ~ , ` +00 23+P9.1 I 1, 1 1? ` 1 e 1, 1 2 +~00 1 ~ 22+00 1 1 , 23 1 ~ , I , -I I I- I--t \ 1 06 \ I 1C'r ~ ~ ~
C~ ZONE 1 ~ 1 r. , ~ 19+ \ , 20+oe ~ 15+00 ` 16±00 , , ~ ~ ~ , t
-ZONE 2 ~ , - ~ ~ ~ ' , 1 1 I ` I 1 ' ~ ' 1 I ' , 1 , 111 ' \1 ? , 1 1 , I 1 ` 1 1 ' 1 r , 1 ' ' 1 I 1 I 1 1 ' I \
~ , , „ , TE. +r~-GRASS q -'GRASS DITC I ' / I ' I 1 ~ ~ , ' 1 I 1 I \ `
P-RAP OR QU x'. . ~ - 1 . c`• :ter ~ . ` ` ` ? \ ' I 1 ' 1 ~ 1 ~ 120' DRNNAGE ' \ ~ 1 1 ~ 1 1 ~ 1 1 e
~ ` 1 1 t 1 ` I 1 1 ' ` / 1 ~ 1 ~ 1 1 1 1 \ \ \ Utll OF , l 1 liter 1 1 1 1 1 ' '
~ , ~ . I , ` , \ , 11 ~ ~ ~ ~ SLOPE i ' I , MPdRARY DRAINA~ ~ I UMI OF . I S~OPE R I ~ \ ? \ DIS1U AREA I 1 1 1 a 1 \ 1 1 1 1 1 t 1 1 1 1 1 1 \ • \ MSTAl1 1 ~ e 1 Level Spreader (rat b scale
~ ~ IM T , 1 DISTU A , I ~ ~ I EASEMENT ARE DRAINAGE , ~ ~ , 1 I 1 EASEMENT ~ v ~ ~ ~I? N 3 ~ \ , CNiCIC e \ ` ~ 1 ? ? ? ` DAYS N ALi ' `I ~ \ `I ~ ~ 1 1 20.0' SEDIMENT 1 1 11 \
i ~ ( ` ' ~ ' 1 3X1$'%4' ' ` ~ , , SEDIpENT' 11 LL x, +I I ~ , L ~ _ 1 I ? \ dTCFIES AS 1 I 1 ~ ' 1 BASIN AINT6NAN 1 ? ? , NECESSARY 1 I LIMITS OF 1 s 1 ' 1 EA YENJ I 1 ~ ~,~y ~.wu±4+lw..
' I 1 11 IPhT {'d I I , 1 , I ~ ilf ,LEY4L SPREAqDER / D . ~ ' ~ ` 1 2M X .1' )E ~ , 1 y ENTRANCE W1 TH=10' ` , - \ r I 1 , I ~ 1 , 1~` 1 ~ f ~ ` ~t ' , ~ END WIDTH \ • ~ ~ 1 1 \ 1 1 1 1 V stet ryNl a,.,..~,. h, ~ 1 . ` ? 1 1 ! 1 I DISTURBED AREA 1 e 1 \ ` 1 , 1 1 , ^ dicer 0d -.,,,4~IS :•Tran61t1011 ~ ? ~ ? 1 1 s ~ 1 1 ~ 1 Y6 S 0 :.1y~ e• .r': ~n.!~...,. \ I I I 1 , ~ 1 1 1 \ \ 1 1 1 I / ~~fl, :N~. ,F° L ` tDO Qr B ? . ` I I ' 1 1 1 1 1 1 1 ` I~ ~I A, .4.^.'~~i/ 1`~l'+{r•....':
. I 1 ~ 1 i ~ ~ ' ~ ' , v I 1 I c t FLOW = 0.90~ts \ ~ 1 . , ~~L i « ` ~ ` \ ? ` I I I , I 1` 1 \ \ 1 1 1 ` \ 11 1 1 1 1 1 t r~~ ~°r'~':NN3frill.+~~1.. r~~r~\ I! r~l, ~''N t 1 1$ tlY~
EVLT. SPREAO R Q , , , 1 I ~ \ ~ (t , LENGTH=0,9D,ch 1311.70' , ~ ~ . I I ~ I 1 i ENTRANC Wp~_ t v i ; \ . Ea O` 1 1 , r __I , LENGTH=12' v ~ \ V ~ I ~ 1 I ~ ~ 1 1 1 1 \ 1 ~ 1 1 \ 1 1 1 1 1 ~'!f'r~~,4"w.!I;:,,NL 'rl 1 ~~"r L e, u~+' ? A • .i A ~ 1 1 1 ~ ~ 1 , 1 1 1 1 1 :l.A~.w ~ yxy. e. ~ i"~~'7?~'j .ntiN l \ 1 1 1 1 1 M. y: ,.1 1 r,
e- r I ~ I I FL W ~0.98'ci` ` ~ ~ t \ 1 ~ l 1'v ~ 1 EPTH-8.5' . ~ 0 . . ~ L, , ` \ ` \ \ \ 1 1 1 1 \ 1 , 1 \ 1 1 'IIlA~ •1. A"'Y~•xe/~%'~r \ } M . . , \ ? ~ . ` 1 1 e ` \ 1 \ l 1 1 1 ~ 1 1 -yy"'J ii,. ~~t„a,;,,y '~~.'r~NL a AI ,.o , ~ N { )....I , la !a e I . v ? ` ? , ~ ~ \ \ 1 e \ v , 1 1 1 1 1 (q•. w..1 L. rl, J, r. 4 \ ~ J L L~ ~`y. S b Iced
\ - ~ _ ~ ' , J LEN TH=0,98 tfs ~ 131 .~4~ ' 1, ~ 1 , t ~ ' SW~1E ` ' ~ - - ~ I ~ LENGTH= 3i ' ~ ~ I' ~ ~ ~ . ' ~ I ~ ~ ~ kIP-RAP~6NERGY DISSIPATOF~' • A - ~ ~ , 1 I ~ , ~ t 1 v ~ I 1 1 ` e \ \ 1 1 N„ ...y~ ~I , 0•~' 1._ \ / \ y v 9.S~pff - \ V ? , ~ v 1 e ~ ~ 1 A 1 ~ 1 ` ~ 1 1 Slable Lei' h ?.h y., ~ ~ Jv, N~, r ~~y,a,
_ I ' ' ~ ' 1 h ~ ~ I IDEP7~1=051 I I 1 1' ~ 4 1 1 t L1~IGTH=18 NID1H+10' , f • - ' ASS SW I ' I,~ , rj ` - ` f f SQ. 22 , M9VIMUM CKNE~S. , T~ ~ r ~ r /~I 1 1 ~ ~ r r.r ~ ~ ~ 1 S ~ 1 . ` \ \ 1 1 ~ e ~ ~ 1 ` e ' ~ . 1 1 1 1 1 undisturbetl r• . c, 1. "u. p. , ~ a.. N. ..t : A , 1 r 1 e \ \ 1 I d, ~ ~ v ? . ? 1 ` ~ ~ e ` ~ 1 1 1 dallBl ~ 6„ ~ ,r. ¢ r, w. /'v y. ? ~ ? 1 ` 1 ` e s 1 \ 1 1 1 1 1 J, w. c. h .,t., ' . 1. ~ ~.J L "
- ~ - , I I V; 1 x~..; ~ C00.T CLASS 13' STO ~ ~ \ ~ ? ? ? ~ 1 1 1 ~1 1 ~1 A ~ AI \ e 1 ~ 1 , 1 1 1 ( 1 J. id W. ~r., A~ w•. Ir, ~1~~
y ~ v ~ / ~ v . 1 1 1 1 ~ 1 L ~ 1,,. ,Ir. r;l• 'I" ~ 6 t.~~ ~ I ` \ / 1 ~ 1 1 1 li W° pp • ~ I I A \ 1 1 1 ~ 1 1 I ~ r .~•~..1.~, h~... nd
~ ` ' \ \ ~ ~ I 1 1 1 ' \ ~ l \ ~ , ` 1 t•.' ,.F. ,t:. ~ d rr. A La ,I,• ~ r
-I ~ I/ ? 1 1 1 1 \ / ~N~ \ ` " / ~ I ~ ~ \ t \ e 1 \ 1 Figure 6.1n1 Lms; snromk~~s d!s+D''stlpCwParsePmr!Iw4moc of ccncMtra~d low xn;ss staFbswpns • J ~ `y
~ .v ` ~ ? I J 1 1 , ~ ~ \ 1 1
- ~ , 1,,,, 1' , I 111' , ' . \ \ 1 s ~ ? ? ~ ~ ) I I 1 v ` ` ` ` ` 1 ` 1 Crodr-.'!he grade ptJte Lrtl2U fal nt lhr di>•cnan channel sbtnlld siiM ` ~ 1 Pm i • ~ ? , \ ~ • ~ r r I , ~ \ ? \ \ ` ~ ~ 1 asnNnlhtrmsuimGomchannld aleNelellhe r
t I~ r • I I , . ~ \ / I ~ r , ~ 1 \ 1 1 1 ( I PJINe sprxkr'thegnnkefthr ? • \ _ . 1 , / , \ v ` 1 , sprcadcrshottnflxU!4,
r t , / 1 I ' ~ ? ? ~ _ I i I 1 1 1 \ 1 Sp ndnllp-CnnstrucilhekvcllipunundLUUrtMdsldlwunifnrtnhcignllnd ?
i ` ~ , ~ ` . I ~ ~ t ~ s 1 ~ 1 zaa over Inc Inngln of die sprtada. PmWCt it widf an aosinn~resislam ` ~ , ~ • ? ~ ' ' I ` ~ ` \ v 1 ` ` ' 1 1 malcrial„such a5 f hcrglnss mailing, Nt prevem rllrsion and alklw srgnalion w \ • • ~ \ 1 ` t I 6ttnmersushluhed.
HIGH POINT ELEV = 412.39 • ~ . . ~ \ ` ` 1 1
HIGH POINT STA = 13+68.54 / , ~ \ 1 1 ` 1 I ` QudN nna•-The oulki disposal a¢a mnsi Ir lenrrally smooth ariA well•rrRt'INrd rsirh / mnahnum slope nt IU9F,
PVI STA = 14+50 SEEO ANO MULCH ARE GROUND PVI ELEV = 416.25 H DESIGN DATA; Do=20.38 AC. VrgeNasealldishnbrdlgcaa.
A.D. _ -14.59 QO' 010=57,52 efa COtI$tfUCf1011 r. Themaningdboldhrammcnumnt4ftwideex. r
K = 20.56 L=100.00' h`t1dNg ti iMlM~e u et the SLOPE=3.75X SpOCIIIC8110f15 ~ °0'1 b inclzs deep in a veAical tresn:h an the lower edgc.'I1x lpprv
I I NSTAU PLASTIC L ~ V10=15.82 fps edge ~ apaailat an?uddy rul sod air! lx xtwely held in pLur with NSTALL PLASTIC LINER rtasrly ap1IX11 hrl.y duty wire staplrs a bast (2 inches tang,
300.00' VC 1.01' 3.0' OR APPROVED EOU LOW POINT ELEV =386.23 CLEAN WATER BY-PASS CHANNEL CONSTRUCTION SPECIE OR APPRO\IED EQUAL 2. EnsaT lhal the spreader lip is Level ftr uniform spttadinl of aam nL~afr
LOW POINT STA = 18+33.34 SEED k STABILIZE CLEAN wAIER DIVERSION CHANNEL CfkISTRUCiION SPECIFICATfONS R dYERSION CHANNEL J. Conslnxt the kvct sprcsder m unfiswlM4 soil (not IM fi6),
IMMEDIATELY UPON CONSTRUCTION OF CHANNEL, PVI STA = 1$+00 USE NAG CJ50 LINING FOR CHANNEL STABIUZAiION. ON OF CHANNEL HIGH POINT ELEV = 401.54 Cnnstnlu a Zan nalsaial satinn from Ins. divasum e ~NNEL STABIUZATpN. hamtri m mend I
°o N PVI ELEV = 376.85 HIGH POINT STA = 21+89.22 snlouthl Ihewid
+ A.D. = 19.30 PVI = 21+75 P L -407.00
K = 20.73 I A.D. = 4.69
U U > > 400.00 VC m m I K = 20.43
I I
300.001 VC , HORIZONTAL SCALE 1 =50
VERTICAL SCALE 1 "=10'
g + Oi _ ~o m
N O
n t N C1 N C~1 r j ~
D] m 8 M 0 ~ ~ N M 01 O Q1 N M] N M
+ (V N M Yl ' ~ O1 r - !!I W V M U r ~ ~
? ? liJ U 0] 0] ' W W A W 0] m
> U > `
? W i V W
- 501 RIGHT OF WAY
?
81 20' PAVEMENT 6' 6'
SHOULDER DITCH
~
1" PER FT. 1 4" PER FT. 1` PER FT \ r 3• r
2\ LOCAL RESIDENTIAL
, 2" 6 SF 9.5 A "1? 1 SUPERPAVE ASPHALT MI%
\ ~ \ , B" ABC
r i
r i
i
\ / t ,
, ~ , , , r \\1\Illillff/~~// t~ CAgO
«M«,,,,, PROFILE LEGEND P ~ .~i
1 r I ~ .`fi'r ~~~.2~,
Q..,-' ; - - - - - -EXISTING GROUND CL SEAL` _
- - -EXISTING GROUND RIGHT L-3794
18+00 100' LF 0 48" RCP WITH HEADWALL ' ~ r9 0 : ~ .
INV IN =365.50' %~J/'•r;~'0 ~ ~r~' ~j ~ EXISTING GROUND LEFT
INV OUT =361.75' SLOPE = 3.7571 1~ FlNISHEO GRADE CL
~ ` TOP OF ASPHALT
2-2Z-oG
DATUd( BLEU
350.00
OiM fOM ~m n~ Wpb 01~ fMI QOi ~a C4p wN M1~ Ian C4Oi c F 'tN n~ t ~ 0
gg ~M ~0 0100 C K1 M) M M M MIS ~7 M M M p pi~ pOr .O t
Pr) MM `n g ~g g M
16+00 17+00 18+00 19+00 10+00
x+00 21+00 22+00 23+00
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL
LAND SURVEYORS, 9 A ST 0 N A .P P.O. OX 12531 WA FOREST, N. 275879 [phone] ' WAKE SHEET 2

1 D ETAI ~
T D ETAI ~ MAP
~ ~ ~ ' I 1 11 ` ~ 1 I I ~ i ~ i ~ , ~ 1 I I
, 1 1 \ I ~ ~ \ 1 1 1 1 1 I ~ ~ I 1 \ ~ \ ~ \
l ~ ~ 1 1 ' ,
\ ~
1 1 1 1 1 ~ \ \ 1 1 1 ~ ~ 1 1~ / ~
\ ~ ~ 1 1 ~ , , ~ \ 1 , \ ~ 1 I 1 1 1 ~ ~ 1 I 1 \
~ ~ 1 ~ ~ ~ ~ ~ N ~I \ 1 E 1 ~ ~ \
\ ~ 1 1 I ~ 1 ~ \ 2b gRANgGE
, 1 ' 1 1 ~ \ SEJ~EN~ I ~ ~ _ ~
~ ~ ~ ~ ~ ~ ~ ~ \ v 1 1 t ~ \ \ , ~ ~ ` `
~ . ~ 1 I ~ ~ ~ ~ \ ~ ~ 1 ~ \
~ 1 1 I \ ~ ~ 1 \ ~ ~ ` ~ ~ ~ ~ + ~ ~ ~ ~
~~4,
\ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ZONE 2
\ \
\ ~ ~ ~ - ~ \ ~ 0
. \ 1 , ~
~ ~ ~ ~ \ \ ~ ~ ~ 1 ~ 1. ~ I I~HTOB \ 1 ~ ~ ~ ~ TEM13 ARY D RS D ~
` ' 1 \ \ ~ ~ ~ INSTALL DURIN CO STRUCTION TRUCTION OF ~ ~ `
\ ~ ~ ~ \ ~ ~ ~ ~ \ I ~ .D WITH
~ . ~ ~ ~ ~ ~ ` ~ PIPS. DITCH TO B6 LINED WITH \ ~ . 1 1 , \ ` ~ 1 ~ \ \
1 . I \ ~ \ ~ PLAS1`I TO P~ VEN EROSION, AN 1 ~ , 1 ~ 1 , 'O~SION AND ~ ~ ~
1 ~ , ~ ~ ~ ULD E DIMEN ION D A N0~' ~H~O 1 , \ ~ ~ ~ A~. N01'~D. ~ ~ ~ ~ 1
~ t , \ . ~ \ ` 1 1 1 ~ ~ ~
1 , ` 1 \ r \ ~ \ 1 ~+0~0 1 0 1 1 1 1 1 1 , 1 I ~ ~ 1 ~ ~ \ \ \ ~ ` Q~l 1 0' LF ~ ~8" FRCP WITH 1~-IEADWALt~ _ ~ \
~ 1 l I \ ~ 1 1 I 1 \ D a 2~0. ~ 2~0~8 AC. ~ ~ \ ~ ~ ~ ~
~ ~ 1 1 ~ ~ ~ 10=~7. a2c 1 Q \ , 1 , 1 , 1 , 1 , 1 \ ~ ~ ~ ~ ~57.~Ycfs ~Hw=3.68'
LEVEL SPREADER # 2 , , 1 ~ ~ _ Q 6 .1~c =6~'.1 ~cf~ H,w=384' ~ ~ \
1 , . ' ENTRANCE WlDTH~10 ~ ~ \ ~ ~ 1 ~ 1 , 1 \ ~ ZEIv~PORARY _
_ i 1 Q10 0 ENd WIDTW-3 ~ ~ \ ~ ~ =7~.g~afS Few=4.~4~ LEVEL`SPREADER #~4 ~
~ , I ~ ~ ~ ~ ~ S~QIMENT 1 , 1 ~ FLOW'= 0.9'8 cf~ 1 \ 1 1 \ . ~ ~ ~ ~ ~ \ ENTRANCE WIDTH=1~'~ ~
~ ~ - ~ ~ ~ PIT # 4 , LENO?TH=0.98` cfs 13 ~12.7~ ~ , ` ~ 1 ~ ~ ~ ~ ~ ~ ~ ` ~ END~WIDTH=3'
~ \ ~ ~ 23X12 ,~4 , 1 LENGTH=13 ` TARLP M 100 ' 1 ~ 11 ~ ~ FLOW 0.90 cfsI
1 1 4 ~ ~ ~ , I 1 - ~ ` ~ 1 ' ~ ~ ~ PTH-0.5 1 \ \ ~ I 1 DE RI ARIAN\B FFER ~ ~ , ~ I ~ ' LENGTH~0.90 cfs,* 13'11.70'
^ ~ ~ \ 1 1 ~ 1
I ~ GRASS SWAL~ ~ ~ ~ \ ~ ~ , SI EIN 0~ 1 1 S~OPE & ~ LENGTH=1'2' ~ \
I L 1`OE` 1. IIOP & Q . ~ \ I I 1 1 ~ ~ 1 ~ , DRAINAGE DEPTH=0.5'~ ' ~
I ` 1 I Y DRAINA E OFI QP~ I, . EASEM~~JT GRASS~SWA~E I ~ ~
TEMPORAR ~ \ I I ' , 1 1 (1~ . ~ ~ ~ ~ ~ ~ , \ LIMITS OF ~ ~
SEDIM NT ASEME T 1, ~ ~ L ITS 0 ~ ~ , 1 I ' I 1 , \ ~ SLbP~ \ ~ ~ eISTURBEQ AREA ~ ~ ` ~ ~
I PIT 2 , 1 \ I ~ #I I y ~ IM~TS OF I ~ ~ ~ . ` - `
r L ~ ~ 1 ~ 24 X,13 X 4 I \ ~ 1 \ I 3 \ '~i ~ 1~ ~ ~ ~
1 DIST BED AREA 1 - I I 1 I I 1 1 ~ `t i1 ~ ~ ~ ~ , ~
! / ~ I / I 1 1 ~ - , 1 C ~ ~ ~ ~
! i ~ ~ I F ~ LIMITS Q J.UF~ .DITCH ~ Ric RAP OR EQ AL ~
! I I ~-r- ~ I NC L PE I 1 SILI•i FE ~ v FILLS ~ ~ ~ ~ ~
. ~ - A OR E UAL , ! RP R R ~ , q ~ ~ w w
, ~
i 1 1 ~
16+0 ~ 1 ~
> , _ ~ ~ 1~ ~ I ~ ~
I , ~ , ~ ~ ~ \ ~ , ~
i I 1 , ~ I ~ JU.. DITCH .
, , , RIP-RAP O~EQUAL \ . ~ ~
i 1 11 1 ` 1 , ~ ~ ~ ~ ~ a~~~~~u~.
• RAP-RAP OR QU ~='F~ JU E ~ ~ ~ 1
1 ~ S aC ~ ~ ~ Z~Q~oF~O'~ 9 "n
~ ~ - , I I 1 i ~ , SLOPE a . SF~- c
~ ~ 1 - - - - ~ , \ \ , 1 , ~ I { ~MPdRARY , DRAINAGE ~ ~37~ =
~ 1 1 1 1 ,~J• o;~; - ~ ~ 1 ~ DIMEYJT .EASEMENT ` ~ e
1 ' ~ `S OPEI & 1 1 ` LIMITS OF 1 l 1 1 1 ~ I 1
1 ' AR A D AINA6E 1 1 ~ , 1 DISTURBED E , , ra I ~ ~ 1 I 1 1 \ . , SIT ~y 3 . ` ~;~i,~ti su P ~o: 3' X 1~2' X 4' ~~p~`
~ EMEN'T Eg ~ TEM OVA Y , 1 1 ~ 1 51LT 51LT E~C~ ~ ~ ~ ~ ~ ~ 'Y~"'~~''
~ . ` ~ ` IM T~ ~ I SEDIMENT , 1 , ' ~ ~ AL AL~N FO ~ ~ LEVEU SPREABER ~ 3 i~ y °~7~L
~ I ` PI. 1 1 1 IL SLO I 1 T# 11 1 I
I 4 X ~ X~4 i 2 , 1 I ~F S E ~ ~ UM~TS~OF ENTRANCE WIDT~ 10' ` ~
~ ? I , 1 , I ( I I , 11 1 1 i 1 ~ ~ ~ ~ ~ ~ ~ FILL SLOPE ~ ENDS WIDTH= ~ ~
• I I ? I I 1 1 1 1 1 ' t ~ / ~ 1 ~ , ~ FLOW ~ 0.90 cfs
' 1 I 1 , I I 1 I 1 I I LEVEL SRREAD~R 1 , , 1 1 , 1 ~ , ~ENGTH=0.90 cfs * 13'=11.7~~
' ! , I - I I I 1 ~ I NTRANC W lei- 0 I E ~ ~ 1 1 1 1 I ~ ~ i ` ~ I ~ LENGTH=12' \
~ I \ 1 ' I , I I I END W,IDT =13 , 1 I , ' I ' , I ~ ~ \ ~ 1 ~~1 i 1 \ . ' ~ ~ ~ D TH=0.5' ~ ~ \ ~ ~
~ , , 1 , 1 1 I ~ I FLQW 0.~8 cf , , , I 1 r' , ~ I I 1 ~ i 1 1 ~ ~ ~ ~ ~ ~ \ GR~S SWALE ~
J I LEN TH=Q.98 rfs G 3 -1 4 I I I 'I ~I ~ ~ \ ' ~ ~ RIP-RA~P~ ENERGY DISSIPATE
I ~ , I , I I I , I I i ,LENGTH= 31 I ~ I ' ' 1 ~~I , , ~ ~ LENGTH=1$' wibTr=ion ~ ~
I I , I I i I , 1 1 V I-' ! = 1 I ,DEPT 0~5 ~ I , i
I , , I I , I ? 1 ~ RASS SWeLE 1 I I ~ I . ~--~-~50~0 ~ ~ MINIMUk1 THICKNESS
1' I , 1 I _ ~ I I ~ 1 I / 1 I I ~ 1 ~ ,I ~ ~ ~ ~ NCQOT CLASS~~'I" 13" Sil9NE 1 ~ ~ , \ \ ~ ~
I I I I I 1 I I 1 ~ ! I I I I I I
I ~ 1 i I I I I ~ I 1 ! ! I 1 1 , , ~
~ I ' 1 I I I l 1 1
- / I' I I 1 1 i / ! I , ~ I 1 I 1 I I I I I 1
~ / I I~ I I I
_ ~ / i _ I

~ ~ 1 i I I I 1 1 1 1 1 ~ ~ ` ' _ . ~ ~ / ~
i
SHEET 3

B U ~~ER AID D STREAM I M P 1 P ACT 1 D ETAI ~
TYP I CAS ROAD CR 0PAVEMENT ASS SECTI01~

i OQ~ a~ `
i ~v PROPOSED ROAD GRADE
i~v O~
~~O t^ ~
i~
iti. 0,~~
EXISTING ~
OF BANK ~ HEADWALL
HEADWALL PROPOSED CULVERT
EXISTING
EXISTING GROUND
EXISTING ~P OF BANK \ J / ' ` ~ J /
STREAM BED L~ ~
i
RIP-RAP i
- - _ _ ENERGY DISSAPITOR
100 LF ~ 3.75 - - - ` ~ ~ EADWALL 48" ,CU RT
INVERT IN
365.50' INVERT OUTEXISTING
361.75' STREAM BED .
APPROXIMATE WATER "
ELEVATION EXISTING STREAM
BOTTOM
DEPTH BELOW
EXISTING STREAM
BOTTOM FOR PIPE TO
BE BURIED TO ALLOW 1A
FOR AQUATIC LIFE - I I-III-I
PASSAGE ~ I-III-III-III-III-III-III-III-I
~=1 11=1 11=1 I I-I 11=1 11=1 11=1 11=1 I I-
I I-1 11=1 11=1 11=1 I I-1 I I-1 I I-1 11=1
-I 111 I I-III-1 I I-III-III-I 11=1 I I-
III-1 111 I I-I 11=1 11=1 I I-I I I ~ I'
~ I 1-1 I I..,I I I_„I I I~ ~,I I li i it I I_,,I I I_
`p .~o Essi"o 4L9
SEAL " - c
E L-3794 Q ' e .!9 O'Gj`
~:2// 1'~ SUR~E+: ~Gj~
. ~yq.......P

Z 7-0G
SHEET 4
i

- ' STONE CHECK DAM WITAWIiiION CIF Ne1'ITNG AND MATTING
rYoMou ~ tt aoseai sseitn sbseN M insslW : sooorenos ai11 lb1' f0 SCl71e
slsneirera'silwr~olN.Al7wawYM•lYp.po/lKSwd.Lpe~Ma title INkY ~d prarile tpa d n Ma ~ d Ile telGst wlrw K N Jr•
pWl. Yrslrion r NIwnM i Fiprt 1.I/a
MNY bltYitr sM ssM gives 4yise tM w a Inr. kapsrsrsue CONSTRUCTION SEQUENCE
ssniAg b stsa, usr. sroY N isoageleMl hraN IewlieS IM ellw A>telesr 611 ,sd,ssdrprgdasArwra line Chamnel
• above ohm 1. Obtain grading permit. - Z. Install gravel construction pad, tesporazy diwnione, silt
wi h t rip-rap iTAl1E1IE0 LpISTMItTt011 ENTMNCE Lancing, sediment basins oz other Masures as shown on the feet to solo) approved plan. Cleo only as necessary to install tlu:e devices.
he~c~it 3. Call . for onsite inspection by Environsrntal
PrpJie RigAt• Inspector sad obtain Certificate of Caplianes. so' aJs, •f'~ 4. Begin cUuing and grubbing. Maintain device as needed.
} ~ I I Rough grade site.
' ~~th P 5. Install storm sever (if shown) and protect inlets with silt ~ fencing, sediment traps or other approved measure a shown
m &iffit: fix S~dkrNnt Tnlptt,~a~d hnd: crpstrea Provide . rlau transltiw on the plan. Begin constructing building, etc.
Ste 1 Orh?e steel Ierlw at Mat 18• into sold . YMOOG fOiT: ANE NOT p you wowa lrirtlalr irewd aetroens~tsl~ltted croscruo- 6. Stabilize site as uses era brought up to finish grade with - PROtItd vegetation, paving, ditch linings, etc.
~ CHA EL CFcbaSECTION ACCEfTAYf,E 1 t/on retraaa sal PubJ~o Aiphe- oP-wV vc 7. Nhen construction is cospUte and all areas are stabilized
• Irlrelw RtMM pae~ with eeAAlgr ie veliMell pelt cosglately, cell for inspection by Environsrntal Inspector. , 8. If site is approved, resew teaporary diverrions, silt
~ poet iMlw iR RtldNe of fencing, sediment hulas, etc., and seed out or pave any
twltwtrNrt ww t In chennNe, roN out tl • Of netting pusllN to the ';i resulting bare uses. All rwaining pseranent erosion Pualio control devices Duch ss velocity dissipators) should be
f ' f ~l q diregion of Now end over the praectiw RNddt. irlettM atfAtrof- installed now. N~ s•V 9. Khen vegetation has become established, call for fins! site
h 8-12 i --r . . rp ap poste. _ ' inspection by Environmental Inspector.
f stone ¢owerretiw Sswiftaetoae 10. Obtain a Grtificate of Completion.
1, fto:w eiu - Uoa NSNA du No. 1 (1-111" to 1") or AASNTO dat{wtiw N13, siu Ne, 1 (1-111" to 1-1/1"). Du trwhd stop/.
netunO Q' Anchor in f 1~ a 6•iiK;h trench. y Leyth - b altettiw, ?rt not lees rhea 30. fedt, DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE
I 18' ~ ~i • VIEWS r 7, lhiehaws - Nec less tAw ei{Ae (I) leehee. OF GRADING SHALL BE TEMPORARY SEEDED WITHIN 15 4, N11tA - 1Nt lwe etw trll width of ell Pelste eI es{rws ~or +{rao, WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS
owtlap JainMripeby ~ ' f ~ LOOKING f, Nwhia{ - Yhw eeewsery, vMeU shall N eleaaed to rww eedteent SHORTER. PROVISIONS FOR PERMANENT GROUND COVER ' Prier to wtresw wee Pe?lia rt{hc-efwsr..~i srhty is rgotnd, MUST BE ACCOMPLISHED ON EXPOSED SLOPES 21 CALENDAR
flMwawwrlrlr+«w~w.rrr~wer..vaor.aPwr~ ~gNNyppYp. L _ _ J DOWNMIu it shall N /sae w w erw atallllsed wish eewhN rises rhieh /rdee late w apprevN ee/teeat trap er eedtewt ~seie.. All eedteent shell DAYS AND IN REMAINING AREAS WITHIN 15 WORKING
1e rh s soli Ityil d» tt?Io.1M ep«rr !tried a sltpt.I er'w itiNS "7 . • b Prevwted !rw weerlq w7 area dreia, Iiteh, of wterewree DAYS OR 90 CALENDAR DAYS, WHICHEVER I$ SHORTER. thnr{h rse s! seed ha{e, {revel, Ieardo er ether appraed aethela.
~tlpde.AlnrMpbysolgYes~eeWaNllttfNlntrsYlllr~e HODwNe atuChed nstnnltl. to pau with MnOtht of win A, N~Leteasaee -the wirers shell N ssiatatael !e a eehlttiw rhich will
• - C~iECK DAM CCTK~V 1 TononrwRSl,leg'ItsepllegtwietslotasneeleolNrllanl~ feak Iol/ed over p~erwt tiashty er f lovls{ e! eMiwat vets Py?11e ri{besrot-w7. 1 es rT repta Parielle tq drwsls{ rlTh Witless! cress w eve-
dssllq,aorarillssi~enlrR1141sgarllordeRprsf.l/ats4lslr +leiew /seaed wd wpeir aed/er eleeewt of aslt mwrnl.wed u'trq aeliewt. All eelfwet s filled, IrePPed, rashel,er cracked vets prhlle
eMtwryt2 sssealMgwselNSrySRuoeMIM+yIOSIIileE ttN feltt; we. NhMe! of en n lit its b ~ ~ N1KStt ~ sleet M - HorkontM P~ r{{hwrolroery ever N :eeeeel IwiMtatel7. '
owtieggsd 7 Ye1ss snd srpld slMr. ieell snip dstailp ehnll eYe M splsl see. rr aerr, wsr 10. Oe etI ssnNS1 w rn Wlw wMsE ~ felts. enl fNrb i, . _ Laval Spnadar not toscale - • l
a"Is` SU MNrt° M aeltalt ` saEDlgc scgeoola
P 2 use SISIpNs 1' Apes to etteDh l Tojehaenays,a•wlaMeRdsrliswdpr..w.owYpole ~N'~ ~MM Wwts teak io ho0 wire e• N 0.
w tt * pswiers sell u iselss, ¦ ~ ~ rya. f,Ne, sM stspN twsy i For The Cony of ~ Oeallirel aRl e ~ 12ilsap IMteelaslel eYt~ a is ~ ~ `rt,,,,. • ~ y-,.._•~ T ~ ahooldus, aide Ditches, aloDa (Na 3tll
f'~ " EMI. e >r~ r,`,o I DATE . ~ .R,? ~ •y +r'~• ~ Planting Rata
• F ~i11MlfIBfIC1 Il+sestlsWwpssle/Iew,wsitlrRlwwrleslellrsrietilsie4 . , ask gut arW bi9ed over iM' tale itorieorNal Nnoe ~'t ~ v~"'hy, : :i ~y • rr• Auq 15-Nov 1 ?all Feii:ue 120 lbs. acre ~j° Nov 1-Mu 1 ?all Fescue /
~iwYe, r Wra t;>fMn wain it elwteA sllbl elNled Mil? r /at. ` I etrln e0~ RtgeY IM rsps gists, wn1. W nissd wdL Qellrr y Q• .r a Y ~`e+,. a 120 lbs./acre 8 +t•'+~.Ir ? ~ ~ s l• StsbWad Abruzzi Rye 25 lbs. s
~ M Sl+e irpsssins wgPllslfen Y AIelPsresllidlM. ~ - e - I o,M I . D+ S~oY e,„.r•N+y,+ry« ` ~j a"d?y~,+.. 1.• y' ~0pe Mar 1-Aps: 15... ?all Peacue / cre 1T r J i b 1u4 ~ i Y 120 lbs./acre ~pAA 8leble r 1; ? y- • w' y l r+ Apr 15-Juh 30 Nulled Cbaean Benudagrus 12 fibs. acre
e ~ Q li uRdiMlNbed wi.r" y, fla a, ~ r y ~ • y Jul 1 -Aug 15 ?all h / Dutlet ,~A, y, V A, r a.« +ry. ~ 1~ stnw.and 60 lbs./acre
d ; ; W H fit) rLJ ~ .l, ,,Ny, ~jyr!b'~.y 'Browntop Itillet /acre ..1 * y. ,h. .L ,~.t• + t»~ \ ~ ?+•or So h~srSudan 35 lbs.
p, ~ y- e„ a,, , t`~ , rg Hybrids 30 lbs./acre
i G'awl ted0inq w•,M~ •t~ ~ a; y,, y` ~wtw~` w Slo a 3:1 to 2t1
:~ti' , 'M kw, M' * w.. w.d` Mu 1-June 1 Sericea Laa era scarified 1 Fed ( ) 50 lbs./acre
Aip-Wp Apron Energy Dissipttor . Y-SAyM Mltetwy rich stage cater Oratn , Bottom o(aiNe / for Storewter Outlet Protection k trench end t?ene,`ta•--~ - aaM terel r o *reer r+arebMretwt~s««ne.erwa.wrrwhr~a+. fMu 1-Apr 15) Add Tall Pescw~ 60 1ba.%acra
• I~pad by Motor htrot) . • Nwe whh eoI arid aTpaDgd, s (Mar 1-rJua 30) Or Add lisping Lovegrus 5 lbs./acre
Cradr-.Tk pdt of the hs lp tad of tln diarion chrnd ~hauld pioride (Mu 1=Jun 30) Or Add gulled Ooeston Be:audagrus 8 lbs./acre
T----- Trepetoidrtt ' aamaahenrioufmmebrrlprlsnlttlMdr~prtsdtr.Tkpsdaafies • Jmt 1-Sep 1 •++Tall Peacue and • 601bs./acre • Browatop Millet 35 lbs./acre
7do A - A SP?aderNl-CareuauekduPsawWrWaOnrifawhewirrd '+•or ~4~-Sndau Hybrids 30 lbs./acre
Sap 1-MU 1 Ssricla Lespedess (unhulled-tuucuified) 70 lbs./acre IeapY arse tgrrder. Nawet a wkh r notion•,ewum and Tall • Pascoe . mswitl,sdrRlgYrarry,npewiawdoardNlow.a{prbar • 1NOV -Mu 1 Add ~ 50 lbs./acre
Typlui Riprep Cbaanet ~ • lrsnertlN+LL ( 1 _ Absussi Rye 25 lbs./acre
USE GEO-TEXTILE FABRIC UNDERLINER M ~ OsIM rw-'Ihe eMM Iiiprd wa-rsm M {rrWlr woa6 ra
• Plus , ' 'r'wattrM"N1ams"im"tltpatlos. Consult Conservation Engineer or Soil Conservation Service for additional in-
M 4 titer Laytr _ ys/rrINliMmMdwR formation conasainq other alternative, for vegetation of denuded arcs. The above vegetation rates ue flap which do well under local conditions! other seeding
TEMPORARY DIVERSION BERM/DITCH rate combinations ue possible. For a latm quality turf, double or triple rates. ~iOliStntCt10f1 1.71erwYK~YW 46.rinisrw d1 Rwfisrri{i YKha orrriAr
Ibtes TEMPORARY DIVERSION EERY/DITCH ~ .~a {P ~~kdwdeepbawdrlastlwMNwrrpe.Thepper +++TemporarY -Reseed according to optimm season for desired eat ve station.
Sectiat A•A 1. Apron lining W' M a MACHINE COMPACTION Of ALL FILL IS REQUIRED. DIVERSIONS SUFfIENT TO DIRECT ALL ~ s sW ~ M1t +piar woaYr ar rd ssd M rrmir MY fa pMa whh " Ferman 9 ~P~d~'rdegw+erwPlmmrwiilairhmy Do not allow temporary Dover to grow over 12 in height before mowing, otherwise
1 bV~ Pipe Outlet Te Fitt Ant ~ riPryP. SEOIMENT•LAOEN BTORMWATER INTO A SEDIMENT CONTROL DEVICE MUST p INSTALLED ~ fescue may be shaded out. E-SAC DESIG aalM nee N z Brw Ihm Ae a~:rlw YP V Nvd farmlilrm epssagerawm:eedf.
Wtl ND Otfined.Chsnllel I PRIOR TO CLEARING a ORUBBINOOP TIIE MLA (OR IN CONJUNCTION WITH TMS OPERATION TiTN W j[ SEDIMENT CONTROLS a DIVERSK?NS ARL NISTALLEO AS EACH CRITICAL POINT q REACNL01. tt~ilQ Alp 2. 4 1s the ltngth of ~xi MAY EE ie'r d1R Martruo MAYM(auvwm! 1. Coserepdnkwleptadera"raditwWtaY(eNeslW),
tM ripe+p +p?e1L A DIVLIg10NL INOULO eE LOCATED TO YRIIYIiE OAMAaE! eY CONSTRUCTION OPEMTIOMS. ~ ~NF I ~s' Mae oP wAr.
• a DIVERSIONS !MOULD RE SEED[0 • INR.CIRO N THEY ARE TO REMAIN IN PIAC[ OVER SO DAYS. • 4 CHECK DEVICL AFTER EACH MIN, BUT OMCt A WEEK REOMOLESS. REPAIR AS MECESSARI: l Cotserq s 10•R tmaillr etClir Goa IM iwlia thsnrel a llesd asodYPlolMeleA rd dtpeof detpetdlr.
d -
4' to 12' wn sr..w « rls« ar sw. ,r,e, A A 3. d ¦ 1.5 tines the I t'rr stexiRlln stone ditReter ~ s'ue' ~'~k .r"• , rw. It•M
, but not less tMn 6 6 6raval leddiag inches. rlrwi ' ,
FILL rf. ' 1. DiRensions tnd ' d'. .
specifications suet Patv6otio- •RERY• asslunTCN• ~1~. '(1 Pita bt detentlwd by Sh+Pb Yeteewy rith Stage Cater Dra1R ~ Seedbed PreDUation , ii
tppropritte tstgineerily (SIII/ed by Bultdoter) 1.) Chisel compacted area and
dtiign lethOd. NOTESI POtITIVE ORAOE IRMT K MIOVIDED TO ASWIIE ORAINAeE. If SLOK pCEEpS LX, tlEm 4 e MULCH OIVLRIION. TRY IpT TO OiCLLO a•1fi (NNN VLLOGTtEi RLeIR71. MAKIWNI tIA. ! soil co aprad tarsal! 3 inches deep over adverse ; nditiow, it available. , i
. S ACRES MMTIIOUT SYPPORTINO CALW,. OIYLRIWNS AT Trt T01 OP CRAPES yyQ OMTY ~ ~ 2.) Alp the entire area to 6 inches depth. i ~PEII
J WTO AN APPROVED RAIL ORAtN. pRM/OITCN le MOST COMMONLY IIII0. d . ~ ~ w l~ 11MN ~ 3.) Remove all loose zook, roots, and other obstructions leaving surface
Section MA ~ NOTE: To Be Wei tMre Exassiw Storuleter Yelecitia MMt1it ! SIOMr rasonably smooth and uniform.
s Pipe outlet To Me11-Defined Gusset Yep(itatlw UR e9:. t ~ ~ ' d.) .t, i Apply agricultural lime, !utiliser, and suparphoaphate uniformly and
Si: ~ ' t of Store Must N OeteldeN yr itNl+grieta Design hrDelw+e. 3~"' i mix with coil (see )~l~!J, i I
tOWKe~ ~t W.ekAro•N • t l ' PiPE OUTLET CpIDITIONS ~ - ~ 5.). Continue tills a until a
seedbed i 9 veil-pulvari:ed, firm, reasonably uniform . s Prepared 1 to 6 inches dap.
~ ~ t 6.) Seed on a fleshly prepared
nrwKw .W ~ ORItfE tT1~L f08]~ I M INTO iR0U10 • ~ATTACN HIRE FENCE TO weTS AIO • i •~"~.t' Ant) ElNSI~I A 6'1( TRENCH U/NILL TIC IOTTOM E1ITE10 Of TIE FENCE 6 ~~,p1i 111E LIME OF fOITt. MOOD f08Tti iNTO THE EXCAVATED TRENCM~ t i CIgT)Na ROAD seedbed and cover seed lightly with seeding i e>inipment as talltipack alter sadisg.
nuwwla p" IN D1AlIETER NRY _ _ ~E WEDS W J11rMLMJMMiN~ . . i ~ 7.) Meld! i>•edLtely alias ~ .
11 . ~ 11Mnwlewt ~ 4 i ssedillg smdlDZ sRtldt. i
enWOMrmwrw~Il~w~uNenl i FlGUR~ 4 •a.) tapeoe au .eed.d axeNU'amd .all. repairs or reaedings
---~------tr- i 4/" WcIpItR M~tx t 50r within w plating anon, i! possible. 'I! ,tans should ~ b. over
ro,~ 1 r ~ R~ CflNN fib, ieestabliah lollewiAg origiDal lime, fertilizer and i ROTA D ECTpN r>e.aiag sates.
wa i ~oaar~ titan. a tsetoan~ • ' 9.) Ooasnlt ooasezvatloa .1., ':alb NIO tiN~Tlli :T~ (!NIN~AN~D lYlspector on maintenance t?yatamt and fertilization
~ "A'~•` a 'u-' eLCI1DN naR? RASItI a FarLR Ne aeA~[ ' ~1' ~ D~Reet oooar is established.
GRAVEL GRIP-RAP FILTER BASIN DETAIL • ~ MR M1WSraM4 iuM/lfro+IS I utit fie' R+10?u5 * A 1 :
i ~n USE 6E0-TEXTLE FABRIC UNDERLBER 6' ' i ~m~ PP Y Agricultural Limestone -.2 tow/acre (3.tOns/acre in c:a' soils , f ~ i Fertiliser - 1,000 lbs./acie - 10-10-10.• '
Superphosphate - 500'lbe,/acre : 20X analysis
fILTER tA1R1C TO THE MIRE ~ THE TRENCH AND COMPACT Ol~ilT Mulch - 2 tone/acre - swll grain strew ~~r Antler - Asphalt Emulsion ~ 300 , ~e
fENCECAIQ EXTEND TN~BOTTOM OF THE TIE•f011 fIRMLY TO ANCiIOk THE 9+~ /
rr.l.anr ~ h FAMI 66~~ t T1~ EMCN~ IOTTOM OF THE SILT FENCE SO THAT Ise RUNOFF IS FORCED TO GO THROUGH THE ~
herrr ~ FENCE AND CANNOT e0 UNDER lT. - C N T
N
r R.D.W. TEMPOR~?' GR/rJEL G~NSTRIlCTION ENTRANCE
1, ~ i o. NCOOT# S or #!7 NMSIIEO (TONE SMALL 8E USED. PAO TO eE SO' L t 20' W r 6" D AT A MNNWNL
SECTION TNRU BERM 6 FM.1ER PERSPECTIVE VIEW TURNING RAOIUS SUFfIDIENT TO ACCOMOOATE LAROE TRUCKS 19 TO BE PROVIDEQ
NQ !GALE NO SCALE e. ENTRANCE(S) SNOULD IE LOCATLD TO PROVIDE FOR MA711mUM UTILITY BY ALL CONSTRUCTION VENICLES. .
d MUST BE MARITAINED IM A CONDITKNI WMICM WILL PREVENT TRACKING OR DIRECT FLOW OF YIID I r ~ e 6 - Oe 8'•0
ONTO STREETS. rE1NODIC TDPOIIdsINa WITH !TONE WILL K NECESSARY; KEEP SOYE HANDY. a ANY MATERIAL wINCN STILL mANp IT ONTO THE ROAO NusT IE CLEANED UP IYNEDIATELY, P~VEtr~IT WIOTN SHOULDER
_ R WIDTH
• SE~TIOti - ~ / ~y r / s
NOTE: Iona o< filter ftbric sust be IEiGMT: Ilea1 1R tr'uldt end stared by Ai Red0. P ~ s I/4 /FT.
~ • WNI. STEEL POSTS either beekfiiling rich soil 3+r SO' OF WAY ~ 3, • srteritl tRl ttl+ing or Dy p1~c0 A- I ~ ~ or ~D' 14. tab / PER RT. t
HIRE FENCE tHOG MIRE tleshtd store t0 t Might of 6 ~ 'w -833
MjN, clout grauM level. ,ff,B9yy, yd(,-~ I ' Z~ fILTER FABRIC LEVEL 2tl ~ 20 PA 8011t~1 ROLUN{ 2+ I i" YhYarw " ~8 a a Ot
BOTTOM OF WIRE FENCE AND NX~ WZIt ~ i / FT. t N000T /ISer#57 Woshel Stow ~•Q ~
i R. ~ ~ fiLTER fABRit IIIRIED ' f A - .
kr ~ 6 IN EXCAVATED TRENCH. t:ocu REgoENlw. • .
x ?--STEEL POST ORIYEN 1H INTO GROtiND FIGdRE A AINSLT tnl I • t ~ ,
ors SI; NC SYMMETRICAL WL-DE-SqC NO CURB NUTL3 APPLICABLE AT A" P0WT5 OF INGRESS III EMS$ UNTIL CHECKS OF THE dlftg AND TIMELY WYNTENANCE SITE 13 STAIMUZZIL FREQUENT IM K v 0 8. SHOULDER SECTION
` 8''8llT7'ER IWlltt. W.ItiCC.11001/1[.a .QY/fpMhM•M.1 SIC... uL Na.IM.1y M~INY~,
t
DRIVEWAY TURNOUT GRADES
CAWTHORNE, MOSS & PANCIERA, P.C. REGISTERED LAND SURVEYORS 239 EAST OWEN AVE., P.O. BOX 1253. WAKE FORE5. FOREST, 275879 (919) - 1l

d
NT PO 0 ~ ~
1 ALL NEW ROADS WILL BE BUILT TO ~ ~ ~ GP o
TOTAL SITE AREA PHASE 1 AND 2 N,C, D.O,T, SPECIFICATIONS AND AND 2 ~ ~ ~
DESIGNATED AS PUBLIC. = 2,200,925 S, F, 50.` ~a ~ ~Fi ~ W F, 50.526 AC. ~
PROPOSED ROAD IMPERVIOUS - 59 ~ 2) ALL LOTS WILL HAVE INDIVIDUAL 1 S - 59 ~a~ _ ,221 S.F. ~ SITE
r ~ F ~0 0
WELLS AND INDIVIDUAL SEPTIC PROPOSED LOT IMPERVIOUS - 168 0 - 168 ~ o `l R 00o s.F. D I ~ o0 ~E
TANKS. 4000 S,F. PE 0 S,F. PER T ADOPTED FROM P,B, 25, PG, 129 = P f a
3) ALL LOT AREAS ARE GREATER THAN TOTAL PROPOSED IMPERVI OUS VIOUS - 10.32 ~ 1 ~
OR EQUAL TO 40,000 SQUARE FEET, , I ,gyp
~ 4) THE HOMES ON LOTS 36 & 42, MUST FACE • I p~
YEARGIN CIRCLE. / ~ ~ I 'Q
5 1 THE HOME N T MUST FAC OOKS ALE DRIVE. 0 LO 1 E BR D r 0 I MINIMUM BUILDING SETBA
/ ~0 / ~ / ~ , 0 , 6 - ~ ' ' / , NOTE. CKS
)ALL TAR PAMLICO BUFFERS MUST REMAIN UNDISTURBED. / ti / , ; ; Q. • I THIS PROPERTY MAY BE SUBJECT TO FRONT 50 • TAR-PAMUCO RIVER RIPARIAN BUFFER RULES. 1 ti
7) TOTAL LENGTH OF STREAMS THROUGH PROPERTY 2784 1 ~ , ~ I _ REAR 25 I I • ~ '`.,CALL N.C. DIVISION OF WATER QUALITY TO
, 8) TOTAL AREA OF WETLANDS DELINATED 692,s .ft. 0,016 AC. ~ . VERIFY (919-571-4700), S DE 15
,Q, _ , t ~ •~I 11
N F ~ ' 1 / 6 RALPH C k / , ` + ' ~
MAE BLACKLEY , ~ , l~ D.B. 880, PG. 297 I y O r , I ~ ;
P.B. 18, PC. 113 j + PIN i 1637-18-9113 / p ~ \ r'
/ ~ ~ ,1 + 1 1 , ~ ~ H.M. ~4ACI(LEV, , , ,
,Ji r ~ D. 144 •PG. 312 ~ j I i - PIN .183~~Q9-OJ3J ' ~ ' / ' _ ,1 : LEGEND.
, ~ T _ , / , , , I ` TUR ` - a1arK TRUST..-•' ; ' % ~ EIP EXISTING IRON PIPE i ~
` 1 ; BRENDA KAY PEACE / / ~ - - - _ ~ , , i/ 1 i / 'I ,S~ 1 , ! _ EPK -EXISTING PK NAIL 1 I ~ _ ~ ~ ' D.B. 816, P~,:'7 % ` , ~ , ; I , -NEW IRON PIPE SET tl , I ~ '1 1 i ~ f I , P. .t5, ~G, lZ9 i ' 1
N/F PIN ~ 1831-26- ~ f ~ - i i ; 'Ir , r~,•~~ R/W RIGHT OF WAY ;,I/ i / ~I . y .p.IN'r 8t 38-Zt~7{81,.••'...•_ i . ` - • . .I J~ 1 CABLE N BOX
CHRYSTAL DAWN / / I 1 ' y , { ENGLEBRIGNT I / I ~ I ~ _ - ~ ti ~ , , I„ 7 1 . • 1'..~ I 1 1 / ,I•y.. .•i' / f , CAN - ~i','~ ~ i t . _ 'tl + ~ EB -ELECTRIC BOX
D.B. 884 PG. 928 f i • .1., ~ - d ~ :w _ i I , , , ~ PIN 1831-2a-3ns 1 / ' / I" - , ~'1; ; ~ 1 - • ~ • 4 , ; , ,,y ~ • - \ ; ;~j ' NE PEDESTAL -11 , 1 1 11 \ r / r TEL TELEPHO
{ I i / .i f,j...i' I .1........ I I I I I - ~ I r 4 ~ it .~~'1~~ II ~ :6~. I(~ t / % PP -POWER POLE 1 02,7 57 - ''1 '•t ; • ~ ; ~ OHL -OVERHEAD LINE
a t.: _ '1 LIGHT POLE
{ ~ / / ~ ; / ~ ~ ~ ..I I..~.. .III .J••i' ; ~ ~ . ' ''1 1 \ . , . : ' t . ~ ' ` WM -WATER METER
; ~ ~ ,r 'r' , I••i' ~ 4 r'X I •,,,I I I • I I ~ , I ~ I,' ~ ~ I ~ , , ~ . I I ..r• III ~ I ; , , . 1 I'' 'I \I . _ -'1' two ~ tQ / / i''' / . • WV - t• I + , ' 7 7 i~i-~ 10.0t' - WATER VALVE I, • ~ \ . I i ,%I,, r, r -r - ~4 •11$;7, 0 -SEWER CLEAN OUT
, ~ -
• , , 1- ~ ~ , / r , , i, I , ~,•,_.......1....~• I I I I• r I 1 . g f , ;1 I • , '1 1 • t 1' 1 i I1 I 1 i ~ ( i l / , ' 1 f i' } ' 1`• t
siEw+ H k / \ fi ;1 . ~ I •-I•. I I •9 ;1 ~ '.I I, ;
sNARGN K LAZARZ { ~ i, ~ i r T'p•{- I I I I I I ~ , 1 O I ' ~ o.e, 889, Pc. 236 1 ? ~ I ; ; I I •I,, '1••I•.J, •l,l I.~ , PIN / 1837-21-3398 / ~ , ~ , i/ ; : I ; . + ,I,, I . )..r..1 ._.I.1'•'( _ I ~ I 1 1 , . 1 \A r; I i , . ~ i I', I I ~ '''I •1~ ! / i ' ~ M..-• ' . 1 1 ;,I l '.,I'• 11 kill, 1 ~ , I I 1 I ,,I ! 'I ,
I 1` ` 1 \ `1 1 1 ( 1 1 I I • ! / "1 i•~ ~ ~ t~.~ 1 , ~Q '1
I x ' ~,1 ' i'1 K-. ' 1 ' el X~ :ft. I i 1 / t i I ,
1 / / ~ ; i I! I ~ I I I ; I'• I ~ ............._I..1•• I , III ,i ~ , I ; I Q ! '.I \ . ,1! t l''1, , ! 1 ,I I I I ~ r'I ~ tll/' 11 I I 11' 1 1 I '1 I . , 1, 1 1 1 ' '',~i~ '1'IV\ 1• I ~ l 1~ 1 / ; I 'f pp n ,I 1 1 : I ~ ~ , , I \ 1 I 1'\ 11 II,~ I li ; 1 .1i 1 , . , •'1 I 'I ~ / . I ~ ~ ~ ~ 117.x. 1{i'• ~ ''l . 1 ~ ilc' I , 1
I I h, 11'; , \'1, r. 1 .11' I % ; I' ! .4f5 ~ ,.r'; ,,I i . I .
'•1 ` '.'1• ; 1 ~ `~~1'~s n `1 1 Ii ! ~ i l~ 1 ' i i . i ; I ` ~t• ' • • ,I. r? , oe~ +IP `i ; ~ • 4718 .ft.' '1 % 1 ~ ,
I I / r / . ~ ; ~ ' l , r I'•;L - _._.J_ III f I I ..I..I.. - h,.11,93 , Q • ` i' v • ` 1 ? 1.1 ~ 1 I ~ T ~ / ,lI1 I f % i ! I
, 1 1.1i ; 111, 1, , 1'1 . 1,1 I I' i ( 1 I ( % ' % / i 11 / 1 ' ~ ~ I I I ''I ;'1 ;1 ti r''I 1 i 11 •d. ,7 1 I F I; I I`. ; '1 tl1 ' t, 1 ` I I I 1 l ' i ' / 'r / % /1 /yt I
, .t. _ 1 I I`,`. ~ ~ i _ I I' c1'~~1pc 1d 1,1 . ~ J ~ •.I S ~ % / r l.! ; ~i i 11 1 , J ~ , 11~,!, 11 ,1• •1 1 ,1 1 ~ `,1'•.+• , \ ` '1 , '•I I I 1, I. t ! i i ~ i / Y I I I 1 1 , 1 1 - - ~'J ; •uRAM1Am~y1~y'• ~`yy, ; tf ,I , t `l I ' t I ; '1 I; ~ 1 i ' % . ~ ' i ' ! ; ~
,1 L•,,•-,_ '"+f11 1i I ~ 1 1 I 11'\ ti '•1 I 1 I , '1 I ~ ~ / / /II,I I I ~ I ' ,
I t' 1 ~ B0 - ~ y5'OEi . , w•\''~``,! , 4 ! 1 `.1, 4 '1 I , 1 I / ~ I ~ 1 ' I yI I ',a I ~ , 11 '1 , , ' ! \ I I . I '1 . , ' , 11' 1 1 1 I, 1 I ' I
, v ~ ~ p -'4. • rl s, I 1 , E 1 J ` L 1 I 1 ~ ,h/1 1 / ~ ' !I 1 I'' t ' 1 I ~ ' I '1 t \ i
1 , , I ,1 \ , \ \ '1 ' 1 I I , I~ 1 i i I ~ ' ~ I! • I i . 1 I I ~ 1 , .1 ~ , UW15 AE 11 1'' , , ' 1 , , 4 1 ' ' 't 1 1' , 1 ' „1 ` , ~ ` \ t qS AA[A 1 I , I tC , ~ , , , ~ I ~ I 't'', 1 ; , t t 100' TAR-PAIIUCO
, ~ ~ ' I , , , I i 1 ` '11 ` • ~ ' t • 1 ' 1 ~ i I ' 1 ; ; , ~ , 1 1 RIPARIAN BUFFER 1 '.',1 1 , , 1 11 , •',1 ;,1, ,,1 , \ , , 1 t I , "I i 1 ',M I,i.+ .t 1. 1 i '1 111'1 , 1
. x''11', 1, u1 1 ;,`\\I` t'\ 1 \ 1, 1 / 11TSDR I ' w 1'1 t' ~ ` '1 't
, , , i' t , • I Lt 1 \ I , p1S 1 TE~ ttf 1' 11 \ 1 '1'•, + '•1 ` 1., , 1 d Y,\, \ , f . , , , , 1 ` V
, I I ; I'', \ \ \ i \ ` ~ ~ ~ ~ I ' ~ I ' ' I' I . I I I 1. ~ I I II • 1•. _ _ I . I ' , r• ~ . y - , \ \ • • ;;1', , 11, , ; . ~ , , , '1DISTURBED AR7:11 ' ' 1 1 ~ 1 ' . ` ` ' , , ' +}N
EPK ~ 4Q I ~ I t , ~ I ~3 • _ t' i 1 1 • ..I..,, / '1 A ,,,,,,1, , ACE UY11S•OF 1 „t- -1i. I `
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N/R ~ I r 1 JEFFREY O.~PREDDY I ~ / / \ `1 /
D.B. 822, dG. 285 PIN / 1831-'j,7-9985 I
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I ~ /.1 LAURA CRAB111EE ` ~ ~ `
D.& 2003, PC. 2'f6 ~ /
~ ~ c I N PIN ~ te3e-a-112J ~ ~ ~ ~ W
Q I Z zQ ~ 1
TOTAL AREA = Q 21.578 AC. a Q z~ LEGEivD: a ~
~ TO BE SUBDIVIDED EIP -EXISTING IRON PIPE ~
\ EPK -EXISTING PK NAIL 1 NIP -NEW IRON PIPE SET L _ _ _ _ _
R/W - R"^vHT OF WAY
~ LESS R W = 1.021 AC. CATV - SABLE N BOX EB -ELECTRIC BOX
TEL -TELEPHONE PEDESTAL
NET AREA = 20.557 AC. OWNER VELOPER: PP -POWER POLE
OHL -OVERHEAD LINE CdcM INVESTMENTS LP -LIGHT POLE
650 JOHN SAi~gUNG ROAD ~ -WATER METER
TOTAL LOTS = 15 ' I . so FRA1NgJNTON, NC 27525 WV -WATER VALVE 50' RIGHT OF WAY (819) 4th-1041 CO -SEWER CLEAN-OUT
i
A AG LOT SIZE = 1.370 AC. , PRELIMINARY SUBDIVISION PLAN FOR
e ; SHOULDER 1' 20' PAVEMENT 8' 6' SHOULDER DITCH
TOTAL ROAD LENGTH 779' , FT. R 1 4' PER FT. 1' PER R, 't 1111111 A
d•I ,Iltl //h,/ LOCAL RESIDENTIAL t` ~ OHO
PROPOSED USE - RESID NTIA ti~ E L SINGLE 6 sF 11.5 A •.,ti ; OWNER: BLUE SKY TIMBER PROPERTIES LLC
FAMILY SUBDIVISION SUPERPA ~ Of(1(~O , 1 , K ASPHALT YIX ~ , ',9 ,'cr Q•. . l .
r ABC : ~ ~ 4 ~ REF: D,B. 968 P . . SEAL 1 G 248
TOTAL DISTURBED AREA 1,5 AC. 794 - : ~ = 6RASSFIE
Q• LD TOWNSHIP -.9
I HEREBY CERTIFY THAT APPROVE ' THAT APPR A .,i suR,,,• GRANVILLE COUNTY, NORTH CAROLINA OV L WAS GRANTED TO THIS MAJOR ,~C 1,,,,,,,.. O\~
PRELIMINARY PLAT BY THE GRAM THEIR MEETING ON i BY THE GRANVILLE COUNTY PLANNING OARD T ~ y B A q A, J THIS MAJOR PRELIMINARY .2._/ _ 1IY~ I?2.Oy 100 50 Q t nn inn
PLAT SHALL EXPIRE TWO (2) YEA tE TWO (2) YEARS FROM THE APPROVAL DATE.
2-ZZ'°G
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DATE GRAW GRANVILLE COUNTY PLANNING I R ~
JANUARY 31, 2005 ~
ZONED AR-40 ~
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253. WAKE FORE E FOREST, N.C., 275879 [phone] PIN #1837-29-6048
SHEET 1
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~ , STREAM CHANNEL DISTURBANCE = 149.5 L.F. 1 LEVEL SPREADER z ` 1 ' ~ - 1 \ 410=57,'~2ofa 1 Hw~3.68 ,
T _ _ ~ ` 1~ ENIRRNCE 'MDTF1~10' 1 ' + 11 ' y ly + Op5=61.1QC~S HW=x.84` ~ I ` . + ~ ~ AR PAMLICO RIPARIAN BUFFER ZONE 1 8,898 S.F. 1 , ENd w1DTH¦3t ` ~ ~ ~ ` Y,.. ~ zE~PORARY = _ ~ - ' ~ \ I 1 I / 11 I 1 1 ~ 1 1 ~ r I 1 ~ 1 , / , I 1 / I 1 ' 1
` 1 ' ' 1 1 ` ` 1 " r ~ II~fiNT 1 ~l~ ~1(8l)Cf8 rW-~IZ4 LEVEU TREADER ~ •1 \ ` TAR-PAMLICO RIPARIAN BUFFER ZONE 2 = 4,762 S.F. ? FLOW _ D,9e on 1 , \ ~ 1:, ,t ~ ; h ~ 1 1 ENTRANCE w1DTN¦1 " 1 / i 1
1 1 LENOPIi¦0.9d ch a 13+12,71'( t . } Y~ ~ 1 ~ ~ \ `PIT / 4` , ` \ ~ END\WID = ' ~ \ ' 1 I ? LENaTH¦13' ' ~QO' TJIR-bA1q.IL0 ~ pr;~: 23' X• 2"X ~ , I ` ~ `FLOW pm 3 1 1 , 1 , , , / , / / 1 I , 1 1 ~ \ 1 1 I 1 1, / ~ I , 1 I 1 , 1 , 1 I 1 r ~ II 1 1 ,
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~ 1 1 DISTU ARIA ~ 1 1 1 1 1 , I I T 1 EASEMENT ~ ` ? DAMS W ALk ~ , 1 , ~ 1 ' 1700' SEDIMENT I 1 , ~ 1 \ \ ~ DIiCI1FS AS 1 ' 11 , 1 1 / \ 11 1 1 M7111 (~AINTfiN 1 1 , ,
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HIGH POINT ELEV = 412.39 ~ ` ? • r _ _ ~ - _ - - - . _ " ~ , \ ` \ ~ 1 , \ 1 1 1 hocaeeerlbelMA. / 1 ~ \ 1 ' ~ 1 1 1 (Hdd nu-T#e orlr d'rponf nea Iml hn g1eNy alorh Ind
HIGH POINT STA = 13+68.54 wY•IeletMd w161nuYown Ibpenf IINr.
PVI STA = 14+50 SLED ~~o DESIGN DATA; PVI ELEV = 416.25 Do¦2o,3e AC DATA; ~ ~ VegmlN tJl diAlohed r+w.
010=57.52 cb A.O. _ -14.59 ~ L-100.00' 10 ConSlTUCtiOn LTkrllilradahcloddapar4Awidee tilrchxoreeue
K = 20.56 vto•15.e2 to ~~.7sz Specifications ~ ~ Ira d r aeep a,.auw oeac4 ea , ease. nle xppn rwld brll eemegr held m pike will
INSTALL PLASTIC t1NER r I 1.01' 3.0' OR APPROVED EQUAL ~ ~h+p~d k/rI dar.lle M11Y Mr"e r klwr 17ipd= ~w
300.00 vc LOW POINT ELEV = 386.23 CLEAN WATER 8Y-PASS CHANNEL CONSTRUCTION SPECIflCATIONS Easc9lalMa1p1e1da1pYkrarcrmiramgrW;aloframrorop.
LOW POINT STA = 18+33.34 SEED dr STABIU2E CLEAN WATER OIVER90N CHANNEL IIIYEDIATELY UPON OONSIRUCTION Oi CHANNEI. caa.eluar+~a~talrawremw~lc•amer>,
PVI STA = 18+00 USE NAG C3S0 LIIMIC FOR CHANI~L STAEwJZATiON. HIGH PgNT ELEV =401.54 t, Coegrea t 1ofl IW6b11 secliaa Uam dn: dwnsgn Karel b Mad I
o° cw PVI ELEV = 376.85 HIGH POINT STA = 21+89.22 PVI = 21+75
+ A.O. = 19.30 f K=20.73 P 407.00
w ~ A.D. = 4.69
400.00 VC K = 20.43
m m ~ I I 300.00 vc HORIZONTA '
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CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL N SURVEYORS, EAST OWEN AVE., P.O. BOX 1253, WAKE FOREST FOREST, N.C., 7

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