20051814 Ver 1_Complete File_20051222

W A rF9 Michael F. Easley, Governor
4?r William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 22, 2005
DWQ Project # 20051814
Granville County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Shane Mitchell
650 John Sandling Road
Franklinton, NC 27525
Subject Property: Brooksdale subdivision
REQUEST FOR MORE INFORMATION
Dear Mr. Mitchell:
On December 19, 2005, the Division of Water Quality (DWQ) received your revised application dated
December 16, 2005 to impact 135 feet of streams to construct the proposed subdivision. The DWQ has
determined that your application was still incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Since this project was put on hold for
additional information on October 11, 2005 and your response did not address our questions, 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, pease provide the following information
so that we may review your project.
Additi nformat'on Requested:
1. The DWQ letter dated October 11, 2005 requested cross section details showing provisions for
aquatic life passage. These details were not shown in the revised plans dated December 16, 2005.
Please provide the cross-section details as requested in our October letter.
/-2. Your letter dated December 16, 2005 also states that a "temporary stream diversion" will be done
is shown on the plans. We are unable to locate this planned diversion on the submitted plans.
Please resubmit plans which clearly show this planned diversion.
3. L all stream and buffer impacts clearly on the site plan so we can determine if the impact has
been minimized to the maximum extent practicable.
4. Please show all stormwater management devices that are planed for this subdivision in order to
achieve diffuse flow. Please provide engineering calculations that demonstrate that these best
management practices are effective.
5. P se show the location of the wetlands referred to in the application in Section VI, 1 of the
reconstruction Notification (PCN) Form.
Please specify the proposed percent impervious surface for this project as requested in Section XI
of the PCN form.
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
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: bi!p://h2o.enr.state.ne.us/newetlands
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/ 10% Post Consumer Paper
Shane Mitchell
Page 2 of 2 `
December 22, 2005
authorized (at this time) by the DWQ. Please call Mr. John Dorney 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.
;view Permitting Unit
CBK/jrd
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
Filename: 20051814Brooksdale(Granville)Returnapplication
Sincerely,
DWQ # 05-1814 Brooksdale Subdivision

Subject: DWQ # 05-1814 Brooksdale Subdivision
From: Laurie Dennison <[e-mail]>
Date: Wed, 28 Dec 2005 08:07:59 -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
20051814Brooksdale(Granville)Returnapplication.doc Content-Encoding: base64
1 of 1 12/28/2005 8:08 AM
?OF W ~ r F9 p Michael F. Easley, Governor
?
0 G William G. Ross Jr., Secretary
? Imo.- North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
.?
Division of Water Quality
October 11, 2005
DWQ Project # 20051814
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 September 23, 2005, the Division of Water Quality (DWQ) received your application to impact 135
feet of streams to construct the proposed access road. The DWQ has determined that your application
was incomplete and/or provided inaccurate information as discussed below. The DWQ will require
additional information in order to process your application to impact protected wetlands and/or streams on
the subject property, Therefore, unless we receive the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H .0506 and will place this
project on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Plan Details Incomplete
a. Please show all stream impacts including all fill slopes, dissipaters, bank stabilization and
impacts due to culvert installation. Applicant is reminded that temporary construction
impacts must also be shown.
b. Please indicate all DWQ buffer impacts on the site plan. Please show all stream impacts
" --- including the down stream ril)rap energy dissipaters and report all stream impacts on a
modified application.
c. Please provide cross section details showing the provisions for aquatic life passage.
d. Please provide five signed and dated copies of the modified application.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan or Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider the
project as withdrawn.
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
One a oh
401 Oversight/Express Review Permitting Unit Ntllla??tf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httv://h2o.enr.state.nc.us/newetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Shane Mitchell
Page 2 of 2
October 11, 2005
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 disculs this matter.
7e, ' y ,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBKIbs
cc: Mike Horan or Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
John Davis, Jr, Appian Consulting, 225 Hillsborough Place, Suite 260, Raleigh, NC 27603
Filename: S:\2005 Correspondence\05-1814 Brooksdale SD (Granville) On Hold.doc
!
r) r) 5?14
Office Use Only' Form Version April 2001
USACE Action ID No. DWQ No.
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 0 ?@?n?/(? D
1. Check all of the approval(s) requested for this project: U V l?
Section 404 Permit SEp 2 .3 2005
F] Section 10 Permit QUALITY
® 401 Water Quality Certification DEN R gT E (l
pR QUALI Y
® Riparian or Watershed Buffer Rules WERW 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
1. Owner/Applicant Information
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: [e-mail]
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 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.
1. Name of project: Brooksdale SID
1 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 ih 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:
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.nc.us/adminrmat)s,..)
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***

d t
t hanized clearin grading fill
e
* List each impact separately and identify temporary impacts. Impacts include, but are not hml o. mec g,
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 httpJhctiA-%v. Tema. soy.
*** 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: less than or equal to 1/4
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
1
Type of Impact*

Grade/Fill Length of
Impact
(linear feet)
135
Stream Name**

? UT to Tar River Average Width
of Stream
Before Impact
8' Perennial or
intermittent?
(please specify)
Perennial

1:...:+-A +..- ,.,,l.. n.-he and aectv.iat[? rin-rafl_
" List each impact separately and identity temporary impacts. unpacu ulciuuc, Vu1 a«
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
\,mtii-.uses.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., 'w"N\ -.tmi (y()ne.corr,
w\vu.maociuest.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 onmap)
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

1; -;t.l tn• fll aVrnVntinn drMoinF_
* List each impact separately and identity temporary nnpacrs. unpa", 1111.1uuc;. vua aic .av? uaaa«w w. , - - , -o
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., damlembankment, 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://h2o.enr.state.nc.us/ncwettands/strmizide.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:h;h2o.ew.state.nczis/wrp/index-.i,tn?. 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 ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* (square feet) Multiplier Mitigation
1 6300 3
2 4200 1.5
Total 10500
Gone 1 extends out 3U feet perpendicular trom near banK of cnannel; Gone 1 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 sediment control elan utilizes sediment basins outside of the buffer to catch
sediment laid on runoff.
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.
On-site septic systems
XM. Violations (DWQ Only)
Page 10 of 12
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature 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 Mash 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
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilminigton. NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
l
Granville County
Count r??apper
December r, 14.1N

Scale : 1 Inch = 553.3301 Feet.
N
Date : 02/09/2005
This map is prepared for the imenfory of real properly found
within this jurisdiction. and is compiled from recorded oeeds.
plats and other public records and data. Users of this map
are hereby notified that the atormentioned public ary in
formation sauces should be consulted for veri 9Wbonwnof fhe
in
ty USI..aswmes
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J. 3-1) TopoQuaQ$ Copp>ight 15199 Deiotae Yarmouth. a 34096 Source.Data: OSGS f-?100 ft Scale: 1 :` 17.600 Detail: 13-5 Datua: M. 84
ry
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COC

?? 3ll?s
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)

a
Project/Site: /?i"T!?te?l s;?e F/4?R6

Date: ?I--S--0
Applicant/Owner: ?e ' "fcdte.ll County: (_Yu le
investigator: An aY%s Evic BQ;/C4 State: N C'
Do Normal Circumstances exist on the site? Ye No Community ID: W}}a7??
Is the site significantly disturbed (Atypical Situation)? Yes . Transect ID:
Is the area a potential Problem Area? Yes , No Plot ID:
11 If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.)Ejckir,(Jr) ?VaniCa 7' ac,,/ 9.
2. I /rtx N r V F44 ,U.
3. 0 1'?G m q
cr +G o+ o ?4G
f ( 11
.
)
;
nur GGY
4. ?eirD
OIiWa??a
- _
l aae .
12.
,
1
a
5. Fa c 13.
MuS fae a. F4G
? 14

7. _
_ .
15

8. .
16
.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . J 0 J? ?O
V
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs
Other
Recorded Data Available Wetland Hydrology Indicators:
Primly Indicators:
Inundated
taturated in Upper 12 Inches
_ Water Marks
Drift Lines
_
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
!
/ Secondary Indicators (2 or more required):
Depth of Surface Water. y (in.) _ Oxidized Root Channels in Upper 12 Inches

D
h
_
Water-Stained Leaves
ept
to Free Water in Pit: (in.) - Local Soil Survey Data

D
th to S _ FAC-Neutral Test
ep
aturated Soil: (in.) _ Other (Explain in Remarks)
Remarks:
B2 Appendix B Blank and Example Data Forms
SOILS
G'='
Map Unit Name 10
)
(Series and Phase): 40 C 0 / r e? I 11 Drainage Class: led
`
Taxonomy (Subgroup): /H n"r Aran Field Observations
Confirm Mapped Type? Yes(-`N?,
Profile Descriotion-
Depth Matrix Color Mottle Colors Texture, oncretions,
finches) Pbrizon (Mun sellMoistl IMMunsedM^istl Mottle Abundance/ Si Motile Abut Texture, etc.
0-3_
inc C r ?C,.?er trGJn c S tl r
c1 Or f ? 4 C'3cr, ,, C G f
Hydric Soil Indicators:
_ listosol
T fistic Epipedon
Sulfidic Odor
,2Aquie Moisture Regime
°educing Conditions
{ZGleyed or Low-Chroma Colors
Remarks:
_ Concretions
_ Figh Organic Content in Surface Layer in Sandy Solis
_ Organic Streaking in Sandy Soils
_ Listed on Local Hydric Sods List
- Listed on National Fydric Soils List
- Other (Explain in Remarks)
Approved by HQUSACE 3/92
Appendix B Blank and Example Data Fors
B3
WETLAND DETERMINATION
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: 04 Date: ZA ",5- OS
Applicant/Owner: e - Clue I County: 6i g vi v
d)--
Investigator: State: /VG
Do Normal Circumstances east on the site? No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes v Transect ID:
Is the area a potential Problem Area? Yes Q'J Plot ID: ?-
If needed, explain on reverse.
VEGETATION
Dominant Plant So cis Stratum Indicator Dominant Plant Species Stratum dic or
1. 4 4s ?+n r is /?acu 9.
?ueycH.l j'U ym
2. 10.
f
3.ui?lc?en r- - 1240y u ?_ T NI 11

4- J*Cef SGcCA4r,
_7_ FL, .
12.
5._r,AWS- 4'ae?- 1
Fgr- 13

6. AYHDevG .anp ICA _
_ .
14.
7. 15

8. .
16
.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . / 76
U
Remarks: l
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 Marks
Drift Lines
_
- Sediment Deposits
Field 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 Sol: (in.) - Other (Explain in Remarks)
Remarks:
E32 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name //??
(Series and Phase):

Drainage Class:
Taxonomy
my (Subgroup): iC 11 m // / Field Observations
xel !'t Vl Confirm Mapped Type? Yes
Profile Descriotbn:
Depth Matrix Color
(inches) Hen (Munc
II Moist) (
Mottle Colors Mottle Abundance/ Texture, Concretions,
Munsell M
i
.
1 o
st) Size/Contrast
Structure- etc.
D-? - 5YQN
1 -S1 Lilt ?f/Ir, r
(b +I- )()YR,*
y t l •b `j 70 t 7r"'.,nn M'
s J
vno ric?

.. _
.
c
YK

Hydric Soil Indicators:
_ Fistosol
T tistic Epipedon
Sulfidic Odor - Concretions
T High Organic Content in Surface Layer in Sandy Soils
_
Aquic Moisture Regime _ Organic Streaking in Sandy Soils
- Listed on Local Hydric Soils List
_ Reducing Conditions
Gleyed or Low-Chroma Colors - Listed on National Hydric Soils List
- Other (E)plain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes (Circle)
(Circle)
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes Is this Sampling Point Within a Welland? Yes
I (5p 1 G>
Remarks:

Approved by HQUSACE 3/92
Appendix B Blank and Example Data Forms B3
sc, C- A7,q e, J;
log ` ?I? ??`
N?Gk Po???
T-7) It)

q0
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Aw
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fa See C/L
DWQ# o2bd?1 g 14 Date ? 0 Who Reviewed: N • 7rn =1? it
Plan Detail Incomplete
)ooll
? Please provide a location map for the. project.
Please show all stream impacts includin all fill slopes, dissipaters,-pg bank stabilization on the site plan.
lAPPl?cor?- ?S remi +?? 4-e.mQoro rL, C?s-?c_fiiorl i MrD4!? vY?us-? also b'?
? Please show all wetland pacts including fill slopes on the site plan. '111 y?
lease iodic to all ey impacts on the site plan. i ?rhs ri vY1
it e Am') eat ?
? Please indicate propos of layout as overlays on the site plan. p
s rr
? 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. 6 G_.??`
lease provide cross section details showing the provisions for aquatic life passage. YA t tt )'
??1DM
? 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 Section(s) on the application.
Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
Q 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.
Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the maiipiece ;
or on the front if space permits.
1. Article Addressed to:
Shane Mitchell
650 John Sandling Road
Franklinton,NC 27525
DWQ# 05-1814-Granville
A. Signature
n Agent
B. eceived by ( Printed Namle) ^ (P I C. Dat1' of Qeliivery
D. Is delivery address different from item I? W Ye:
If YES, enter delivery address below: ? No
3. 'Service Type
JZCertified Mall Express Mall
? Registered [;Express;
Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
'.. Mole Number 7005 1160 0000 9954 8904
(Transfer from sen4ce Isbell
gR19 PAhriinm onnd rlnmcefin Rntnm O-iM ?rn«
UNITED STATES POSTAL SERVICE
LISPS
41 Sender: Please print your name, address., and
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
t No. . G-10
, in this box4
h
r- ria 1??I?i,??ltillr?llsts?l??I??{31??i?l?llftt+lf4sl?1{11??„sll?i
NOTES PO 0
~ ~ ~ ~
1) ALL NEW ROADS WILL BE BUILT TO TOTAL SITE AREA PHASE 1 AND 2 GP O ~ ~ ~ ND 2
N.C, D.O.T. SPECIFICATIONS AND ;
DESIGNATED AS PUBLIC. = 2,200,925 S.F, 50.5 F, 50.526 AC.
2 PROPOSED ROAD IMPERVIOUS - 59,2 ALL LOTS WILL HAVE INDIVIDUAL 3 SITE - 59, 221 S, F. o 1 p yR
PROPOSED LOT IMP R - WELLS AND INDIVIDUAL SEPTIC E VIOUS 168,00 - 168,000 S.F. r ~ Eoo
i , TANKS, 4000 S,F. PEF = QR S,F. PER LOT r ADOPTED FROM P.B. 25, PG. 129 a
3) ALL LOT AREAS ARE GREATER THAN ~ TOTAL PROPOSED IMP RVI = 1 ~
E OU S 1 OR E UAL TO 400 ~ ' Q 00 SQUARE FEET. , IOUS = 10.32 r ~ I 9T
~0 1
4 THE HOMES ON LOTS 3 4 ~ 6 & 2, MUST FACE ' ~ r ,p
YEARGIN CIRCLE. _ ~ / { 0
5) THE HOME ON LOT 1 MUST FACE BROOKSDALE DRIVE, ~ ~ ` I MINIMUM BUILDING SETBACKS J N~ _ -
6) ALL TAR PAMLICO BUFFERS MUST REMAIN UNDISTURBED. / ti ~ ~ , ; ' t ~ THIS PROPERTY MAY BE SUBJECT TO FRONT 50 '
6 ; 7) TOTAL LENGTH OF STREAMS THROUGH PROPERTY - 2784 t' ' TAR-PAMUCO RIVER RIPARIAN ' y I BUFFER RULES. REAR ~ r -'.,CALL N.C. DIVISION OF WATER QUALITY TO SIDE 15' ~ ~
VERIFY 919-571-4700. , \ ( )
g _ @ : TOTAL AREA OF WETLANDS DELINATED 13,923,s .ft. 0.320 AC, ~ ' 1 i ~
- - ~ NSF 6 ~ ~ . .
RALPH C & ~ ~ / ~ ` ,1 1 ; :
MAE BLACKLEY ~ ~ ~ i , ' 0 PG. 297 ~ / / - - ' ' _ D.B. 66 ~ ~ i' ,
P.B. 16, PG. 113 0 ~ ~ PIN ~ 1837-18-9113 / ~ ~ ~
~ , ~ ~ I . / ~ H.M. BLACKLEY, ~ ~ i / D.' 144'•pC. 372 ~ ~ - i 1' • - LEGEND' _ -I• r ~ 6 2006 N
/ PIN '.183'1-~9-0313 , , , , U N, • CENTURA 89NK TRUST r' , ~ `,EIP ,EXISTING IRON PIPE ~ , r -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ 7- ' t ~ 1 - EDITH'i1DAMS'-"• ! ~ PK .EXISTING PK NAIL yl ~ ~ ` . •17ENR • WATER QUALITY D.B. e P . 78 ` , I 25. S-• / - NEW',IRON PIPE SET,
NSF / L•'~ - ' - ~ ' ~ 1 1 I , BRENDA KAY PEACE / / ~ ~ _ - ~ i ' . r , i ' 1 i r ,i • ` _ WETl~nlls AND STORMWATFR BRANCH P.B • 45• ~G. 1 . ' , / , ; ; 24 , _ RAW - RIGHT•.QF WAY, / ' ..qN~ 813e-2117481. .i.
D.B. 712, PG. 426 . / ,E•' ~ ' " _ T - - _ ~ i . i ~ ' i i N/F PIN ~ 1837-26-2J1 / ~ ~ ~ I - .,T - _ _ i ~ ; j!1 r''i 1 1 r - I i. I, i'~ ; , . _ _ I i / ',CA1~y CABLE ~T•V B.Ok
CHRYSTAL DAWN I / / I I I - - - _ i 1 ~ , , ~ i r I ENGLEBRIGHT / .J' - . 1 - - C• T ' ~ ~ ~ i' I ~ ~ i; t ' t ~ , '1 - - i ~58 ,ELECTRIC BOX '1 ' l 1 ` fit' ` • ~ ~ • , • '•.IEL•, - `TELEPHONE PEDESTAL
D.B. 864 PG. 928 I 'r i~/ 1 I.J.- I ~ r,_ _ - ,1 ~ ~ _ l ~ i , 1 PIN 1837-28-3115 I / / ' / ~ I I-•1' 1~' .f. - . I _ta~, 1 \ 1 1' , ~ y ~-1` - i i ~ P, POGJER,FDLE•.
1 `.ll'y' - ,'S :'N pYy i - ~ i bHL''.='QVERHEAD LINE
. - _ _ '1 ,1 ~ - .gyp,.- taG}t-r..P.OL~. ~,i , WM WlSi'ER IdETER
1 ~ ~ , I , I I 'III ~ I'' ~i , ; \ • ` - ~ •-f ~ ngo~ to. ; / . '•~'~WV'.- 1NATE~'•uA VE L li 'I \ i ; * ' i..,/_ •10.01' / ` . \
1 ~ . •:i i' ~ • 1 _ I I { I I'',I .t....• III I I . ~ ~ , \ \ ~ .eT,• i ..11• • :74`'` '`.6IJ•~ 'S~WEf~ CLE'aN--OUT' ,I ~ q ,,.J ii ~ ~ i - . / 1 ~ 422.84' -
v; l• I _
STEVEN H a< 1 / ~ / ( ~ , ~ ! -L.~ I - - I - j I - I I l ' 1 O I SHARON K LAZARZ ~ / ~ I I I ~ ~ I` ti 1 I ` 1
D.B. 869, G, 238 , PIN 1837-27-339 1 / / 1 /r / i , 1 rl r~ i ( I , 1''i•~J.- - .I _ 11•' I, ~ I J, ~ \ .I' / 1 ~ r~l I i ( I\ i I •,I ! ~ 'I / I.'• . I x~~'•t^~• ~'1 ,'1 , ,I ' ''1
" ,I ,.r-f- III -.L...,' .J... -I l•• I , I \ ~ 1 ; ` ,11 ' l ; ` ' 1 ' I i • i (I I 1 , . ~ • ~ 1 I I 1 1 , . . ,
~ I CZ 1 '•.J~'', , ,,~'l ~ 1'\ ' l ! ; I I' I ,r' ! ; ~ I i F r'I ' : •N ~ .I .I " } , i I I , : I ~ ip l t l' ? ' I i ;1 ~ % i ; . ~ i;1 1 ,177~•~q.ftr 1 . ~ ; i ' ia~' ~ i
• % ~ I I I / ~ , I,~ i ;III I I ...-...--.._l..l•-r I I I I • I 't I ~ 1 ' I , ' , . ~ '3741, iq~~•• I ' } I''•• ? '1 ; I ~ ~ I ~ 1 ' , I'' \ •'1,' ' ~ , ,I - I ; I ' r .41.5 C. '~rl': 1 i ,
/ / / ~ _ ~ / r r ~ I; r I I I , h•.I ~I-_ 'I -I--J-.l ~ .,J,• I I { G i,. '1•• ,II'1~1' 't,~s$' AC ~ 14 . i ,~r. ~ 6 i , I , ~ I ; ; ~.i ~ . ' '
~ / ~ i ` ~ - ~ I i 'III - I I I I _ I I { I I . t 1' , NAG$ ro 1 i I. 71 I ~ I I r i'~•'l ! , 1 1 ~W , I I `I ` 1~'. ~t l A NT'\'• n M ~I', ~{i ' I ~ I, 1 ~/I1 I ~ i I ,
I ' ` . • t ,1 ~ i 1~•~{, ~ ~ n 476 .ft.• i . , i I i I I •r, •,11, '';•,'.fBpApl b,94~•.AE4'. 10.9 . A Of 53•'AC. 0.177 AC. ''1 ~ ~ i •i':- i . , , , ' 50 . C. ' ! , •I- . I \ ~'1~ 1~" ` I '•I i i I 1 I I i / / ' i ~ / ~ ' I ~ I I
I ~ / ~ i '42 ~ ,J ~ - ~ I - _--..1_ I I I ~ III J--L. \ \ L . , / ~ / I •,16ft9~9 ~f~,,„~,,,1' . I, r- I ,I i .r1 I I $
I I '11 ~ .I J it/./ , I , „ I 93 AC. 1, ~l., 'J I. ; ,
' .I. I, 1' ~ `,SL'APE'61y~;1111,1, \ ` { 1 , i • ~ I I 1 I , L',_'„ORJpINAGEI~~P,~'~''' ''1 1 l'. ~I I ; I', I I '•,I..: i I I' l j r / ~ i ~rl•. I ~ ~ ~ i
1 I , ;•,1 • t I' ` ~ l 1 '1 I' I ' ~ r l h 1. 1 1 i 'TSd d IMI~S'0~1 t~' ~ -SLOPEdt\ 1, ''I~ I ~ 1 I / r Ir' i , I I'' I i i
~ ~ i ' i . 1 I i IDIS~RgED~Ak , , t'• , t t - :T•. L•, I', I L. ~ I ~ ~ ,9 I ~ I 1 ; I ' 1, , EA5611EN ` ~ ` L - l ~ 1 " If ~ ~ 1 r i /I,r'1~ i I i I. t
~ ~~i. - I 4'I ,1 \ ~ ` ` T'1 '\L- ` 1 I '1 i ~ I\ I . I ' II ~ I 1 I i , 1 ' UMITSA~ 1 '1 ; , ' ~ I I I , , ' 100' TAR-PAMLICO
. ~ , ~ " _ i . t 11.A , ~ . ~ ` 1 DISTURB D AR{A ' I ` r ' . ; I I I ` ~ ' ` RIPARIAN BUFFER ' 1 I: ~ .
I I i 1 I l ' ` ~ ' ' 110.00 ' \ ` , i 1 , ~ I ; I ~ 1 '11 ' , 11 i I ',1 ,1 ` \ ` 110. ~ 1 I I ~ .,1~~ 't ~ ,1 t 1 - , \ \ , 1 ~ ~ ~ 22' , 'I i 1 , I, 1 '1 \
t \ t t IS BED 'R 1 • 1` I - ~ D AEA 5, 1'• \I I
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_ , Q ~I` M , I ' ~ ~ ` I • ' '1 1 ,Y'` ~ CENTURA BANK TRUST .lJ , _ I I'f ''i,~ I ~ i'~ 'i; 'I ~ f i 1' ''v11~1V~ .ft.'•, ~ ' t~ ^ ~1'' . \ , 1 ~'1 ~ ` ''EQI1H ADAMS
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`I• ,1 , 11' ~l' I I \ ~ . r'` •~r4 iy :ft .J% i ~\.~`1 ~ ~\AC, ; , 4' , P.9.25,,PC. 129 I •I• .1 ~ i , , I I , L 1 ~ 1 . , ,mkt ;i ''I`. r , \ \ ~ ,1i•. 1 'PIN,~•8138=P1-7481
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•pl~ •101, i;',1',, 'l l J, ''1•. ~ ,1 .._..~.Ot3"j t ,~J.' I 1\' 't •1,0.947'•ACl- ~ ~ . , JJ I' ~ / F .1 • v'~ - I.U~O .l'1ti. ' i \ ','1' C 1'~ l\, '
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' .i • i i, ~ ~ ~ . _ \ ~ ~ _ 03'33'1 "
N A I - ~ ' 1 `
JEFFREY O.~PREDDY ~ ~ r D.B. 622, f1G. 285 I ~ r
PIN ~ 1837-'~7-9965 I ~ I
AMANDA DIXON k ~ ~ ` ~ ~ ~ ~ ~ / \ ~ \ ~ ~ ~ LAURA CRABTREE r / ~
, ~ D.B. 2003, PG. 255 ~
1 ~ ry ^ ry PIN / 1638-41-1723 \
I ~ Q ~ 1
I _ ar Q TOTAL AREA - 21.578 AC, ar ar Q LEGEN : ,
ar EIP -EXISTING IRON PIPE ~
~ T U IV EPK -EXISTING PK NAIL ~ NIP -NEW IRON PIPE SET ~ - - - - -
R/W -RIGHT OF WAY
~ LESS R W = 1,021 AC, CATV -CABLE TV BOX
EB -ELECTRIC BOX TEL -TELEPHONE PEDESTAL
OWNER EVELOPER: PP -POWER POLE
NET AREA = 20.557 AC. OHL -OVERHEAD LINE
CdcM INVESTMENTS LP -LIGHT POLE 650 JOHN SANDLING ROAD ~ -WATER METER
TOTAL LOTS = 15 FRANKUNTON, NC 27525 ~ -WATER VALVE
50' 50' RIGHT OF WAY [phone] CO -SEWER CLEAN-OUT
PRELIMINARY SUBDIVISION PLAN FOR
AVERAG T = E LO SIZE 1.370 AC. , 8 2 ' 20' PAVEMENT 6' 6'
SHOULDER .DER SHOULDER gTCH A I
TOTAL ROAD LENGTH 779' T. 1 PER F t F1. 1 4' PER FT, 1' PER P H A FT. A
3; r
LOCAL RESIDENTIAL \,llllllllll'!'h, 2• ~CARp OWNER: BLUE SKY TIMBER PROPERTIES, LLC
PROPOSED USE - ti' RESIDENTIAL SINGLE SUPERPAVE ASPHALT MIX a ~i
FAMILY SUBDIVISION s• Aec ; : ~ _9~ ; = REF: D.B, 968, PG. 248 . ;Q
SEAL BRASSFIELD TOWNSHIP
TOTAL DISTURBED AREA 1.5 AC. ' L.3794
I HEREBY CERTIFY THAT APPROVA - GRANVI o: LLE COUNTY, NORTH CAROLINA THAT APPROVAL WAS GRANTED TO THIS MAJOR '9'I'0
PRELIMINARY PLAT BY THE GRANV SUF~,.• BY THE GRANVILLE COUNTY PLANNING BOARD AT :,C~ ,,iy 100 50 0 100 200
THEIR MEETING ON PLAT SHALL EXPIRE TWO (2) YEAF THIS MAJOR PRELIMINARY ~/,qEL P•\\\ 'E TWO (2) YEARS FROM THE APPROVAL DATE. ~
SCALE t"=100' ° x
DATE GRANV ANVILL COUNTY PLANNING ~
JANUARY 31, 2005
1 ZONED AR-40
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FORE PIN #1837-29-6048
E FOREST, N.C., 275879 [phone] SHEET 1

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1 I 1 ' 1 1\ ` ~ Da 20.8 AC. ~ 1 ~ / / I ~ 1
STREAM CHANNEL DISTURBANCE - 148.64 L.F. ~ LEVEL SPREADER / 2 ' 1 + , \ Q 0-5 512ofs Hw-3.68 , 1, ' 1, ENTRANCE W1DTH=10' ' ~ 1\I \ t ` \ Q'P5=6q.112C S 1,1W=x.841 I \ TAR-PAMLICO RIPARIAN BUFFER ZONE 1 = 4,762 S. F. 1 = , . ~ . ' t ( TE1aPORARY~ ( \ _ - I , , I , , 1
1 ENd WID1N 3 ` 1 t + ~ 1 ~ . Q1a0=~i1f190cfs W=~1 + TAR-PAMLICO RIPARI = 1 Flows= os13 cn " l 1 ' 11' s~11~isNT ~ 1 1 N 24 LEVEL SPREADER /~a? ~ AN BUFFER ZONE 2 8,898 S.F. ~ ~ ~ I 1 ~ ENTRANCE w1DTH=1 , ` ,1 ~ ` I I 1 I ~ , / / , / ~ , I. rl r I I ~ 1 r 1 I \ I I 1 ' ~ I~ 1 1 1 , , 1
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' 1 + DEPTH=0.5r 1 ~ PARKA 81UFFER 1 V , 1 ` ~ ~ ? ~ ~ ) , 1 GRASS SWA 1 ~ M \ "1 I 1 ` ~ 1 f ~ ~ + + ~ \ ~ LENCTH~0.90 c s, 13' 1.70' I ~ 1 ~ \ 1
\ I 1 ' 1 1 I , 1 \ \ , ~ + 1 ,1 1 S~.OPE & ~ t!ENGTH=TQ~ 1 1 ~ ) 1 , 1 ~ ,V+' ~ , ,TOE' ~ ` `I 1 1 DRAINAGE GRR ~~5' ` ? \ 1 ~ 1 r r f I / ~ { . I ~ 11 l 1 / Y \ 1 1 ' r ' ' 1 , ( ! 1 I ' I ' I ~ 1
1 ' DRNN E~ ~ WE7LA~0~1 + 'L + A~ \ ~ , ,TEMPORARX 1 , 1 EASEMENT I I J ~ ISEDIM~NT ~ASEMEI~TI I ' ~ ? \1 ~ , ~ LPMITSOF LN1T5 Of ~ I , ~ , 1 a ~ ~ ~ ( , ' . ' ~ AR£A 1 I r I a 1 l 1 I
1 PIT 2 1 ' LI~TS OF I I ' + \ ~ + ~ rZISTURBEQ AREA 1 ' a ' ~ / ' ' ARY \ ' t ' ' I I 1 ~ AREAf n I
~ f OlSllltt8 A 124' X,13' X 4' 1 1 ~ .w ~ ` + ED ARE ~ I + \ 1 i 1 , 1 1 , , , I , 1 I S IM NT / \ \ ` \ , l , 1 , I (
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-ZONE 2 _ - I , , , ` 1 ~ ~ ` ~ ' ~ ` ~ , ~ ~ ,
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DI dH. WP-RAP OR W ~ t \ 1 ~ 1 ' ~ ' ' ` '2C ' \ ' • 1 1 1 1 I 1 ~ t IRIWIA~ \
1 1 ' 1 / 1 ? ,''y - - - - ~ ~ - - - - - - ~ - ~ 1 ' \I 1 2„ 1 + ~v. 1 1 1 SLOPE ` ~ DISTURBQ 1 1 ~ ' ? , l ' 1 . I , 1 1 EA9EYENf1 , ~ ~ \ • \ LHM OF ` , L 1 t , 1`, , ` ` s L ` ' , , 1
+ P..yy QQcc 1 1 LIMI F` + 1 1 1 , M OFtARY 1 DRAINAGE ~ ~ ? I 1 , 0 1 SLOPE A 1 1 ) , ~IMEWT EASEMENT \ ` ? DISTU AREA I , 1 ' \ ` \ a , ` ' 1 \ ~ 1 1 ? Ir \ \ \ INSTALL CHECK lr 1 ' , 1 1 \ ` 1 1 ` t , , , \ level Spreadef (nol to scale}
1 DISTUR D AREA DRAINAGE , 1 1 I , ` , 11 1 , ? / ~ 1 11 Eh9EMEMT TEMRORA~ 1 1 ~ k~.1 + + 1 l 1 , dIT / J 1 ' \ ` ? ~ DAMS IN ALl ~ , ~ 1 ~ 1 ' 1 411.d' SEDNIENT 1 1 ~ ~ \ ? I DITCHES AS 1 ' ' / \ ` a MSIN AINT6N 1 ? `
I + 3'X1~2'X4' l I ~ I , SEOI~ENr 1 1 . l 11~ £kt 1~ 1 ~ ~ ~ 1 I I 1 1 1 1 ~ ? ' 1 1 11 PhT /d l 1 , 1 I , AL ,LE1?L SPREgqOER / J , ? ~ 1 I I r 1 1 ? 1 1 1 s 1 1 . ' •Y±~; w,..w.l.a.. , NECESSARY I I TS OF 1 1 ` EA EMENIT ~ , , 1 1 ~H a , ~,}i,;, j ~ ? \ t 1 \ 1 Ve Hletpd v , I r ( AREA ~ 1 ~ 1 ` 1 , „ 1 n A r~~y,,~~~r..'' Trdnllion
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P ! { \ ? ` ~ ~ ` ~ - ~ t ~ , ? 1 \ ` ` ` ~ \ l nM S.aM lxai aareaa•,a d/,+ .edkQ; 1 \ , \ \ 1 1 ` ` , Rarce imal V011~1pa dl CU1CMadad aal9 aCILSf SWFIP aWya6
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i ~ / r ` ~ w ~ _ , _ i 1 \ 1 1 ` 1? ` 1 1 manr'ral,eu~hasfherglnssmaUirrg,W~revrntrmsinnendalklwvegruuinnro . \ ° ? - • - . - - - _ _ . _ _ . _ _ _ - _ _ - _ _ _ _ ~ ~ 1 \ 1 \ ` 1 , \ ~ 1 baaneeaihlishM,
HIGH POINT ELEV = 412.39 \ ~ ` ` \ 1 ) . s 1 \ Otllel area--1tk nntlly disposal area rmisl he gmstrally smaxh urd
HIGH PANT STA = 13+68.54 wxl.vegnaled with a maximum alopr of 104,.
PVI STA = 14+50 SEED ANO MULCH DESIGN DATA: ~ GROUND Da=20.38 AC. PVI ELEV = 416.25 010=57.52 ck BATA: Ycgrxate ill disturhtd areas. ! AC.
A.O. _ -14.59 ao L=1oo.00' ~2 Cft Constfuction fhe making afwuld be a minimum of d h wick ezPorwing ti iocbrs ovte Ih
t SLOPE=3.75X K = 20.56 wo=15s2 rp~ 75X Specdlcat+ons lrA'~ h°~d h inclrc dip in a veltici tr~~lwdl can lh~ lnwcrldRe '17k lgr,rl 2 ~ nlge~ sllouhl Imo aRulei >7naxhly aal vod aM he .w•aamly Ixld in pfeee wilh
NSTALL PLASTIC LINER 1.01' J.0' OR APPROOED EOUAL closely silxatheavq duq• wiresmples g lens 12 inchts long.
300.00 VC LOW POINT ELEV =386.23 q.E/W WATER BY-PASS CHANNEL CONSTRUC110N SPEgFlCATIONS 2. Fn>lero that the spreader lip is Icvel fn uniform spreading rd slam mne(f,
LOW POINT STA = 18+33.34 SEED k STABILIZE CLEAN WATER DIIERSION CHANNEL IMMEDIATELY UPON CONSTRUCTION OF CHANNEL. 1. Cmtsmal the Iavei spnadn nn umiiaurix'd:d!il fool on frig.
PVI STA = 18+00 USE NAG C350 LMiNiG FOR CHANNEL STABILIZATION. HIGH POINT ELEV = 401.54 a, c<a,un,rt a 20 n aaaaition areu/as o-t.~l the diM7sirm channci,~ mwd , smnulh)rx+thewid an
PVI ELEV = 376.85 O N HIGH POINT STA = 21+89.22 PVI = 21+75
M ~ A.O. = 19.30 - ~ K=20.73 P L - 407.00
A.O. = 4.69
4 ~ ~ ~ 00.00 VC K = 20.43
m m ~ I 300.00' vc HORIZONTA '
L SCALE 1 -50
' - M VERTICAL SCALE 1 "=10'
+ Oi
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1 SEAL 94 $7 - - - EXISTIN
Q; ~ G GROUND RIGHT .••N ~'~9 ~
18+00 1001 LF ®48" RCP VNTH HEADWALL
INV IN = 365.50' C ' ' ~~0; EXISTING GROUND LEFT q E P
INV OUT = 361.75' SLOPE = 3.759; ' FlNISHED GRADE CL
rr TOP OF ASPHALT
~Z`I -O fo
DATWI V
350.
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16+00 17+00 18+00 19+00 20+00 21+00
21+00 22+00 23+00
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL N SURVEYORS,
9 EAST OWEN P.O. 1253, WAKE FOREST, -OREST, N.C 275879 [phone] .

~ 1 D ETAI ~
T DETAIL. MAP
WETLANDS
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TEMP ARY Dn/ RSI DID H T ~ Q 0 BE ~ ~ ` ~ ~ \ ~ ~H ro ee , ~ ~ ' ~
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\ PA I 1 I ~ l , ~ L S1` TO Pf~EVEN EROSION AND I 1 ~ ~ ~ ` ~ ' iION,~AND \ ~ ~
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LEVEL SPREmDER 2 1 ` ~ ~ ~ I I 11 ~ I 1 I
' ENTRANCE WlDTH~10' ~ ' ' ~ ~ ~ ~ ~ ~ _ 1 Q 6 .1 ~cfC I \ , I I ~ ~ ~ ~ N I 1 ~ 6~'.1 ~cfs H,w=384' ~ ~ ` ` ~ .
- ~ , \ ~ ~ ENd WIDTW-3 , - ~ ZEN~PORARY ~ ~ ~ ~ _ I ~ ~ Q10 7 . Oaf I =7~.JOafs Few=4.'~4~ LEVEL~SPREADER #~4 ~
~ FLOW - 0.98 cf~ ` S IMEJVT I ~ \ \ ~ I I 1 I' ' ` \ ENTRANCE WIDTH=1~'~ ~ ` ~ \
_ *1 ~ ` ~ ~ ~ ~ PI LENGTH-0.98 cfs 13 12.7 ~ , ~ T # 4 1 ~ \ END~WIDTH=3' ~
~ LENGTH=1 ~ L ~ ~ ~ ~ ~ ~3 X`12 4 ~ ~ 3 1 TAR P M IG`0 ~ X ~ 4 ~ ~
~ ~ I DEPTH=0.51 1 RI ARIAN B FFER` \ 1 ~ ' I ' \ ~ ~ ~ ~ ~ FLOW 0.90 cfsI ~
~ . \ I ~ GRASS SWAL~ I ~ ~ ~ ~ \ ~ I 1 I~ ~ LENGTH~0.90 cfs~* 13~~11.70'
SI Ell ~ ~ ~ 1 I ~ i I ~ ~ \ ~ S~QPE & ~ LENGTH=1'2' ~
' . oP & LQ 1`OE~ ~ ~ ~ 1 ~ I I I 1 ~ V I \ DRAINAGE D~PJH=0.5'~ ' ~
I ~ I 1 1 ,TEMPORARY DRAINA E , , OF (~PF ~ I WETLA D ~ ~ ` ~ I1~ . EASEM~~IT GRASS~SWA~E I ~ ~
I 1 `1 \ \ I 1 ' ' ASEME T1 1 ~ ~ ~ \ ' I I SEDIMENT , ~ , , ~ ~ ~
~ I , L ITS 0 PIT 2 I . , ~ \ LIMITS OF ~ ~
! ~I I I 1 \ I SLbP ~ LIMITS OF I ~ ~ ~ISTURBEp AREA ~ ~ ` ~ ` ~ \ ~
24 X 13 X ~ ` 1 ~ ~ ~ ~ DISTURB A I ' ' ~ ~ ED REA
I ~ ~ \ I / f I I I I I 1 I 1 ~ 1
1 ~ ~ \ ~ ~ I , , I ti 1 N~ ~ ` ~ ~
LIMITS F ~ ~ S? E x- < q ~ 4 ~ 1 Fern y
FILL SL PE . ~ SILTi FENC ~5~. \ , y I ? t . i ~ ~ RIP, RAP QR FQ AFL ~ 'JU7'f DITCH
~ ~ 1 ' ~ OR E UAL -RA R P IT hi a ~ Q ~ \ ~ ~ ~
,Jll.T~ ~l C ~ ~ , ~.s ~Cl~ i ~A~L, . ~ ~ 1 ~ ~
1 ' S
~ t. t ~ ~1 0 1 1 1 ' 1 e~°• ~ 19+ 0 ~ ` ~ ~ \
't ~ ~ . ~ ~
~ I I O
~ x LARD 1 1 1 ` 1 ~ ' ` ~ 4. ' t` ~ ~ • ~ ,
~ \ ~ \ ~ ~ ~ ~ , ~ ~ l I ~ I RIP-RAP OR EQUAL- . t+r -:J_._ DITCH ,
~ 1 1 _ RJP-RAP OR EQU - ~ ~ \ ~
~ r..1.. ~ 1 1 ~ 1 1 I
i , ~ , ~ ,
1 l ~ \ 1 ' \b , ~ F~` ~ ~ SLOPE
1 1 , ~ ,.r 1 LIMI1`S OFD ~ I , S OPE & ~ , i , ~ ~MPC~RARY 1~ DRAINA~ ~ ~
1 1 I 1 1 ~f I ~ DISTURBED AREA D AINA6E , 1 - . \ ~ \ i DIME'NT ,EASEMENT
I \ I 1 , ~
~ ~ I E~ M I I 1 1 SE EMT ~ TEM~O~A Y , 1 , ~ 1 I
' ' S,ED1 ENT 1 ' SILT E , M 1 ~ IM T~ h 51LT Ef~C~ ~ 2'3' x 1~2' x 4' ` L 'o~N~~R04y~'
' ~ ~ ~ PhT 11' 1 ~ , ' ~ ' A # IL SLO ~ L N / ~ 1 1 ~ AL~N TOE ~ ~ LEVE4 SPREADER 3 ` ~ -'=:'eQ'
I I I I I • ` ? 24~ X ~ ~ ~ r I 1 , ' I , ` , ' 1 ( I ¢F SL E \ ~ ` ENTRANCE WIDTH=10' ' Ste-
1 1` I ~ , LIM1TS~OF ~ ENP WIDTH-,'S~ ~ ~ = L3794
1 I 1 1 i ~ I ' , 11 1 I I I I 1 ~ FILL `SLOPE ~ FLOW ~ 0.90 cfs ~ . ` ~ =;y'~9;~0 •'SG:'
I I , 1 I I 1, I I LEVEL SRREAD R ~ 1 I ~ 1 t W TL ND I,I ~ S r I 1TL~},NDS~ ~ , ~~ENGTW=0.90 c~'s,* 13'=11Jb' ~ ~ ",,iCygEua,,..~p,,.
' ' ~ ? I ENTRA - 1 I 1 ' I NC W D~FI- 0 ' ? ~ ~ 11 I 1 1
I ~ I I END WIIDT ='3 I I I 1 1 r I ~ ~ I I I ~ 1 ~ ~ ~ ~LENGTH=12'~ ~ ~ ~;~~~y~
i I I I - I ' I 1 I ` 1 FLQW 0.~8 cf ~ 1 I J I ~ I I I I I I I ~ ~ . ~ ~ I ~ GR~S SWALE ~ ~ /-Z~/-oG
" - , LEN TH=Q.98 rfs G 3 =1 4' ~ ' 1
~ I ~ , I I ' I I ~ I I I . " I ~ ILENGTH= 31 ' I , I ? , I ~ \ ' \ ~ RIP-RA'P ENER~~Y DISSIPATt~R,
(DEPT =0 51 ~ 1 ~ i ~ i ~ ~ ~ LENGTH=30' WIDTH=12' ~ ~ `
f I 1 I I I I I I ~~52~0 ~ ~ '2~" MINIMUM THICKNESS
- - - " ~ ' ' RASS SWppLE I ' I 152~C , T' , I I ~ I I I I I I t 1' t ~ NC40T CLASS'~'I" 13" S70NE ~ , \ ~
I I I I I I I I , I I I I I
/ I ~ / I I I I I I I ~ I I I I I I I 1 ' ~ ~ \
/ / I I I I I I ' I( 1 _J 1 r ~ I I , ' 1 ~ ~ \
l I I I I II I I 1 ? ~ 1~ ~ \ ~
i ~ / ' ' / ~ I 1 1 I 1 I I 1 ~ I I I I I 1 ~ ~ ` ~ i ~
- - / ~ ~ i I I I ~ I I I I I ~ . ` ~ .
- i / i / I I I I I \ ~ ~
/ / / i I i l I I I I I I
SHEET 3

BU~F~
ER MPA CT
1 DETAIL
T YP
CAS
ROA D C R OSPAVEMENT
ASS SECTION
/`-1
o C?
i ~V ~ ~
. ~p~v 'O
i ~
,~PROPO=EO Roa~ ~R~E
EXISTING ''ry
OF BANK
HEADWALL PROPOSED CULVERT ~ HEADWALL
~ `
EXISTING EXISTING
STREAM BED _ ~P OF BANK EXIS
Ex~sr~N~ ~RO~~o;.
- RIP-RAP
- - - - _ _ ENERGY DISSAPITOR
INVERT IN 100 LF ~ 3,75y
385.50'
INVERT OUT
~ EaDWAL1L 4A" GU RT
361 J5' EXISTING
STREAM BED 1 ~
vR0%IMAIE y.~giER
ELE VgiION ExISiiNG STREAM
DE EXI BO BE ~EPin BE~Ow
EX~STINC S BOTTOM
~RIE~o iOPIPE i0 -
FO PA
P°RSACE"••c `"E °W I I 1-1 I I-I i 1=1 I ~-I 11=1 11=~ I I-I ~ I-I I I
-II-III '
i~IIIIIIIIIII~IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITII
~Illlllllllllllllllllllllllllllllllllllllllll~~
III-1I1-1II--1II~~~Illiiiill~~ II1=i~'-
P<~~aaazr•,

~~,~yy
%a~r~
r,~~
SHEET 4

_ - _
. • STONE CHECK DAM • INITALLAT110N 0/ NLTTiPIQ AND alA1TING
PIe11KV drwpsl r nerd resist rltd/ M ieuMed r eaordeeot rrii )~t to self?
eltelttcrr«'s ierrreliaes, Aty ew a Ileeitl•Irpe plods rrd ¦ e pa~~- IWC ewld rhodd pNwils ta« of r I+erw DOS of Ire rdtp rilelt i M ar
prod. Ieaelriot it ilbrrrtl i Fprtllk
+ I• APNr lire, falilitr rld red tlehst ryiel ae er«.r. uapsu•rleert COMSTRUCTIOM SEa?UEMCE
er~erut»d.I:M.lerreieeerpedredarol.:.rlleErle.arwww:er 6° rrld tMd Ipftytd ee efMwfd. Ir ne channel 1. Obtain grading peralt.
• above d7m " 1. Install Brawl construction pad, temporary diwniom, silt
- wrth -r STAILIlED tORSTAI?CTlpl ENTMMGE lancing, sediment basins or ocher measures as shown on the (re to ssslo) apprawd plan. Clear Daly as necessary to install tMse devices.
. nA aA herght 3. Call . Ior ouite inspection by Environmental
ruhlia Neht• InapecWr sad obtain hrtiiicata of Compliance. Soy ais. °r-s'y 4. Begin clewing and grubbing. Maintain devices as needed.
• ~ , ~ , Rough grade site.
~p~'~th P1 5. Install storm sewn (if shown) and protect inlets with silt fencing, sediment traps or otMr approved eeasures a shown
Bsffa: for Sstdirrwnt T Fond stream uP ~ on the plan. Begin constructing building, etc.
Ste 1 Drive tl«l lento pat et Mwt ifl• Into turd sraNlo. WOOD PaTS ARE NOT , tslst1np Trend ?tovldo ap?sPrlaN trsnritiss 6. Stabilise site u areas are brought up to finish grade with . PR01'IL6 betreae stsi/ltsed Cm?erur vegetation, paving, ditch linings, etc. tlon rntrana esd ?ubllo R1EAr-
P • CHANNEL Cf~~SECTJON ACCE/TA6LE 1 ef-wy 7. wMn construction is cosQUte and all area us etabilirad caspletely, cell for inspection by Envirorrwntal Impactor.
R~ wirN eelAAigr to t1e~Ifeel fNlea O, e. If Bite is approved, remove teaporary diwrdons, silt
4nde N middle of ~ ~ • fencing, sediment bums, etc., and aeedoutor pave any resulting bare areas. All remaining permanent erosion
• f. ~ In channels, roll out strips of netting parallel to the ;r ,r ,r lublta rnntrol devices (such as velocity dissipators) should be
direction of Ilow and over tM protsK:bw mulDh. ` f a , s+detJae R!lhtrof- installed now. Et~n1 wP 9. Ifien vegetation has become established, call for final site
h ~ 8-12 rr -yap u" ' inspection by Environmental Inspector.
k• ~ p f~ c stone ereeetge Sewitiaeiw 10. Obtain a Certificate of Completion.
1, Stor rive - UN NSRA etN No. 1 (1'1/1" to 1") e[ AASNTO dalReetioe MI7, siN Ne, 1 (!-1/1" a 1-111"). UN crusael steee. '
Anchornettin in f l~ 9 0~ a 6•irlcll trench. y LeaSth - At dteetlw, Iet rt lNO than S0 tede. TEMPORARY GROUND COVER IS TO BE PRONGED Tbicbsese -Net loN tbse etEht (t) laehea. ON ALL DISTURBED AREAS WITHIN 15 DAYS
' . 18' 1 I I VIEWS Nidth - 1Mt lNO tbsa tell'wtltb of all pt~ats et la{rett or grsse. AFTER ANY PHASE OF GRADING HAS BEEN COMPLETED.
overlap .Ian gripE by eIaIIDIM~• p1(' LOOKING S, IlNbip - Yhsn aeeereq, elesls eboll Is eleoad a rww oedletat ' prior to eatroeeo sate l~1e rlSht-etway..Ilrli mssbiat !e rquirel,
Flprr uw aeettrete a enre.alee.eP perirrd Inel va a. a Frwrl• and orwMl(ophlp. L - - _I DOWNHILL ie ehsll he done ee r srr stablited with oewlN stew ehieh draft iKe ae tPProvN eohmwt esq r sedtstat ?M>1a• A31 eodimtac then
. :a le th ~ snltr,~d»eYur.rY~pdd»dleaer,«eepet~raiwhrw ~ ~Ilra• atta~h.d N Prweatel frss eateelq say stew /rate,./lteA, et estefewne ' thNWh ate et Deed Isp, Brevet, IserU er ocAer oMteeslmothNe.
otf?~•AltsesMlMlr4~b'eelMte111t wYlYe-i ~ is whh Ihs of win rdMnwi. I to 1~ ~0 1, eteeweo -the wtroar sWl M sdacaietl !e a seelltlss Mleh will ersek/M or tlswteR el seitesat sea ~I?1M rI~-say.
• q-iFGt DAM CF~SECTK~'V T 1 ossat dltRes, lrry dr spsltptetliaselos«rstel aoYr drr 61a• ~ felsk bleed etlr 1 e sq teptw ptisdte q4 IsesstW slp Wtetrsl eter r eee-
dadstp,oDwrrilleoD,sMwlplialysrslowiaDlpwi.Nalrpitdr IleeleesNld float; deter Mca/ M espts ssUes clesawt e4 ss=•maasseN.aesd a'trsP ssifmast. Bl seitmsat gillel, trq/d, smeW,et essebel Date Ps11te
er trry tz sssiDle dr q ttl rtl erry D asrareddretlpesrd les• Isle,llYrsn 2 d ew sn Ief1 siM br side, Ills a~toeel wipe Ifsldl M iMelEDntel ~ sgkes¦et~lsF most M roved lrslteal/. '
osrlMpsd ~ iRdsl sld errNd weMsr. lad snip d aelrtl siwM sleo M eleplM slow sM atw, twy D a a stl ewslsa w rel.r. spydq ! fwlDe awN felele t' . LAwlSprwdAF nolb ' • i ~N
SBBDING SCHEDOLB.
r"t"' Sty 2 u.. s wrrw h treltDll P tapln f Apart to uta~h r _ d, To~ol~rornpt,w,reeerreralorlie«rdr.re.a«.owlrprr ~I~•rM L1R11 G~RMis tabrie to hp wlre ii 1• ~ r F +~~j~ I Vsgstelod o."'fir ' "~..»;.•;~~:;"TnwNlon 3houldars Side Ditches
rN d Ire prtvirr roll It itdrt. r elrerer FiMlt LII~ N elspM trtry ~ F . or The ConvtyeROe ei SfIlPfteltter e~ N 11' I r 11iaslp~e~eMrdrsrldlertltL e"•~ bOpnde~ S Ages (Max. 3:1)
r ~e~• . • •yr ~ ~ ~ DAIE ,rk` ?...z,w~••.~i :"`'.1~,j S' 1S-MO? 1 'Ial.l ~ Floating Rate
• Fabrk out end folded ovM qr' , Ai1WRtM1Y1C/ ~41tu1.ilrpi/seer,srlaf¦ailrerrriuhlrlAlw~ha. Ur horhonW Irncs poe6 :y.. ' :M • er > ~ ` w• ~9 hibele - 120 lbf./acre r •~•ti:~,{S~' y, ~ y, • ° Mow 1-Ilsr 1 loll 1rR01N 120 lbs./aan
s1lYndea, r frtllre. Mlr eleeiaa Y irrtL /ib'ssMdesll selll? r , ..Ala.eeer~~rair+eerpt,~,rtee~,ta~lt~le.llale~.adara ~ ~I 8` • '~i.~` ~ ~ ~'r•+ ~ s ~ ~ i• ~ wbiszed a A~i be 23 lbs./ease Y~ r+•,I.J• ~ +r Y
. N S~ ielpselisee resll gplritt Y ilalyeeat111sMtd g„ e I ~,rIA SI+D ~:aNy ~ / y. abpe a Mar 1-Apt 15... fall Fesaw 120 lbs. G dl~ ~ J~ \L y ~ Y /acre 1 I SubN a. •r" / y A r 15-Juh 30 Ballad R 1, w ? y, 4 ••,;.',.1 P Cibrwn Rermudagrars 12 lbs./acre
_i _ a ~ l Q u1ldiMlsbsd w L• e•1 + ~ y y. y Jul 1 -Aug 15 Tall Fescw.and ~ t' ` 60 bs. outlet ~ 1+ a ~ L w r 1 /acre
'~r: 5p ~ ~ rtiJ• M ~ ~ a" ,A,i ~~,1,.~ ~ j y.I"Y.+• ""*BrowntOp Millet 35 lbs./acre , i y,~ r• ~'L t ~ or Sorghum-Sudan Hybrids 30 lbs. acre
LO 12• I lr , .r
s Crevei Itesliny ~ ~ J• + 4 J.' l; d,~ ~ "4 w I S10pea (3:1 to 2:1)
•,Tyh,b. ~,V ~ k 4, Mu 1-June 1 Sericea Lupedeu (scarified) 50 lbs./acre
Aip-Rap Apron Energy Dissipator Y• Nat! Bottom of DefAe Shaped rMy with Stone CeRttr Drefn , ••v ~ i ry..aet.Lw.lw,.{strews.edey.eemrwtte.~ee„mttren„e.e.r,W,tyn. (Mu 1-Apr 15) Add Ta11 Fescue ~ 60 lba:/acre
(Silepltd by INtor htrol) : crer?ch one trerlel For Stonwkr Outlet Protection Heed tt+dl p(( rnd a+epeeled• _ s. . (Mar 1-~,Tua 30) Or Add Heaping Iuwgrus 5 lbs./use
ertd{-.T1mEraltoflMYmlOyttet/r/iwmYsdrd>bouldporide (Mar 1=Jw 30) Or Add Bulled Gammon Beraudagrus 8 lbs./acre temeoetmMiliaoasmebtstY/1rltledtM>,melttlhe{rsdeafdes ~ Jun 1-Sep 1 **'Tall lesaw and 60 lbs./acre
Tl~peeoial rpradwliotNbeOe. "'BLOtRltop Millet 35 lbs./acre
~o A _ A S retderN ''br ~'4~-Smdaa H)'brids 30 lbs./acre P ?-Co~wn~alMktll/wsderAtiWetm~iranahatlx,tl Sep 1-Mar 1 Serida, Lea
taotrMleoverlkleutdofdmept111aHtI1t11Rmti•eemiao-nyhttM P~s+ (unhullad-unscuified) TO lbs./acre nww;tl.tshafibatlmtwy.mptrasinmMeb.~voeariaer , 1NOV -Mat 1 ~ lall•Fescw 50 lbs./acre
Tp/1u1 Ripralp Chawwlel becomeatttMiehed• ~ ( 1 ) Add Abtussi Rye 25 lbs./acre
U3E CEO-TEXTILE FABRIC UNDERLINER Osem rw--The owls ditpad acres M Mswtlly snoalh rl
M ~ • Plan • "'N''"~"N"m"'M"'"dOMw~• Consult Conservation Engineer or Soil Conservation Service toe additional in-
M ytEemletNdiMr6dmar. formation ooatMtsnlllq other alternatives for vegetation o! denuded usu. Tha above vegetation rata ue those which do wll under local conditional othu seeding
I~-L, liner I~rer - P IV RSION 8 M IT - TEM rate oombiaations are possible. FOr a khRl gality turf, double Dr triple rates. COrIS1fUdI0r1 L'tlsmwdntehtyWbetedtiwwsflReYtesmdieSShdeeawrlY
d Notes TEMPORARY DIVERSION 9ERY/DITCH pG ~y^J'sc Spt10r13 ~r~6lnlndwlm/Iseteetlmisssir~b"f°~`'~`tA" eeeTgsppratY -Reseed according to optiaum season for desired permanent vegetation.
Section MA I. Apron i1n1Rg clay b! r. MACNr1E COMPACTION OF ALL FILL IS REQUIRED, DIV[RSIOrs SIMIIENT TO DIRECT ALL M' r,W1hG „ p epbsl.mtYyemedsdMewwlyMldiepMa.id • ,E~~ dotdy*medruydury„Yt41t{lynayml,q• Do cwt allox trporar7l cover to 9rot? over 12 in Might before cawing, otherwise
riPraP. 9~ted rl ra , SEOIYENT•LADEN STORNWATER INTO A SEDIMENT CONTROL DEVICE MusT K rISTALLEO , r~7G1 W~ Pipe Outlet To Flat Area P P r.7e 1 fescue may be shaded oat. E-~AC DESIG b10~Tltt! ~ z. Etesmdwdie~pederNPitbtellwestismQmeRgermermiseolL T11lICAtS AIAY R! t~rr ox
Wth MO Defined. Channel ~?tte• PRK1R TO CLEARING a GRUS&MO 0/ THE AREA (OR rl CONJUNCTION WITH TNr OPERATION (~TefffR ~ M SEDIMENT CONTROL! a DIVERSpNa ARE INSTALLED A6 EACH pI1TICAL POINT r REACN[Dl. fe611rAte ¦61RMD AMY E tw IMIN Camrwidwkrdta:aderaedbttRdettl«r1eslW).
2. Ia is the length of tM riprap apron k OIVERSIONS SHOULD eE LOCATED TO IrNIMIZE DAMAGES eY CONSTRUCTION OPERATIONS. RNDHT a' RIGHt or Way. 1. Cenwsa t 10•n btnti11011 main noel dr dtesita dsnw;l to bled
• a DIVERSIONS SNOULO 0E SEEDED a ssuLCNED IF THEY ME TO REMAIN IN PLACE OVER 30 ol?YS. d. CHECK OEVN;[ AFTER EACH RAIN, SUT ONCE A WEEK REOAIIDLESS. REMIR AS NECESSARY. tttmNdy b the width and depth or die tpetdtr.
d •
A A 3. d • 1.5 tins tM 'r t0 11• ~ e ~ rr ?r« ea res. ~rw+, ~ 18 NtsiRUa ftOrN dlarekr 11ijN' •:~ir•rr' .•r"' 1~-~. M.. MtIM
, but not less tMn 6 (i G'ewl Bedding mw..crrr. Q'
taclles. ~ ' to nLL . 4. D1sNnslans and ~ ~ -aa~rs/DITeN- Seedbed Pre anon
•eERM• ~Ik speciriuttons cost PerebOlit-ShepsNl MeteeMy with Stone fengr Gratin ri -
Plan be dekrsiined by (Shaped by BUlldo><er) . approprlak elgineerirlg 1.) Chial compacted uses and s read P to4eoil 3 inches deep over adverse I soil conditions, it available.
design setthod, NOTES+ POSITIVE GRADE MUST eE ?ROVI0E0 TO ASNMIE ORAINAeE. IF SLOPE ENCEEps I:'/r, SEED 4 a YIN.CN OIVERI1011, TRY NOT TO EKCELD Safi (NNIN YELOGTIES RESULTD. MAKIMNM OA, i . i
• S ACRES wR110UT SUKORTINO CALCS.. DIVERSIONS AT THE TO? 0/ SLOPES I~ EIM•TY i I Z.) Rip the satire uea to 6 incMs depth.
~ rITOAM AP/ROV[D SLOPE GRAIN. SEMI/OflGI is MOST COMMONLY UIfA i a p~ ~ la TMAM 2{1 ~ i 3.) Aemove all loose rook, roots, and etMr obstructions leaving aurfscs
d Section A-A ~ MOTE: To Be wed Mare Extslssiw Stot,.nter wllKtties Prohillt ! SIOMf reaaoerablY smooth and uniform. ~ TRYWOIt( .
eN Pipe Outlet To Mill-Devilled Ch+nnet Yeyetetlw liRitys. i 1•) APP1Y agricultural lima, fartilissr R/~ ,and superphosphate uniformly and
sire of stone Ifr:t Be Oeterteilte/ By ANrgriaa Desilli hvoelw+e. i l - mix wish soil face below!). i R<>td~
PIPE OUTLET CQNDITiONS ~ 1 eowrca Bate ar,ow, s•ro•u •11- ! 5.). Continw tillage until a well 1 -pis visited, firm, reasonably uniform
I seedbed is prepared / t0 6 inches deep.
DRIVE BgEL /Dilil 1 ~ INTO iR01a1D • ~AfTACNI MIRE FENCE TO POITI ANO ~ I ~ ; ! 6.) Seed on a freshly prepued seedbed and cover sasd
ra rr rw •w AND EXCN~ A 6 X TRUICN INHI LL BRTBIO THE IOTTOM Of THE FEMK 6 ~x"~ THE UNE O1 IOg1. 101 101Tfi IAllfi THE EXCAVATED IAENCN. E t I 1»1MR ROAD lightly with seeding i egaipmeat or culiipack after seeding.
trssrrta N' IN OIAMETEA N~ M - t4?JIUWieLaJtYllrLit._ , . i ! 7.) Ibilch iwediatsly after ae and nacho
uu` „ nntnrrrurr 4r e e ~9 s mulch. i ~ FIGIJtiE •e.)
~ rM.. >rrrwrn rtrwr rrenoruwurret+l r! i 4 Iasp.ct au ..w.e areas and make ' wittlia tlu plaatitq swop, ii rpairs or res.ediags
-rlr- ~rlRlrrtrt r?tM t 50 ~ poseibL. 'tt stand .boeld b. over 60b damaged, i:eatabliah iollotdp por~1 1lasr testilissr old
i •tr.w ff~r +P u, w I, r ~ REOOMMENDEO ROAD CONNECTION ~ rasa., ' NEW RESIOEN>Iw. Rao. oR ResIDENMI.
w ' _ _ rur,w urn r r[wat rnurera- • ' i SOLLECIpi ROAD. ATIO OOlrsTllB STATE MAINTAINED ~ g•) Gestate ODmee:vatloa >mpeetor as salintenanee tseatmsnt sad fertilization
aw err rest tlr urn n rrraer ~DTKrI TINU SAStI a FILTER NO eCALE • _ alts pweaeat cover i• utablisbed. RoAo
fiRAVEL S RIP-RAP FADER BASIN DETAIL • ~ ReR IdtNleTRlte. iYMIYISro~IS
113E FIFO-TESfTLE FABRIC INDEN.BER 6r • 1 UtE RAOIYS ' A 1 : icul i STOP O~ITION PP Y ~ rural Limestone - 2 tone/acre (3 tons/acre in c'_ap soils) . i Fertiliser - 1,000 lbs./acre - 10-10-10.• '
, ~ 6r 43 H SuPerPhosphate - 500'lbs./scra - 20X'anal
STEP 3, S P.q, - ' ,v II~TICCH HE /1LTN FAIRIC 10 ?IE MiRE i~TL THE TRENCH AND COMPACT ~ ~ ~E Mulch - 2 tone/sere -small rain ~ Anchor - Asphalt Emulsion S straw
FENCE A~Q EDIIp~ TILE IOTTpI 01 11NE TirE•IOiI FIRMLY TO ANCHOR THE 0~ 300 gals./acre 0~
iC C' IN10 T1~ TRENCNr TTOR OF THE SILT FENCE 50 THAT r rraneuow \t ~ + t FAIR RUINOFF IS FORCED TO GO THROUGH THE is
h elves ~ ~ FENCE AND CANNOT CO UNDER 1 T CON
. , ,e ~ ,
,•r. Il wy~~ k1y ~ . IIOrI 11 ~ RA.w. TEMPORARY GRMIEI. CONSTRUCTION ENTRANCE
11 ~ , t• • ' ~ . t. NCDOT# S or#ti7 WIMED STONE SMALL BE UStiO. Ia0 TO K RD` L t m~ w t i• 0 AT A MWIMUM.
. b. TURNING RAgUS SIIfPICMEIIT TO ACCOMOOATE LARK TRUCKS IS TO BE /ROYIOEth
SECTION THRU BERM a FILTER PERSPECTIVE VIEW t'}. rQ KALE NO SCALE e. ENTRANCE(S) SNOIILO W IODATED TO PROVIDE y0R MANRRIY UTILITY BY ALL OORRiRUCTION VEHICLES.
d MUST BE MAINTAINED RI A OOMOITNNI WMICN WILL ?REYENT TRACKING 011 gREDT PLOW OF MUD Q1~ ~-0m e
~_.e. ONTO STREETS. PERIODIC TOPg1ESSUN WITH STONE MIII RE NECESSARK, I~tNllq HANDY. ? ANY MATERIAL WHICH tml.l IsNla IT ONTO THE ROW IRNT K CLEANED u?Jl ntu E11ite1 WIOTN SFIOUI.OER
aw• _ ~ r wlon+
• SECT10ti tih ~ ~ s w
NOTE: lottsr of filler fabric rust M SLOPE HEIGHT; p1sKSN1 in trench and severed by ~ REd4 I' 3 s ,~e~ Ile /FT.
~ MAX. 8TEEL POSTI titAeF Isckfiliing with so11 ~ a 14e ~~6 / PER. FT. +
50' RICH ff WAY ~ eslteFUl and taaping or by piKU I ' ,3. IRE FENCE ~NOi NIREr resMd stone to a Might of i• ~ ON A-A ' '8.339
M j N ~ tbove iFernd 1 evel . .>~I~ S' 20' PAYEMEIIT 6' fi' Z+ ILTER FAIRIC LEVEL 2= I e• iMd.ma O~ ~8
SNOIaDEN SNOISOER 0110a ROLLING 2r l IOTTOM OF NIAE FENCE AND xNl1f hl/2:1 NcooT ,A s ee /ST weelod SIeN S =Q
~ t ~ ~ ~ ~ FILTEA FAMIC IIIAIED r• J;r = • 6r IM EXCAVATED TAENCx~ • • ~S .
M1 LDLAI' ~2` ~--STEEL /OiT DeIVEY iRr INTD GROUND FIGdRE tf•
' SYMM QTRIG4L ~ .CUL DE-SAC NO CURB r ae NOTES, APPLICABLE AT A" POINTS OF S ESS B EGRESS UNTIL SITE IS STABNJJZM FREQUENT CHECKS OF THE DACE AND TOMY MAINTENANCE BE PROVIDED.
a•-ovrreri IOttt6 W. tK41pp/t{0 t ttounu M ".M h rtt[I tw Ww W..m by 8• SHOULDER SECTION hrMMM.
DRIVEWAY TURNOUT GRADES
CAWTHORNE, MOSS & PANCIERA, P.C. REGISTERED LAND SURVEYORS, 239 EAST OWEN AVE.. P.O. BOX 1253, WAKE FORE E FOREST, N.C., 275879 [phone]

y~
PO 0 ~ ~ ~ ~
NOTES GP o
1 ALL NEW ROADS WILL BE BUILT TO TOTAL SITE AREA PHASE 1 AN[ ~ ~ ISE 1 AND 2 w
N,C, D.O. T, SPECIFICATIONS AND = 2,200,925 S.F. 925 S,F, 50.526 AC. _ ~ SITE
TED AS PUBLIC. ' DESIGNA PROPOSED ROAD IMPERVIOUS - , RVIOUS - 59 221 S.F. Ro > I o o~
2) ALL LOTS WILL HAVE INDIVIDUAL ~ PROPOSED LOT IMPERVIOUS - _ ~ REO VIOUS 168,000 S.F. I - e
LLS AND INDIVIDUAL SEPTIC ~ r~ WE 4000 S I ADOPTED FROM P.B. 25, PG. 129 a 4000 S.F. PER LOT
TANKS. ~ TOTAL PROPOSED IMPERVIOI I IMPERVIOUS = 10,32 I 9~.
3) ALL LOT AREAS ARE GREATER THAN 't I '~o
FEET. ~ OR EQUAL TO 40,000 SQUARE I c~
4 THE HOMES ON LOTS 36 & 42, MUST FACE ` , , 1
I MINIMUM BUILD NG SETBACKS,
YEARGIN CIRCLE. , ' / ~ _ l \ ~ ~ , ~ , r l NOTE: y~- .
5 THE HOME ON LOT 1 MUST FACE BROOKSDALE DRIVE. / p / ~ Q' ~ , - THIS PROPERTY MAY BE SUBJECT TO FRONT 50 y 1 ,I , ,
- UNDISTURBED. / ti p `t - ~ 6) ALL TAR PAMLICO BUFFERS MUST REMAIN 6 ~ ' TAR-PAMLICO RIVER RIPARIAN BUFFER RULES. REAR `i , , I . - , ' '',CALL N.C. DIVISION OF WATER QUALITY TO ' I - - SIDE 15 _
7 TOTAL LENGTH OF STREAMS THROUGH PROPERTY - 2784 ~ ~ i , VERIFY (919 571 4700).
8 TOTAL AREA OF WETLANDS DELINATED 13,923,sq.ft. 0.320 AC, ~ J/ - _ , ' j . \
Q • I - ~ / 1
i ~
RALPH C do ~ / i ` ` ~ i , + : ' MAE BLACKLEY ~ + ~ '
D.B. 660, PG. 297 0 ' . + ` ~ P.B. i6, PG. 113 ~ ~ ~ - ~ ` • LEGEND:
PIN 1837-18-9113 ''1 ' ~ ~ i / i H.M. BLACKLEY, , 1 , I I ~ EIP ~ EXISTING IRON PIPE
f / PIN ~'.{8J'1-fl9-0333 ~ ~ + \ . \ ' ^ ~ ~ , ' CENNRA BRNK TRUST , i ~,T \ I i r , N ; I J,l~••' ~ ~ '~PK -EXISTING PK NAIL , 1 / , ~ ~ '1 . N ~ • EDITH; ADAMS"• - ,
T ~ . I i , N', 1 1' ~ - ~ - i - NEW'.IRON PIPE SET,-' i I r i I ~ ~oo D.B. 825, P$: 785..... - • % • , \ - •
N F / T 1 I BRENDA KAY PEACE / / ~ , - ~ ~ + i , 7 11 1 ` _ ~1'R. 6 P.8.45, 2g RJW RIGHT~QF WAY, 1 i ~ ' i • 1~G. 1 • 1 ~ , 11 , , ' , ' r'' ?JN'~I 8138-2117481,. I r CA?• CABLE 'TV QOk
1 I D.B. 712, PG. 426, / / 7'' - - i 1 „ I„ ~ r . ;y- ' 9q Try , 68 ,ELECTRIC 80X
N/F PIN ~ 1837-28-2371 ~ I - - - I - _ / t I I i; 1 1 CHRYSTAL DAWN I / / I I ~ - _ P• T _ _ % " d' ' I , ~ i' ~ '•.jE`L•, •>;ELEPHONE PEDESTAL
1 ENGLEBRIGHT I J' / / I I f _r- \ ~ I C - I. - ~ ~ D.B. 864 PG. 928 / ' T'' ~ - "I ~ - ~ ~ -1, ~ . 1', 1 ; ~ / •,~P• POGVER.POLE-. , _I11 1 , ,r - \ ~ - _ - ' 1, ~ r . , r• ';K,~•\ ,~11'\ --~''u'~ - / - DHL'•.~ 'QVERHEAD LINE
PIN ~ 1837-28-3115 / 1 ••r I I '•j I I t I I, ~ -`i,+ - :'N 027 5Y` - ~ ' ~ ~ b, 'La }f•T. OL
, . ~ , 1 I / / I I• I I I 1 I I~ p I ! \ = i``'~ ` A; 'tae, ' ' I _ ~ ; _ _ ~ ` ',Wb1 WRT'ER DETER I l; \ • tlgo; 10,01' ; / - •\',WV'.- 1NA,TE~'•>(,4LVE
, i 11 ,1~ ; , -r L ''110.01 ! - 1^- - W)=R aN-OUT • I • 1' I' I; `7~, • • ~ ; 7 , i ~ .9T/ 447 ..1.9Q:Z4.... 6D~'. CLE'
1 / ' . / I ~3 4 r'Y I I,. III ~ I ? • ~ I • ' I • ` : \ ` • y ~ . h' 1 % i 1 , f _ _ i 222.84' - (
. \ .I 1 \ \ \ • I \ i 1 f r' , 'I . 1~ I /
/ / ~ 1• I I •1-'7'1 I •1 ,I ' , I ,I, I \ ~ , ' 1 ; ~ , i, I i -lJ I - i ; ; iI I :a,-.... 1'1 '1 ,1 11\
N~ 1 ~ ~ ; , t I: j - I i '•r--. ~ ..L.~, I J I t ~ 10 STEVEN H ~ / \ / , fi i T ` - I I I III ' ~ I 1 O • ` 1 r r 1 I , I', I I i . ~ / / / I 'I\ ~ e? . 1
SHARON K LAZARZ / / ~ \ f / ' r ~ I 1 r / ~ ^I I' ~ •{'•{••.I~, '~"~.I I . D.B. 869, PG. 238 / / r ! / .I ~ I'•. i, , I 1 'I' \I:` 'i ' ll I ~ ~'I I I i•1 ;1• 1 I\\ i
PIN ~ 1837-27-3396 /1 / ~ % / I' I •r ~ I ..I. ~ I I I
it I' I 1`,11''.1 •?,1' 1 ~ ; I• I ! r ~ / I• fl , / p' ~ ~'I 1'1 1 ~ ,
' ~ ' ' 1 ' I I I III 'I , I I, •I~It11 1 \ I' I I, i ,I , ; ,I , 1i , I ~ I ' 1, ~ ; 1.1 tr~,374,' ~G•. I ' t. I ' I~ ~ ! .415 C. ~ ~ ' ,
/ / t/ r \ ..1..-_ ~ l i ~ I; I, ~ I I f.•• ~ I `III ~`Y { I I I I I. ~ hl'~'~\I, \1 ' i~ • t\~ '+Ab.`, ro \ 14 ~ ~ V Il ~ I i I /~,l',, 1 ~ , I ' -
/ ~ ~ i \ 1 \ \ ~ i, ~ I \I ' I ~'I ~ ~ 1-I I •I- ~`-I•.~.- . I I I , • I I '1 \ , ~ r'~'~', , • ~1/~66 RI • n n i ~ I,''' n f i r ~ I . ; , ' ~ / r' 1 ' i ; ; i c~ I I y ~ , •\1•• ? ~o', 4t'38s >~:r 41 25 eq.{{. 425 •f~.l ! , I • , , , \ N`• 1CQ '~ANLI ' ~ ~ I ~ I ~ ~ >p, n 4y,8 s>q.~.- ~ a~ r 1 I
\ ~ ~ t + - ~J ~ I III ~•J... I I _.1..1 I III , ~I 4,9444~•,Af4. 10.950•,AC. Ot 53' AC: 10.x•77 AC. .1 ~ ~ % ' . , f•i~.- 1 I' : 1.. I', P ~ • ~ \ I I / % j y:0~3, ACS ; I ' , ' r~, , ~ I \ ~\"I. ~ , '.I• _ I I / 'I ' 1, ' ~ I I -.I-'I- \ \ '1., I •`I ; r 1 I I I i i , 11 i l / I ~ 1
r . I .,I S1\~ ~1~ ~`.',~y`,,1, , ' 1', • I', r I i 11 i ~ ; ~ i ,%i • y'1 i $
1 I I '1.193 , ~j,, I r• .I .I I, 1 , y ~ i ! ; I I • G• ~1, . • , ? i ' I 1
_ \ ' SL~1QE 'dly~; 11 1, \ , 1 ' , \ I ~ I \ 'I ; I ~ . ~ , J r ' I ) I ' I ' _ _ _''J L_',. roRalroacd'tSP, , y 1 1 , I I ~ / , : r , i 1
I ,BASEMEN I \ , ,,f • I I, : {.IMI~'S ~0~1 ' \ ~ • • `~'TSd, JI E'~? ~'I' I I i' ' ' I I
. I i DIS7ilR~E0. AR11~•.'„ \ ' ` 1 . ~ I I ~ . - J~~ L l ~Li v j~ ~f / 1 i rf,l'~r~i ~ ; ~ I ~1 1 ,EASEMENT - ' _ J ',L \ 1 ; , ; f I l
I - _ _ _ - - • I I ,1 ,1\~~', l 1 ,1 UMITS~ \ 1 ~r j ' i' (:I I i ~ ~ I I 1 , ` 100 TAR-PAMLICO ~ \ i R j , ; I I j RIPARIAN BUFFER
, ' \ , 1 ; , r ,1,1 •,1, , , ,DISTU B€D ARfA l` ' I r , ' ,I', ,
':1 I'•'r i' ' .,1, . , ' \ 1' \ \ 1 1 • , ~ , ' \ ? a , ' I i 1 ITSi OR 1 1 , ` T ; , I, '1 ( ~ , 1
•'T • ' \ , ,1 ~ 1 1 IS BED 'RE ~ ' ~ 1' 1i ~ •1 , \
• . . ' I,, _ 'DIS1lMI~D ~ \ ' w•~ : ~ 1 r2, ',I ,1 , ' _'T..i,,, • \ \ ' ,
~ \ , , , I III 35 I. ; I 34 - I I • i I l . i I _ y
I `I• .I 1 . ' • 1' •I • 1 1 i y r . _ , ' Y~" gIroTAIN f~E'' , EIISEfA '1 , , I', 1 ` ' I I ~ 1i .•11 'i~ i '~l' - 1 , \ ` ',1~1 1 \ N'F
~ , ' ,1 I • , 1\• 11'•,I I` '1. ~'I•;./•, ; I . 1~' ,'1'' 1' 1 ~ I • ''L, ` I I \ 1• ` ` \ , G'ENTU(tA BANK TRUST
I• 8 ~ - .1' •I ~ ; 1„ I I 1 ~ 1' ~ 1Tt.•'., ,J. ~ 1 G ,\..'1 '1:RITH ADAMS ~''1 Y~' ! I: i\ 1 ~ ,11 ;I I „ 1 , ; 1 ; ~ I I I % ,',8~,~ 1~:~., ~(3. 89,5, PG. 785
'`1 ~ ••I•. -."'L- I . .1 1 r' li 11~ I \ '•C,. / I ' 1 , ,\•':.d\• , . I 1 II ,1. !4 , , • \ACr \ P.ti. 25,,PG. 129 I,1 ~I' '•I. '\l, 1, it"I'Ijl I1 Il, ail'` .,i X4,113 ~~I ''I`., ~'I" ' ~ \ 11~'\•~'. \ 'PIN,fI'8138=21-7481
I ~ \ ~ ~ ~ I'•, I `l III _ 'l { ~ , , 1 , l ( •I- •1 ~ / ,"f, r 1. . I I , 1, 1 I 'll i ~ ~ ` \ \ 1 11 \ i. ~ r,... I -•0:9'48~~AE?', ;;',~'I I , ..,,•a,• ,r•, ••t~.81,3'r4C. I• •.I i• --f-- r ~ ~
'•I.. I "r• I . / I) ~ I 1 i'' 1 1` mcr ~l,l~ ~Mli! 11., ~ 1 •1' I\~ ,'l i I` ' \ , „ ' f, 'P\ I I yy~I. ; r ; I I 1 . I •1,0.947•'ACI. ? ``nn ; ~ ~1 • ' ; \ ,
:r' ,114; , • . _ ' , „ • ,
'-L' .`RI ARIAH 9 ` ~ •P ` emu... •1-._ .i~• r~11 ,Ili'I~~ ~ '1
, _
_ _ T
1 i / / _ . , , , .yam- = - ` . 1 \ "~i. - ,~~.1 'r ..~179.6d~ Tea 1' ~ ~ \ p ,
~ . / / !i' ''/r i- l 'ii/' r' 'i,~•: ice'' \
~ ~
/ ~ ~ ~ f ~ 03'3315 W
1 - I ~ / ~
N 1 ~ ~ I JEFFREY O.~PREDDY V
D.B. 622, FIG. 265 PIN ~ 1837-77-9965 I
1 I ; I AMANDA DIXON fk LAURA CRABTREE ~ 1~..,,~~„ ` \
D.B. 2003, PG. 255 \ PIN ~ 1838-41-172J \
, I ~ N
I I ~ W 1 re Q LEGEND: i
I a Qz t
TOTAL AREA = 21.578 AC. EIP EXISTING IRON PIPE ~ EPK -EXISTING PK NAIL
~ TO BE SUBDIVIDED L___-- NIP -NEW IRON PIPE SET
R/W -RIGHT OF WAY
CAN - CABLE N BOX EB -ELECTRIC BOX
~ LESS R W = 1.021 AC. TEL -TELEPHONE PEDESTAL
OWNER DEVELOPER: PP -POWER POLE OHL -OVERHEAD LINE
NET AREA = 20.557 AC, C&M INVESTMENTS LP -LIGHT POLE
WM -WATER METER 650 JOHN SANDLING ROAD
FRANKLINTON, NC 27525 ~ -WATER VALVE
TOTAL LOTS = 15 50' RIGHT OF WAY [phone] CO -SEWER CLEAN-OUT PRELIMINARY SUBDIVISION PLAN FOR
AVERAGE LOT SIZE = 1.370 AC, s~- SHOULDE 8' 20' PAVEMENT 8' 6' VI I N A SHOULDER SHOULDER OITCH
PHA S 1' PER FT. 1 4' PER FT, 1' PER F7 ?,;1
T TAL ROAD LENGTH 779' ,-pERF~ 0 1 1111111111
2:, LOCAL RESIDENTIAL r?qR''~/, OWNER: BLUE SKY TIMBER PROPERTIES, LLC SF 9.5 A ~
- RESIDENTIAL SINGLE PROPOSED USE SUPERPAVE ASPHALT MIX ; O ~1rSSIO '•.,'I/ ~ • o ti9 ;9 ; REF: D.B, 968, PG. 248
FAMILY SUBDIVISION 8' ABC . Q~' ~ ,
SAIL BRASSFIELD TOWNSHIP
TOTAL DISTURBED AREA 1.5 AC. . 794 L-3 ~ 0: GRANVILLE COUNTY, NORTH CAROLINA r
t HEREBY CERTIFY TI REBY CERTIFY THAT APPROVAL WAS GRANTED TO THIS MAJOR 5111.,•
PRELIMINARY PLAT E -IMINARY PLAT BY THE GRANVILLE COUNTY PLANNING BOARD AT '~,C 100 50 0 100 200 ti
THEIR MEETING ON_ PLAT SHALL EXPIRE R MEETING ON THIS MAJOR PREUWNARY qtL A•,,\ ~ f SHALL EXPIRE TWO (2) YEARS FROM THE APPROVAL DAZE. r ' ~
`l/l ~ a
SCALE 1°=100'
DA"T g DATE GRANIALLE COUNTY CANNING DRECTOR
JANUARY 31, 2005 ul.
ZONED AR-40
PIN #1
i, WAKE FOREST, N.C., 275879 [phone] 837-29-so4 SHEET 1
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 12539 WAKE

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- ~ / I I ~ I r \ ~ / ~ / 1 I r , I I I I ~ , \ \ \ , , , ,
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1 D ETAI ~
CT D ETAI ~ M
AP
WETLANDS
~ 1 ~i 1 , I 1 1 ~ 1 1 ~ ~ 1 ~ 11 1 1 \
~ ~ ~ 1 I I 1 1 ~ , 1 . 1 ~ ~ \ \1 ~ 1 I I
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1 , \ ~ 1 1 1 , ~ 1 1 ~ \ ~ ~ \ \ 1 I 1 1 . ~
\ 1 1 1 1 ~ ` , 1 1 \ 1 ~ 1 \ , \ ~ , ~ NE 1
~ ~ \ ~ \ ~ 20 RAN \ \ I 1 R qGE
1 1 ~ 1 ~ , \ SE~MENT\ ~ \
~ ~ ~ \ I \ ~ 1 1 ~ \ \ \ , \ \ ~ ~ 1 \ 1 \ ~ \ \ ~ \ ~l
` I , ~ \ ~ ~ \ 1 l \ , \ _ 1 1 I 1 \ , \ \ ~ ` ~ \ ~ ~
1 ~ \ , \ ~ \ ~ ~ \ ~
1 \ \ ~ \ I \ \ ' ~ \ \ 1 1 \ ` 1 1 \ \ 1 ` \ `
~ \
I ~ \ \ \ ~ \ ` ~ \ \ Z~pNE 2 \ \ ~
- I ' ~ ` \ \ ~ ' ` \ ` ~ \ ~ , , \ . X14 ~
1 \ \ l ` ~ ~ 1 ~ ~ 1 ~ \ ~
~ \ \ ~ ~ \ ~ \
~ \ 1 \ ~ T , ~ EM13 ARY DTV RSI DID H , ~ G \ 1 iIQ~J DI~C~H TO BE ~ ~ `
~ . \ \ \ l ~ , . 1 \ \ ~ INSTALL DURIN COIySTRUC ~ D\ COfySTRUCTION OF ~ ~ . \
\ ~ , ~ PIPS. DITCH TO B6 LINED WI 6 LINED WITH ~ ~ ~ ~ ~
1 ~ \ . 1 , ~ ~ PLAS1`I TO P~ VEN ERO~SI01 V1~ER0510N,~AND \ ~
' 4 1 1 \ \ ~ ` ' 1 1 1 1 \ ~ ~ ~ ~H~O LD B 1 , , ~ U E DIMENSIONED A ~IONFD A~ N0~'F~D. ~ ~ ~ ~ ~
~ 1 1 ~ , ~ \ 1 1 1 ~ 1 \ ` ~ ~ \
t i 1 1 ~ ~ ~ 1 ~ ~ ~ ~ \ \
\ I , 1 ? 1 , , ~ 1 ~ 1 0'0 1 1 1 ~ ~ 1 18±Od 1 t~0' LF ~ ~8"FRCP WITH ,j-IEADWALt~ , ~ ~
~ t ~ ~ \ \ ~ Da ~
~ 1 1 1 \ 1 ~ 1 1 1 ~
1 ~ ~ ~ \ Q10=~7 LEVEL SPREADER 2 ~ ~ 1 ' S # 1 1 ~ 1 \ ~ ~ ~Q10=57.~~cfs ~Hw=3.68'
1 ~ 1 ~ 1 ` 1 1 1 ~ ~ ~ ~ ` ~ _ ENTRANCE WIDTH 10 1 1 ~ Q 6
~ 1 , I 1 ~ 1 ~ ~ - 1 1 t \ EN~P R ~ ENd WIDTW-3 , . ~ - \ Z ~0 ARY ~ -
I ~ Q1o II 1 ~ ~ ~ FLOW - 0.9'8 cf~ ~ S IME.NT ~ ~ I 1 1 \ , \ 1 Q10~=7j.g0afS Few=4.~4~ LEVEL` SPREADER #~4~ ~ \ ~ \
- ` * ~ ~ \ ~ ~ ~ PIT 4` LENGTH-0.98 cfs 1 13 12.7- 1 1 , ~ ~ ~ # I II \ ENTRANCE WIDTH-1~' ~
_ , ~ 1 ~ ~3 X` 12 4 ~ LENGTH-13 L X , END~VNDTH=3' ~
1 Q TAR P M~100 ~ ~ 1 ~ - 1' \ \ 1 ~ \ ~ 1 ' ~ \ ~ FLOW p.90 cfs ~
DEPTH-0.5 1 RI ARIAN B FFER \ ~ ~ I ~ ~ ~ \ , 1 \ ~ ' LENGTH~0.90 cfs~ • 13'~ 1 JO' ~ ~ -
1 GRASS SWAL ~ 1 ~ 1 ~ ^ ~ ~ ~ , SI E~J ~ ~ ~ 1 1 I ~ I ~ ~ 1
\ ~ ~ 1 oP & LQ 1`OE \ \ 1 S20PE & ~ LENGTH=12~ ~
I 1 I I 1 \ \ 1 I 1 I 1 1 ` ~ ~ \ DRAINAGE GRASSHS4VA~E ` I\ ` ` ~ ~
' I TEMP RAR DRAINA E , OF P ~ ' WETLA D ~ 1 ® Y\ 1 1 Q ~ ~ I ' ` EASEM~~1T ~ ~
' ' ' AS M 1 1 1 \ \ ~ 1 1 SEDIM NT E E T , ~ , I ~ ~ . , L ITS 0 ~ \ LIMITS OF ~ ~
PIT # 2 , I 1 1 , ~ \ r ? I \ I SLbP~ ~IISTUR6Ep AREA ~ ` ~ ~
~ LI TS OF I ~ 1 1 24 X 13 X 4 ~ 1 ~ ~ / I q I 1 1 ` ~ ~ \ ~
D S BED REA 1 , z ~ 1 ~ I I ~ I ~ ~ F r i r 1 I ~ 1~ ~ 1 ~ \ ~ ~ ~
/ ~ ~ .1. ~ ~ ~ ~
~ ~ FNC x S Q $.,,7 4 511~T ` LIMIT F
FILL SL P E ~ ~ S~l.~ FENC , ~ . . ~
I , y x ~ RIP-RAP R ~Q L j- ~ 'JUF~ .DITCH ~
' ~ R P-RA OR EQUAL ~ ~ \ ~ ~ ~
4 ~t:' 1 \ 1 1 , \ `
1 / ~ 0 ~ ~ 1
16+00 , 1 ~ ~ ~
1 10 ~ ~ ~ ~
I v v ~ . ',t 1 ~
1 \ \ 3'~~~ ( ~ ` \ ` \ \ / ~ 1 ' 1
I \ 1 1 1 1 ~ ~ 3, IP-RAP OR EQUAL- .:t ' ~ ~U7 DITCH .
- - ~ RAP-RAP OR EQUA
t ~ ` 1 1 1 ~'1,, ~ ~ ~ 1 1 I \ \ 1 1 ~
l 1 , 1 1 1 \ 1 ~ ~ 1. ~ , ` I , S ~ ~ ~ ~~~YYYIrYYYYI ~ ~ \
1 \ CX1 ~ , ~ ~ SLOPE
1 ~ \ ` b ~ t 1 1 ~ 1 , \ I 1' ~MPdRARY , DRAINAG~ ~ ~
' ' 1 LIM11`S OFD ' ~ , I ~ S OPE & ~ , ~ , \ ~ ~ ~ DIME'NT , EASEMENT
1 ' 1 t ~ DISTURBED AREA D AINAGE 1 1 1 I 1 1 1 , ,
E~1gEMEN'T I ~ I ~ TEM~OkA Y , ,
I 1 , 1 . _4V ~ l `1 ~ 1 , SIEDIt~gENT , 1 IM T~ 51L7 Ef~C~ I ~3' X 1~2' X 4' \ \ : P,~~ CARp4.
~ , I 1 1 1 ~ PIIT 11 1 1 I ~ ~ ALCJN 1`OE ~ ~ LEVEU SPREA6ER J/ 3 ~ OQ ~~o,~,ti
# L SLO 1 1 ~1 . ~ 1 1 I 1
~ I 1 241 X X• 4` 1 1 I ~ 1 , ~ 1 , 1 ~ I r. i ~F~ S E ~ ~ ' ENTRANCE WIDY~ 10' e - SEFJ- ~ i , , LIM~TSIOF ~ ENDS WIDTH= ~ = L-3794
I 11 1 I ' I 1 1 , i I ~ I 1 I 1 ~ 1 1 , ~ ~ , I I i ` FILL 1SL9PE i FLOW ~ 0.90 cfs ~ . ~ ~%?~i9'~os~v~°••`~f':~
I . I ' LEVEL 1 1 ~ ~ ' I I SRREAD~R 1 WE~TL WE~TLA~NDS~ . ~ENGTH=0.90 cfs * 13'=11Jb' ~ q- '~'c;;'AEL
, ~ , l ' I I I T - 1 I ' I EN RAMC 1~1- 0
~ ~ i• 1 ~ ~ \ ~ I ~ ~ ~ ~ ~LENGTH=12' ~~y~
~ I I I END W,IDT ='3 . ~ , ~ , r 1 ~ ~ I I i ~ - I I 1 1 I ~ 1 ~ 1 ~ ~ D~ TH=0.5'~ \ i~^"" ,,!I1fw~'
~ I FLQW 0.~8 cf , , ~ ~ . ~ ~ I ~ . GRAS SWALE ~ ~ /-Z~-o4
LEN TH=p.98 rfs ~ ~3 =1 4 ' i , I ~ , I I 1 I I~ I I I ~ I ~ ~ ~ \ ~ RIP-RA'P~ ENER~Q Y DISSIPATI9R,
. - ~ ~ LENGTH= 31 ~ , ' ' ~ ~ ~ ~ ~ ~p LENGTH=30' WITH=12' ~ ~ ~
r ' ~ I I I I I 1 (DEPT = I I 0+5 I I I / I 1 ~
_ , ~ ( ~ ' RASS SW LEI ' ? , , t ~52~0 ~ ~ '1~~ MINIMUR9 THICKNESS
~ I 1 1 1 ~ I I I I I I I I , 1 ' 1 1 , ~ NCQOT CLASS~~'I" 13° S7DNE ` ~ ~
~ I i ~ I ~ i ~ I ? ~ I ~ ~ 1 \ 1 \
~ I I I I I ' ` ~
~ r I~ ~ ' I I r I~ I I I l I I I I ~ I 1 1 \ ~ \ \
~ i r i ~ ~ I I I I I , I 1 1
~ ~ ~ I I I 1 _ r r I ~ ~ I I
_ _ i
i l / ~ i ~ ~ 1 1 1 ~ ~ ~ 1 ~ 1 I 1 1 I 1 1 I s ~ \ . ~ ~
SHEET 3
i

B U ~~E R IMPACT
# 1 DETAIL
TYPICAL R
OAD CRPAVEMENT ROSS SECTION
~ ~
i OQ ~ ~
i ~v PROPOSED ROAD GRnDE
i~
.

~t~,• O .
EXISTING ' F`~
OF BANK
PROPOSED CULVERT HEADWALL HEADWALL
~ EXISTING
EXISTING ~ ~P OF BANK ExISiING GROUN~~~
STREAM BED ~
_ RIP-RAP
_ _ _ _ _ _ _ _ _ _ _ _ _ _ ENERGY DISSAPITOR
100 LF p 3.75% - ~ EADWnLL e" GU Ri
INVERT IN
385.50' INVERT OUT
361.75'EXISTING
STREAM BED
APPROxiMAIE wniEft
ELEVNTION ~ ExiSTiNG TREaM
o%IST~NB BOTTOM 5 G ESi
BOiiOM i0 E TO _
BER APUAiCOPA FLOW _ - _
PASSNCE - -III ~
III-III-III-IIIIII-IIIIIIIII
IIIIII-III-IIIIIIIII-III-
~ ~ ~ ~III-~ ~ ~ ~ ~ ~
III- ~~~-~~~-~~-lii-
=P:y'cado~tii oFS~'•;
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y~r,~'~
r,+^,~
SHEET 4
_ _ _

_ _
. • STONE CHECK DAM
. Nle'TALLATlON aaotreliraraw~iloe~N b wrYl : teopldrlot wi+ nOt t0 SCp~' Rolrut `IIw1110
tttrricrrr't irrlYelietr. Aey al a Mrtaiypt plalra wed tt a prra uve etekb Hord paride eawr of r ktM 70S of le ¦r6a wkr b M sr
plwL Maeerioer ilblrrrtl i Fyert d,l/e.
1. Apgy Ga, ferlYier red wl btftre 4yiy le a a reL Itaptl?wteet rr CONSTRDCTIOR ssQu>.t1Cs
teuiti b trtd, lint try M itootpurd MkN ~N M raerl tNliYer 6 wd tree tprytd a thtrwerd, ~(nP Chcmnef
pbOVP d7l?~ _ 1. Obtain grading permit. 2. Install gravel construction pad, tuporary diversions, silt
• ~ -with ' -r STAIIUIED COB$ROCTIDII ENTRANCE fencing, sediment basins or other meaenres as shown on the (see q eagle) approved plan. Cleu only as necessary to install these devices.
~p ~ fietc~it 3. Call . for onsiG inspection by Environmental
?ublle Aitht- Inspector and obtain Cartificete of Caetplianee.
, I toy dn. o1"MaY 4. Begin clearing and grubbing. Maintain devices ae needed. Aough grade vita.
(~th . p!t t_ _ _.1_. • 0 5. Install storm sever (if elawn) and protect inlets with silt
6aHle: for SedNnent Trllp~,~end fond: upstieam ~ fencing, sediment traps or other approved measure se shown
Step 1 alw itee? terlee pat at Nlep 11' Imo eol/ EroI1rW. W000 POiTi ARE NOT , lrovtM appt~oFrtan traruittar on the plan. Begin corutructinq building, etc. trtsttrg treend 6. Stabilise site as uses us brought up to finish grade with • ra0flld jetWNl Stabtltsed Cue:cruo-
CHA EL CFrb~SECTION Acc~TAtLE I ' eton retraaa ntd tab!!o At9Ac- vegetation, paving, ditch linings, etc. ~.{yV 7. when wnstruction is cotoplete and all areas ue stabilised
MeetieltM ItIMd wirN iedIAMY to tReltieM ~eete rat capletely, call for inspection by Environmental Inspector. p~ 8. If site ie approved, arrow temporary diwnions, silt
idle M nld/li N fencing, sediment bssins, etc., and eeedoutor paw any
, r ~ • kAMIMINIIeI E' Yew ereRYtt reaultinq bare areas. All remaining permanent erosion ?oblio control devices (such as wloeity dissipatora) should be
In channel!, roll out Grip! of netting parallel to tfle .r ~ ~ , direction of Ilow and over tM prOlecbve mulch. ' ' f ' r " trUt[e{ Rl~ht-oh wy installed now.
~ 9. when vegetation has become established, call for final site inspection by Environmental Inspector.
~ wccs ed ~ ~ . Construetton Seesitfatkas 10. Obtain a Certificate of Com let P ion.
stone 1, {toed eiss -Use MSNA site No. 1 (2-112" to 1") or AASNTO dat{aettea
flow "0 Anchor netting in a~ Mil, alq Na, 2 (i-1/Y' to 1-1/2"). Ou erwbad steno. ' 2, bee{th - Ae a[tecttvs, but not foe rhea S0~ [wt. TEMPORARY GROUND COVER IS TO BE PRONDED
a birch Irench. y I i• 18• VIEWS 1. 2hlebasee -Mot Use rhea at{ht lessee. ON ALL DISTURBED AREAS WITHIN 15 DAYS 4, Nideh - IMt lace tltsa tuff widrh of all peltite el to{rsse~or e{raes. AFTER ANY PHASE OF GRADING HAS BEEN COMPLETED.
overlap ~ JDingripiby ~ ~ 't I LOOKING S, Nubtea ?1Rntl seeaeary, vMels eMll N eleeasd, to resew eeJteant prior to MtfeeH Mee pe?Ile rt{ht-e[wep. YMn wehin{ U rpo[rd,
~ ootAiNruu Fitwawwlrrettatripttat~wt.t.eaiwwtvao+r.aP«tttn. indoYMllppMp. L_ - - it shall M Mee M as area staltliee/ vith aresbed steN tdtleh Irafae faro M epprewd sedisrnt trap or aMteaat ?pla.•. Ali esdtmaat shall
le rh Sun ltyinE de trt frar ~ lop of de chwd or rr trieN Plow ~ win' atutlled b prwsetM lrsa snarta{ soy step drale, dish, er wterewas thnWA eN e[ eea0 bs{a, {ravel, IeeNe ei etMr apprmsd •esthNs.
Ik AMW M a Ibt 11N Ht~ MteYls-M I ~ tt with a Yrki rte ~1 Yy ~b ~ to poi Mnplr i, ~nesaeete - 1Aa satrsaes shall bs srtatstasl to a eebditiea shish viii
C~IECK DAM CF~SECT>t'~V 1 ytiveat teae!!s{ or [lwta{ of eedimnt este pt111e ri{htarot-esp. 1 file srp npln prtedtc cop Irarita{ wlS1 eMteloasl eterts w eve-
Toraredlelw,berydrtlpeYptwreehareNaeheoYrdwlb? ~ felrli tbl/id owr chrleep,a?wntllra4.rltgrxaryittko..iRpref.uallllMlr AMpi,lw pat: d~tteas /sense/ sad repair and/or eUsewt el aeX awsarn.wed d'rrq sadisat. All es/laent spilled, droppel, reehel er troekad Dote pelltt
ettttety 11 Iaits detlpteltedtnry ~ brotelletdeeerlbr• xeL tilMte Z et r<rw lei/ tilt bl' adt, dr rljooer tips eberY M - bb114011ta pop r){hterf•wy meet M rseevad lwadtetelp. '
oerMpptd 3 debt ed su11e1 rplber, Irl ttdP of srlbq st+orY sYe M • ~ UWI Spreader not tosCalo
tupW down Ibt arwr, ttry t h. a ter eYe111 Ile er WM o114YtS fellei end febrk t• i SEEDING SCBEDDLE.
Ste 2 ur, ~ww ~ u"" " ~ p tteplii 1' Apirt to paoA d, TopL,Ittatllpl,elrtweahleelebr11tte/otlrtwleLOwt1»Ile RiM1 lilted Gunnels \ fsMk M hp wire • • ) ~ 4 1
i' x I trench, I tel d lr ptetiar rN A iethtt, es uowi Y Pipile OaU~ trl tMN1 etely ~ For TM folNigiellCe Of StonMttAr IeeNWId end a 1D' i dtwnlon yM~.. T~bn Shoulders, Side Ditches. Slopaa (Max 3t1)
uieabpilaitleerwr~ertleL elslricud. e
. ~ Fibrk DIM eAd lot tM hallieeNa tinoi/ owr ~ M1i111tN1Y101 llgsetstislellbos ,selebtrtsllnwsleelookterefleAStbtlr, . t~l+r ~ ~ r [f ; i ~ ~ ; a y' T~° Planting Rate /i•t ~r'~ y'9y} v :w.• y.. Aug 15-Nov 1 Tall Peiictle - 110 lbs. i ~ ~ w /acre
~a e: Wra tt4ele rieiee it ebexYel, R1Mh ilrliwl re11IL r ; 8, ,•r A•• tbv 1-Nits 1 Tall Pascua 8• '+i.~ a?r ' ~ ri`r i• : Abrus 110 lbs./acre ' ,,y,.r~•-~. , « e+ ~ ' / ~ v Slebili:ed si Aye
wrbet meers, ie Iere1, rI rieY etrek Oldiso ' ~ rlPt ati N skew l irpelMes ttWl wpleliex Y Rl.lp tahllrrl. / lr I• & 1 SI+"' + / +"+y. y.• y al Mar 1-A r 15.. fall F i5 lbs./scra t Stable - a~' • r"• / yr' 120 lbs./acre
undisturbed S",.,,1,Mi ~.Il• ll+, .•iy Apr 15:JUh 30 Bulled Common Herm»dagrass ` 17 lbs./acre
d , We ~ ~ • ` • I 5P oulkt M'r ~ ~-~L y~'' r Jul 1 Auq 15 Tall Fesew.and IMr~ . MTV' „ ~ a i•A' A a... 1 A`• tiy,y Y rrrarowrttop Millet 60 lbs./acre ~ ~ o. ,b. ,I.,u ~ t„~\ ~+r M. rrror Sor 35 lbs./acre
rir w * y- i' I,., y, r,. aJ ,r y 11 - 9hum-Sudan Hybrids 30 lbs./acre
~ 4etrel teaetwg r:;;::~ u w w L J.'.I,.. y, Slopes (3.1 to 2:1)
. ' ~ t• 1" ~ ~ b` Mar 1-Qtme 1 Saricea Les to s pads (carilied) 50 lbs./acre
Rip- Energy Oisstptkr Eplom O} bi R+p ~ M-S1y1~ I~titRliy with Stone C/IItIr Oriitl . •r ~ ~h ~ fyw aa,lava,p„rdrret}tdrdYpn.aw wu.w aatiwrsreevsaar strl,
Far ik?swkr atlet Protectiow ~ ~ ' ISM~N ~ Motor htrol j ~ Iri1 ~ tn~ _ t, . ~ (Mar 1-Ups< 15) Add Tali rucue 60 lbs.%acre fMu 1 rTm 30) Or Add WNping Lovegrasa 5 lbs./acre
Cne,-Toe{rsetor um 6a206etdiedi.atbnchmidtlwYNoide (Mar 1=Jun 30) Or Add Bulled Comron Bermudagrass 8 lbs./acre
etmodAOwiiiiair~omehtastlpltrltelmdstpiesdea7MpledlAa _ • Jun 1-Sep 1 r•+1a11 rescue and 60 lbs./acre btasd°dr,uM6e0*. r•eBtowntop Millet 35 lbs./acre
lhltuoidil ado A - A reapY Bybridt 30 lbs./acre ~Rt~••CatkxlMpa~mO'imm6edtogmoniknsYVsad Sep 1-Mu 1 Beside, LN
atwpdtovadakeplafumtpnuitrftMSetUeiaenaselee•emismt Phu (milwlled-untcarified) 701bs./acre
Typiul Riprip GleMel ~ ' ~~deer{Iwewdq,rptw~mnaotbeebslls.wprleer . -Mar 1 and Tmll•reacw S0 lbs./acre • 1 1 Add Rbrussi Rye ZS lbs./acre
USE 6E0-TEXTLE FABRIC UNCERLtER Odlt ens-T1e aelet dnpml ma ar ie pmly smw~ w
N • Pltn ~ , ~a~'~am'shm"'I0p'dl~' Caotult oonscrwtiou or Soil ooncerva ~r tion Service !or additional in-
tb/mrel~taMslmaa ionation oonarni[tg other alternatives for ngetation o! denuded areas. The above vegetation ratty are UwN tthich do well under local cot?ditionsl other seeding
- 4 ilter Laker _ DI RS 8 M H- t°ronelnEdiDtl t. Tie
d Noks TEMPDRARY DIVERSION BERMI~L7~H ~S~hleathlm~d/SeYteerSgiWtteertM rate combinations era possible. Pbr' a quality furl, double or triple rates. p~+~ ~ ~ ~M 4lsesmaniesslhea/shssr~'TM~ rrrTem rar -Reseed aeoordin to o timum
tection A-A 1. Apron 11n1ne nyr be A MACHINE COMMOTION Of ALL fILL Is REQUIRED. DIYERSNNIa rIFFIENT TO ONIECT ALL ~ 11 ~f1 ~~RE eyt sSimsaeewslretlalieaim~?WYMtn.[i g P season for desired perautnant vegetation. ~ p ~ +~f~h•r1~~+lht~tttrtL{trehtF ~ Do not allow temporary cover to grow over 12" in height before tawinq, othexniae
r A OIIILMT LONTR CUL-0I Pipe otter TO iltt Ara iKePr'roitel rtpry, IEDIYENT•LADEN lTORMWATER IIITO >E DL eevleE MusT !E waTALLEo SET eN4-ICE ! ~ fescue may be shaded out. . SAC DESIGN ~1t1lTtFKKS AIAY ~ Ee?oR 1 ~wmwb+is{rtrlYtmelRr.ewl.~Wtgef..teee[
Y1tA ND Def111ed Gltnnel ~ aecTtq. ?RIOR TO CLEARING a iRlliilNeOF THE A1IEAIOe b CON~TtON WITN TIrO/ENATNNI teO'IEslllTiR~ICA N SEDIMENT CONTROLS i pV[IIIIONS ARt NIiTALLEO AS EACR~ITICAL POLAR M etAgltOl. giIR RRs'IRA{p MAY EE w~l 1. rlarasmreheMgl~rwemtYeelMetB
2. 4 is tk length of ~ ~ 12 ~ ~ I tM riprtp apron, ? gVERlION9 BNOULO q LOOATEO TO IMNM E OAYME! aY CONiTRUCTION OPelY1TI0Mi. ~E C+I
a OIVERlIONS 9NOUL0 et ltEDtO D YUt~C11ED IF THEY ME TO REMAaI IN PLACE OYq i0 OAYi. • L CHECK DEVICE APTq EACH RAIN, eUT ONCE A W[iN eEOARDLEfi. REPAIR A! NLKiMRY. A CosNnta a 1N 1{Wrt stdat ham dm diaaht atoll r IIsM smeaMy r M edrmll~i d M sPssdw.
d r
A 3. / ¦ 1. S ttos the ~ t0 t:' t r trttw «er« to iltet ,iw', nrN'
A oylllow still 1leeekr 1,8 w'e"' :ili? re. It'rr 6 Gravel BeddiDy rir«.rttr.l ••!r bit air less thin 6
_ iNChos. tiliwi• . awreem Ptu 4. Dieensions tnd •
specifiutions rust Paraboll Wterw etith Stone Gen r -0ITCN• t Seedbed rremsration
Piers be dekrNined by C'~d Y 4 Drain eppr+opriek elgineeriu~ (SAaped by tulidoter) 1.) Chisel cocpacted ueN sad
dlslyn e>ethod. NOTEi~ POSITIVE ORAOL IIUlT EE PROVRiEO TO AEN~[ ORAINAOE. IF itAPL OICEEpi E~6, iEEO 1 soil oomditiotts, it ava spread b~soll 3 ~P over adverse i ilable. i
4 a MULCN OlVggil. TRY NOT TO EKCEEO eXt INKiN VELOCITIq eleIILT1. FIAI0YUI1 Out ¦ S ACRE! WITHOUT lUMORTNN CALCB.. MYEMIONi AT THE TD? M iLOPEi ~ EIMTY I t I') ~P the entire use to 6 inchN de th.
ItTOAN APPROVED lLOPt MANI. IERM/plpl E MOiT COMIIO~Y INEO. ~ SO' TAPER P i lRE0UN1E0 FOR W 6F!{ TISM ~ i 3.) Remove all leocs molt, roob~ ~ Ottur obstructions 1NVi
d section A-A ~ MOTE: To to Used MIA 61olssiw Stonwt~r Y01et:itles M1111t i !I~ reasonably ssnotb and uniform. rt9 surface
f+ Pipe atlet To Neil-Defined Chtnael Ye9etatlYe Lh11N. ~ ~ . M ~ ~ 4.) Apply agricultural
Si:e of StaRI Mlt 4 Oetenieed ty ANropriite Desitlt Moelw+e. • _y~M lice, fertilizer sad i t mix with toil (sty Delowr). ~ ~o~~ uniformly and i MlO,~
111E OUTLET CQNDITIONS ~ 1 totROn wwt welat•Nret . t I . ~ ~V 5.). Confines til e
.i sNdbsd 1 gc until a veil-pulverised, firm, reasonably uniform . it Prepared ~ to 6 inches deep,
ORIYE STEEL POfII~ iROUND• 'ATTACH HIRE FENCE TO iOtTS AIO r ? ~ 6.) Seed oa a fr:Nhly
nr«uw e~wlN?~uJr ~ EXCAVATE A 6 X UPNlLL EXTEND THE IOTTOM Of THE 6r I ~p~ THE LINE OF M000 POSTti INTO THE EXCAVATED TREIGI~E 1 i dIi11Ni ~ P~atcd seedbed and Dover sNd lightly with i egmipmeat or cultipadt aitsr sscdimq.
rrtwea IN DIAMETER MAY • i 7.) Muloh ~diately alter
ni • twettrrMtw t i sMdimg aed anchor mulch. i
rt•-------- - ' ~ 't • fea tttrartrtrttttrltetatrtrurartl ,r.. i F~ 4 •S.) inspect all seeded areas' • within the plantin ~ nke aroetsary repairs or rueadinga
-----------rtr- 51 ~t'rutteeor ttrn , §0 ~ g ? 11i pomsihy. 'I! stand should 60~ ~sd, rMSttblish be Owr
ti tr-eu 1NUI. # r.a r ~ RECOMI~DED RQAD CONNECTION sat,a. lam! Original lies, t.rtilisu and i seediaa
wt ' i New tt~Iti6111RL oR tT~toeNrut. • ~ ~ Consult Ootwrvetion
rttrw ~trl~ « 1lMlttT tOlLLtitt- • • atw tuw •rt trt ura n mere tECTgN TNRU BASW a FILTER MO !GALE ,.1., OLLEC'Ii~ ti0iA0. NItJ t~11N 811~CTE MUNTAINEO after ~~0~ on ~teAt"~ treatmattt sad lertiliution LU" ~p peemtNnt cows is Ntabliahsd.
GRAVEL 8 RIP-RAP FILTER BASIN DETAIL . • ~ RoR IdOYHtM1. ~dttodS M us
• i sTOP Op101TION L 60' may: a Lpplys Agricultural LlmeatDa 2 tooslacre (3 tons/acre in clay soils)
t n'«e~ USE 6EQTEXTILE FABRIC UNDERLINER 6' • , 6r . yr; • rertiliser - 1,000 lM./acre - lO- . S~~~t. - laic
S P .q. t 500'lbe./use 20X' aitatlyttis Mulch - 2 toes/aese • email safe a
A fILTEA F Te THE MIRE THE TRENCH AND COMPACT - 0l~Ei I FENCE EXTEND M ~ THE TIE•SOIL FIRMLY TO ANCNDR THE ~r ~(P.Q~,~ Anchor -Asphalt ttitlsloa 6 trax t? 300 gals,/acre
• r. FAIRIC INTO THE TtI~M. IOTTOM OF THE SILT FENCE SO TINT • r•.nttwr \t ~ ~ RINXIFf iS FORCED TO 60 THROU6N THE
. , , , . ~ e~ rw _ ~ FENCE AND CANNOT 60 UNDER I T. - G R CT
. ' try
~Iltt TEMPORARY GRIWEL CONSTRUCTION tSITRANCE
l \ Raw. ~I a NCOOT~ S erg ST INASNED STONE SHALL ~ IIML FRO TO NE S0~ L a IO~b a i' D AT A MMNNUM.
t' ~ ' . ' b. TURNING RAgOi SUffICIENT TO ROtM10S~S LMSE TRUCKS 1910 K IMSYIIE0.
SECTION TNRU BERM a FILTER ?ERSPECTIVE YEW MO KALE NO iCALt e. ENTRANCEp) SIgULD 6E LOCATED 701N0YtK F08 MAMIYUM UTILITY S7<RLL CONSTRUCTION VEHICLES. .
a MUST N MAINTAINED IN A CONOITNIM ¦aCM RL FAEVENT TRACKIMaM MSSCT ROW Of MUD 81~ ~a ~ • m
~ ONTO STREETS. FEIUODIC TOPDRE~ Q1MlIIIIIE wILL BE NECESIM~ Sl~SOYE HAlIOY. 1~
- _ RtF' a ANY MATERIAL wwcH STILL NAMES rt veto 1'IS3 BoAD Muar of aEANn tlF~~, MVEMENT WI OTN 3NGUl.CER wIOTH ~
SECTI ~ SI' r / h . Paeb~ mR.
NOiE: lotto of filter febrte orsf k
HEIGHT: Plea/ 1n trench end seolleel ?y eL~E A! REd0. I' • ~ MAX. STEEL letlsi NtMr becktiiHRl tdth sN1 AI b?~ / 14' or t16
50' RIp1 ff wl1Y ~ oytirtil end ttapilg K 4 piecir I •j. NIKE I~t dN MIRE" eAnhol stone to t hellht M i' • ~ ~ . y t •
MIN, iliw around lew1. ~yM, ~t{Qp~, A" Ml~lmw a Of 9
8' 20' PAYEiIJJIT 6' 6' ~ f 1 LTER ~K LEYp. Yi I SNOIADEN f101ADfl1 !SIGN ~ ROLLINe 2+ I I / FT
• BOTTOM M 1~ DICE AND NNLY t-th a I• Fr. 1 ~ ~ ?lltit 11~IC WRIED ; NCOOT /Sor /S7 weeW Sttae ~ ~ 0 ~S
~r ' ~ ~ E~IED TRENCH.
tACal RESQEIIIIAL r • ~ e~i yr tii•L NtT DRIVEN 18 INTO IIIINO FI6~RE'7 • .
r .rs ~ [SILT FENZI $YMM7ICAL `.pll; DE:SAC NO CURB NOTESs A??U6A~LE AT A /Ow1~ N64IKSS UNTIL SITL 1AEOUENT CHECKS S1F THE VICE = ~IM,E MM Be 8. SIIOULIR SERTION
6..~bU1TER .w.a~ r&Nee 1111111Vso& rowmOMPwwwSn t& aa. wu a ?w.Ww -
DRIVEWAY TURNOUT GRADES
CAWTHORNE, MOSS & PANCIERA, P.C. REgSTERED LAND SURVEYORS, 239 EAST OWEN AVE.. P.O. BOX 1253, WAKE FORES FOREST, 275879 [phone]

NOTES
1) ALL NEW ROADS WILL BE BUILT TO
N.C. D.O.T. SPECIFICATIONS AND
DESIGNATED AS PUBLIC.
II
;
IMPERVIOUS SURFACE TABLE
TOTAL SITE AREA PHASE 1 AND 2) Q
= 2,200,925 S.F. 50.526 AC. 3 SI TE
2) ALL LOTS WILL HAVE INDIVIDUAL PROPOSED ROAD IMPERVIOUS — 59,221 S.F. I o y Ro
PROPOSED LOT IMPERVIOUS — 168,000 S.F. I = PRE°o
WELLS AND INDIVIDUAL SEPTIC
I ADOPTED FROM P.B. 25, PG. 129 a
TANKS. 1 (4000 S.F. PER LOT) I
3 ALL LOT AREAS ARE GREATER THAN TOTAL PROPOSED IMPERVIOUS = 10.32 I �y�
�';% I /Ao
OR EQUAL TO 40,000 SQUARE FEET.
4 THE HOMES ON LOTS 36 & 42, MUST FACE / -% I
YEARGIN CIRCLE. _.
5 THE HOME ON LOT 1 MUST FACE BROOKSDALE DRIVE. / / ;';. ` ``__- I MINIMUM BUILDING SETBACKS
/ I NOTE: �'�-
p� Off- '', '` / - I THIS PROPERTY MAY BE SUBJECT TO FRONT 50' \'•t y
6) ALL TAR-PAMLICO BUFFERS MUST REMAIN UNDISTURBED. /6ti _/ _- ----- _ .
TAR-PAMLICO RIVER RIPARIAN BUFFER RULES. REARS
, r•� , 11 • CALL N.C. DIVISION OF WATER QUALITY TO
/ / . o '` 1 \ ,,_ _ ( -%\ I 'VERIFY (919-571-4700). SIDE 15 '• - -
JOY, \ • ` ` ,'.1\ , ,
X60/ -- ' '�VI`C f'�l I TY M A P
,•` i .
N/F
RALPH Cdo / / / ; %\ ,QC� ` '•1 , •♦•- - .i'/ , i \ \ \% , /''
1.
AE
D.B. 660. PG. 297 . ` :--.---- 1 - \
P.B. 16. PG. 113 / /' .\ •,\ IA/F , \ ,, ,` \ / __ .O'`\', \ _-I ,- ' \ ` ' '- \ \ •\ ,
PIN / 1837-18-9113 '\ / q I _ _ _
' 9LACKLEY, L GEND:
/ �' - - _ D.B 144'•PG. 372 ; '\ , I " -fr, . '\ \' . '' N//F,,' ." / ---- ', ,$Z \
j i / PIN .283`l -Ys -0333 '` %\ I ; . �N, .� ''; I - - _ - CENTURA BANK r .' ` EIP • EXISTING IRON PIPE
- - - - - - - - - - - - % '1. \ ` '. ''• ` ', i i - i ` : 1 _ _ EDITH, ADAMS U" I - / /� / ` -
-------------------------- r --�- — - ; 1 1 j %�' 1 I-, , _ _ PK - EXISTING PK NAIL
/, ./ _�' _ _ i , , , ; I �, - i� D.B. 825. P�,: 785- % i _ NEVV.IRON PIPE SET,.
N/F / - - - _ _ _ _ : \ •. 1 ' ; '\ i I : " \ - _, _ - P.B�_35. OG. 129 �' R/�W - RIGHT',QF WAY,-"
\ BRENDA KAY PEACE / _-....... - -T_ _ _ _ , , / -/ X N ;'% -
I / /' I \ 1 ;I ♦ , ;, /- . , i ' '- ' F?IN 81 38-21 1 7 481 ,' ,'`
\ I D.B. 712. PG. 426 / / E' /• -7' ,"_ _ �. �- - _ / . ` ' .If i �i � ` ,' ` _ < , ','' ` l / /
/ / j - _ - - 1 ; i 1 / '' \ j --- �' - i . .,, fib tY ELECTRIC BOX CABLE 'TV Ok
N/F PIN / 1837-28-2311 % I (..- _ I _ - -- _ /' . '\ j , I' '1' 1 i f \ •.''t \ •. _ ` '' /'
\ CHRYSTAL DAWN I / / �' ,• I ,.• I r r ''=. - 't' T - - _' . , :11 1 1 `, `\ - - '1' ' '.. _. i /'--------•--- % ,' _ _ ,' :TSL•, -',TELEPHONE PEDESTAL
\ ENGLEBRIGHT / /� I I I + •� 1 '- - - /1 -j ',\ -1- _: ' ' 4 •' • \'''% - -- --- �•• '� 'I / '`
1 x i .4 I..J--t' _ I Y _l• _ _ _ T -� _ �,' �• i ',-•, - :i - - --,:,::-_-_n,-- - - ! - - - PR, P
864, PG. 928 / I - I 1 I - - - _
1-^ _c;l \i :i' 4l32'� ' CJHL'•. OOVER _Ff�6ELIN
\ D.B.PIN # 1837-28-3115 I / / /, � 11 " 1 'I' I •1 I I I lr" F I :_ , • ' T ` ' ' •• '•' - \ % ' % '� - '�• ` , 'QVE E D E
.I----1'� I I - I ! I ; r ' !. /\ y'_, ' {Y, , K - - N 02'67 57 - : -- •, /
yp, - G POLE.
\ / / i / J - I I I I .I I j. I I I I I I :t I; ` `- `;�x .XK ,,,K '1^f �,:` / /7w-Yir,A y ' — /. - - _ .` ''. V�NvI '� W)f%ER METER
/ ,,/�'""% 4- f - - I I I _1••i' i 1>' / �t)';r - -r' 1', 111kp1 to. ' i i - `\' ''�''�W\% .- �NATEI'•VALVE
\ I / / / , / - I I I I 1 I I - I I I { I .r �' , > .K i�'/ < /' ` - ' / •/ '�/ � � �' 110 01' - / - `
/" r - j' I I ,r-- - 1 I I r .ti ) ../ f ,,, �7 - _ 97' 10------ ,6f3.-�'�Wt'R c�E'1`;N-6ur'
\ / / i' / � 1 •I 3 4 `I I -I I I ), 1 1 x ' . / \['.<>' =�� � >j' , ' /,- , , -/ -1/' r- -r - - 447.32', .1-..._. 4'
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\ / / C/ /• *y 'i I �1 I•' - - a I I I' _ 17 8 I ' '� `�• < ''x ; itis /: / ,'' t \I ; I i ! I I 1 ;ll -
'' • ;!" �',;, ; , ; vo', , �, \
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N F \ / / / % I : I - _ - I �•' I - 1 I I \ ,/ . •_w _f<'/�`,'//. / /.,1 r : 1 1 i i I ^ � /�," 1 \
/ %.•' ; / 1 1 - _ I'' �-, I 1 ) .j I ,< A > _ i I', r , I I _ .1 , , • /,' / ,_i` jQ� \
STEVEN H & / /% , , /'%'- -: \ ' /'"/ / ;/ fi J, :=/ / / 1• I I I I t I I ' I % ;� 1. I''\ �, 1 1, '� / i��?.Y, 'S� ?v� ,i4 /; r%f�' , f 1 \ I / I 1 - ,1 l /t /j/ / ( 1, v ): \ 11,
SHARON K LAZARZ \ % w,i ,/ / / ' i \ f . , / /• i 2 �• �/! i i/' , , ♦f •- / , ''It 1 - j. _ '� •.l I I: I I �, ` I • \ •� �'v`,(v t /- /• i / r ( 1 • 1 , I ; • , / .1 1' '�' _ / ly .( y� < / /yyl ', 1 , 1 © '\
/ I'll .< / ",Y/ , jr / '7�, / •O : f.► ; ' ' .; ~r71 , r i ' �� . , 1 1' I- _ 1• '(' I r, 1 • , �; , ,<r ,J , ; I I I 1' ' �' S; w `,
D.B. 869. PG. 238 \\ / , / / , r , / , , / , / / , _-+-/ i / / i,` \ I' 1 I - 1 .'I' I • • I �.-4 ' • ,
/ / , / / J, - < / / i ', / / _/ i � , N /' --i•.. • I•'' ' \ \ '�.',�•/ , Y� /- �f/ f 1 ' ' I I ' -I , ' , i' / < 1
PIN 1837-27-3396 / `C /'v �\�7-i+.>_ %, / .T I I �__ ( J I I'•, t r. �' >, 1 I , '� I'• %' I, ' '' , I, 1 '',f'/ /' r:/1 I� N, A• i ` ! ; i 1
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/ / k / / i /j/ '-Y / / /,! / ; /� r '�I __I _•l_ r7�, I I E 1 1 t >� /� :l 1' I i f I r I O-' y < 1
�. „ '*// i ; ff /!/� %i/; �;i', ; ;,-i'7�I1..r �/ri /1\ •1 I .i' +. l I , ; 1 I, ''\ ,,, ,/1 .1 1• I I %r I / :� \ I. i W91115,177.sq.ft/�`���`bl',. t I
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HIGH POINT ELEV = 412.39 HIGH POINT STA = 13+68.54 SEED AND MULCH DESIGN DATA: ~ t~ouNO Da.2o.3s ac. OnStfUCtlOn I. The Inahmg dlauld he a Illuumcm M i h wi(k rahrxhng h inchrs mgr Ih DESIGN DATA: Do-zo.~e ac.
PVI STA = 14+50 DTO¦57.s2 cfs B.O' L~100.00' D10¦57.52 I;fs SpecillcaGons hP •1OI euMJ h lntlr+lkep In a.uud Ireldl ro Ik Inwer alge x W;xl edge dlauld hux agylel ynxrddy enl .od alal be anlrelY held ul pleee ehlh L~1DO.D0• closely aluad k,vy Ifuly wile slaples>t kaa I? mrllea Inllg
PVI ELEV = 416.25 1 sLaPE~3.75z SLpPE>•3.75% VIO.115.62 (pS ± Fasleedutdrc~prcaderYpukvelfttutifaams~rpdingrdvamru~etf.
A.O. _ -14.59 v1a1s.s2 tps JNER
K = ZO.56 INSTALL PLASTIC LINER I 1.01' 3.0' OR APPROVED EWAL 1AL 3 Cancan the kvrl spmdn m I.ndac urhd soil `nut m tilt).
I 300.00 VC LOW POINT ELEV =386.23 CLEAN WATER BY-PASS CHANNEL CONSTRUCTION SPECIFICATIONS FICATIDNS 0. Cmstrlrl a ~h usllsilim scum from Iht dircni[m tha:m:l lu blcn~ 1
LOW POINT STA = 18+33.34 SEED !t STABILIZE CLEAN WATER DIVERSION CHANNEL IMMEgAIELY UPON CONSTRUCTION OF CHANNEL. HIGH POINT ELEV = 401.54
PVI STA = 18+00 USE NAG 0350 LLlING FOR CHANNEL STABILIZATION. PVI ELEV = 376.85 HIGH POINT STA = 21+89.22 PVI = 21+75
o A.D. = 19.30 p - 407.00
+ N K = 20.73 A.D. = 14.69
r7 ~ I K = 20.43
400.00 VC I V1 W ~ HORIZONTAL SCALE 1"=50' 300.00' VC 111 _ 1 OI
> > 0] m VERTICAL SCALE
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SEAL PROFILE LEGEND
? ~ ? ~ L-3794 Q; ; ;y 0;'~j:
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1 pEdISEO /Z _p(, EXISTING GROUND LEFT
18+00 100' LF 0 48~ RCP WITH HEADWALL FINISHED GRADE CL TOP OF ASPHALT
INV IN = 365.501 INV OUT = 361.751
SLOPE = 3.75x
DATUM 35Q
N 00 Cl p
0! o ~M rM * N '4: Ol C4 cs 4r- 00 to 00t" X 00 C7im NM M M MM M~ MM MM MM 0) O 00) C! ~0) ~0 MM M M
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17+00 18+00 19+00 20+00 21+00 22+00 23+00 SHEET 2
16+00
AVE., P.O. BOX 1 WA F PROFESSIONAL 556-3148 (919) N.C., 275879 VA FOREST,
SURVEYORS, 239 A LAND
CAWTHORNE, MOSS & PANCIERA, P.C. T 0

WETLANDS
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~ 1 , . ~ ~ + RASS SWAL ~ \ Ell I G ~ SI C~ , ~ S OPE & p~P~~=0.5 ~ \
+ ~ \ ~ ~ + LQ 1`OE \ , ~ , ~ DRAINAGE GRASS`SW E ~ ~ ~
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I DRAINA E OFD P~ I 1 Q { ,TEMPORARX + + ~ ~ ~ ~ F ~ LIMJTS 0 ~ ~ ~
r ' ASEME T { + ~ , , ~ L ITS 0 SEDIMENT + \ ~ { ~ ~ISTURB'EQ AREA ~
+ SLbP~ ~ + \ FI ~ PIT 2 , ~ ~ I + ` ~ ~ ~ ~ \ \ \ `
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• , ~ ~ ' I , + 11 , I ~ , • ~ 1 1 ~ ~ , ~ ` FILL SLOPE ~ ~ .g0 cfs ~ ~ ~ \ ~ ~ FLOW 0 ,
' ' ~ ~ ~ 1 ~ , I WE ~ ~ =0.90 cfs ~ 13'=11.7x' ~ , WE~TL NDS~ ENGTH ,
~ R AD~R +1 { ~ I I LEVEL SR E 1 , ~ 1 ~ 1 ~ 1 ~ _ LENGTH-12 ' I ~ , ~
r { ~ I W 1jH = 0 ? { 1 ~ I I ENTR'ANCE~ ~ ~ 1 i I \ 1 1 1 ~ ' ~ DE TH=0.5 ~
~ ~ I I I ED IDT='3 ,1 I ~ ~ ~ / N WI ~ \ ~ , ~ ~ , I I FLgW 0.~8 Cf , I , ~ I I ~ ~ ~ ~ 1 ~ ~ . ~ , GRA S SWALE 1
~ ( ~ ~ I I ~ ~ ' ~ RIP-RAp ENER~ Y DISSIPATER, ~
~ LEN TH=Q.98 ifs b 3 =1 4 , , i I , ~ I ~ I I 1 , 1 ~ ~ 1
' ~ ~ NG H= 31 ~ ~ , ILE T ~ I , , , ~ ~ ~ LENGTH=30 WI jH=12 ~ ~ ~ ~ ~ ~ ~
' ~ ~ _ 'i I I I , ~ ~ IDEPT -0,5 I ~ 1 , I ~ ~ ~ 1 "MINIMUM THICKN'E~S ~ ~ ~ 5240
I ~ ' I I{ I 1 / RASS SW~LE , , 1 , I I I ~ 1 ' ~ NC OT CLASS I 13 Sn9NE ~ ~ R
v- ~ I ~ ~ ~ 11 ~ 1 ~ I I I
I I I ~ I / I I I ~ I{ ~ \ ~ ~ ~ ~ ~ , ~ ~ \ ~ ~ ~
I ~ I I I ~ I ~ / / ~ 1 t / , ~ ~ I I 1 I , ~ \ ~ \ ~ ~
/ / ~ I I ( I ~ I?
- ~ / ~ / I / I { I I{ 1 I { 1 I 1 i ~ I ~ { I 1
/ / / I I I 1 1 - 1 / / I - 1 \
I 1 I ? ,
~ ~ 1{ ~ ~ ~ ~ 1 ~ I I I / ~ II
7 ,
SHEET 3

1 DETAIL
~S SECTION
PAVEMENT
~v ~ ~Q

~
a~ _FRaPOSEO RoAO ~aAOE
,O ~ ~ ~
~
0,~~
EXISTING ' t^~
TOP ' ` OF BANK ,
` HEADWALL
HEADWALL PROPOSED ~ ULVERT
_ EXISTING EXISTING _ TOP OF BA EXISTIN ExiSTirvG GROUND~~ / /
NK
STREAM BED ~
_ \
- - RIP-RAP
ENERGYDISSAPITOR
100 ' - LF~3.75~
INVERT IN - - ~R'%GV ~ EA Ri
385.50' INVERT OUT
361.75' EXISTING
STREAM BED
PPROnON TE wAIER
ELEV ~ BOTigA STREAM
- DEP1
EXIS~
BOTT
BE B
FOR F R OEAiIC L4E I-
PASS P~SSORIED ~O~ALLOW - - -III i
-IIIIIIIII-III-IIIIIIIII-III-
~ ~-III ~ ~ ~ ~-1 -
~ ~ ~ ~ ~ ~-III-~ ~ ~ ~
~ ~ ~ ~ ~ ~ ~ ~=III-I i i
- i i .iTiI 11i
=s~~~AO~'~=:
_ ``a~~,
SHEET 4

~ _ \
\ v ~
Ary «1
ECK DAM • STONE CH
. tMerAU,ATIOtt a MET'11NG APq MATTNtG ~
' r oeerd ereeMA laeeil M iArAMM i easoaleeee stir 1101 ~ $(~1 PxKrKN ~d
AleAeicslror'iirrnclioR~MylwaNrl4r•s1MP~lo1«Opao- Iltle ~l 1tlxlld pRlrik Cara Oi Y IeelA ~ d re rMfaa Meal K Y * •
plel. MNeeriee i illwwl M Fiprt d,l/e. LOl1STRDCI'IDM S$QDI21C6
. I. Apply Dar, fMYieer eld eeM lehee 1eyiAa re ea a rN. M o«R.sww /,I 1. Obtain grading persdt.
wlillE is rsed, liar try M iASalpo.w Ire1F~ iANeNiA{ Ir IrI¦r A.rw. 6 (i nP Chrnlne! orb ooel opwyed oA earwrd. - 2. Install growl construction pad, temporary diversions, ~et STAIILIIED tOMSTAIKT1011 EMTAAMEE fencing, wdimwnt basins or other maKSUres as shown on
above ohm Ire q Basle) approved plan. Clear only as necessary to install these devices.
-with -r ~p ~ hetgfit 3. Cell Tor onsite inspection by Environmental Public 1tisM• Inspector and obtain Certificate of Caplianca.
e~-MeV 4. Be in clears and grubbing. Maintain devices as needed. So' ds. Pvg h rode dte.
• , IT u9 9 5. Install store sever (if shown) and Protect inlets with silt
- fencing, sedimrnt tsaps or other approved measure as shown ~ 4 on the plan. Begin wnetructinq building, etc.
_ ~ J I~w ~f BatHIfN for S~dllrnlnt Tnp~, Provtb a~ralrl+t~ treneteta 6. Stabilise site as areas era brought up to finish grade with
steam 11' MroD load , YII000 POiTIi AIE NOT Stitp ~ flow aeM ler?ce pat q Nat E~ ~ NDT tr/ettrg pond Mtwen scebUtsel Conecruc- - Paorila react eel Pubtto RtsAt- vegetation, paving, ditch linings, etc. eton me 7. Nhen construction is complete and all areas ors stabilised
ACCE/TAItEI CHA EL CkbS5ECT10N e!-W y completely, call for inspection by 6mirorneental Inspector.
r r r • ~ p~I~ PRgM 11e~ wM/111a~ N11Ie1MIr fMM/ NMti11Mlr~illi ~ 8. if site is approved, nmow temporary diversions, silt fencing, sediment basins, etc., and seed out or pave any
, 4Ne ~ N RIIOIb N may, ' T resulting base areas. Ali remaining permanent erosion
• i INtIIRtINR 1' wW opORY11 such as velocity dissipatora) should be Y Yrile Pubito control devices • rrtettns stlM-ol• installed now.
r In channels, roll oul Strips of netting Pu~naalcll ifN ~ , `f 1 p r IA~NMRINR 4¦ ?~KMlyIm4" pew/ weY 9. Mhen vegetation has become established, call for final site
direction of flow and over the proucbw 1. ; , 1 ' 2 • (INeealR ~ inspection by Envirorwntal Inspector. 1~• Ceeateeetlem Sses!licetloM 10. Obtain a Certificate of Completion.
~ ~ 8-l2 rip-rap f11NG.
~ t ne 1, Scone des - Uea NSIU e!u IN. 2 (2-1/i" to 1") or AASIRO lalaaetlea Nil, else No, 1 (!-1/i" p 1.112"). Use erwaed eteM. TO BE PROVIDED
!aw ° f D~' 2, Leaaeh - As elteettw, ?et see lm than 30. fNC, TEMPORARY GROUND CDVER IS 1. Thlebmeee -Met law tAes elaAe (1) lashes. ON ALL OISTURBEO AREAS 1MTHIN 15 DAYS
Andwr neviny m y a tl•irlch trench. WidM • INt law ebse /all' wl/tA et ell phu of lesrae or ea[eee. AFTER ANY PHASE OF GRADING HAS BEEN COYPLETEO. S, Nwbiq - MMs Meeeeeq, t~AeeU shell be eleeael to rwwe eedleent
~ VIEwS 18' ~ . ~ I LOOKING Prior to eat[eeee eau as?lle rlaht-efwaY..~IMai ssebtq is rgaired,
overlap ,Ion atripa isy eltoAlll~. pl f piJiNfWRu u obeli N Ieee ee es a[ee stdilired vlth o;waM eteae chid /rdee ieu w aPPrevel u1lmeet trq er eedteeet ?Mle.. All eedtmeee shell
a ~ Dora rot va or. a ro~+r1 and oatlepONIB. - - Flllll¦e,teoMNrrNioo Riw ; . h . ~-(P f lioO wire Guard b rrweaced erw eater/eK u7 sun dnia, /led, K wte[ewr.e threush use et eeM ?ye, arewl, ?oerde ei etMr aprw.ei.eechede•
~ rr of IM ereeaa a W esiee of wire 1 SMII LyinE re art Ror Klp sMN a pau wHh Mnglla Dri~e• AMw eeulll orb ~b'a W cell IY>lYleGtaYllr••elS f, N intea+mre - Tpe Mtraea dell M ednedeel 6e a eeMllty! ~kh wfll r~ewac ereektq er tlwdei el sellaeae oats pu 1!a rliate
•a~' (NECK DAM f^FcL~ECTK~V 1 Thle err [pu![e Pe[lelta u1 haulms vljh Mdltiael steee w sea- d(tieee /Bead Md rqs![ seller eleeseot el enr eredelwedia p11ie
• falrb baled awr ToeeanreaN,wryreepaspeadieeaelalalreteeYesMaii~ ~ hMitOnW pp: [ eedleenc. All eMimot glllsl, heP?ed, vwhed K runt.-efwer cwt N sesseM Iserltetdr.
da dNSa eaa vill ed~ rll ury GReb rs irw ie Fiaw i, l/a ls+Ir lM
Irlewrl4 laortlrlopolMlwu!'IArar/YeyI1n11w FiOrltorlW pall Krl. tYMw T w eN o fell eIN Yf vide, re Eynet eyes e1SrY M . - levaSptNdir(tlottoscale) • S, SBEDIHG SCHED(A.B,
overllpped 1 iAelee cal Nglel Npaler. ieel Ndp d awilla r111111r M ~ fence IfNI falrM i' oupiN 10.11 W aewr, «ary S L a eM eMeerl W eel sllea MpglsN ! ~ lotted b tr/rtcA ~ ~ , ~`1,''w,`..
$tep 2 Ua Itlples 1' Apart a attach ~ tabrk a hop win 6' x 8' tremh, ~ Shoulders, Side Ditches, Slopes (Max. 3:1) I Vsgsleled ti* r~!„L':::"TrenNMon
L To' ~ Islo ererrdMNldaaroeldwexrxLOwllepre R1p-t'ap Li111ad CAaIN111s p,a +aM. ' bGeklllad IRI ~ 11' . d1eMNsn ~ ~ i ltl r! v` ~ Y, 1o0greds-
oAd d IM pawi0es ale tl taro,. irwe ~ Firw t1eA, eel Nepe e1rly ~ For The Conveyanu of Stprwrat/r aRIpaGN1. G Ilierlµ' reeadNreW. i ~ ~ ~ A•r~•+' "M++J. H I Dl1TB ~ planting Rate s ~ •~e~,1-}w !t y`',»~ y ~e ej,,. 15-Nov 1 Tall Fescue / ~J 120 lbs. acre
~w flbflC cut Ind bf9e0 OvN NN' dl/ IlOrit0rlul lens pon. /ry ~'.i+ .w r i„'" i.r y• Ibv 1-Mar 1 Tall Fescue - . .,~,-.•A, ~ s• r••• ~ 120 iba./acre
eBNelllee ,ellldsrRirwlrrelwlttrieRielelb ' . . MoIITU11w10f LtgGt6 pelieiesw 81 ~ A.••? ~ r'' ~ ~ SlabiU:ed ~ a Abrussi RYe 25 lbs./acre y) +~ie. rt,.J• e.A• w y.. lr „w• Slo Mar 1-Apr 15.. Tall hscue 120 lbs./acre
Itlert erin Y etsrwd, drtlelsl oldrlL N i ~sleeNYa, r Wra. Rlw 1~ re NeeM, eM aileW eNdd?CaeYeee N or0e1~ Rps+r aspr plc, t: a~ } , r. ~ „x Apr 15-Juri 30 Hulled Conran Seraudagraas 12 lbs./acre I ~ SIebN + w w .le• y rr ••I' y Jul I -Au 15 Tall hscw •and
eArlt Y errMrla. _ . ~ ~a ~r . ~ undiYurbed ,.41w. ` 1,, r d, y\/ L ~ y + g _ 60 lbs./acre W osMsl M~d,~i 4 a,. A r"k ` ~".1w Y eirotmtop i4illet 35 lbs./acre
d ~ ~ i ' , ~ a• 1..~ ` r.~ *"*or Sorghum-Sudan Hybrids 30 lbs. acre
1 to 12 - ~•f yd y~L, a•• V, ed, ~ \ - r». k' ,V..~ ~ ~ ~ L wiL+ e` 4c Slopes (3:1 to 1 rl)
~ 4 • r, ,1» 4 y. a e, ra I. ~
~r'Irel MOliiy . ;:~i:; 1 r•M ~ ek ~ Mar 1-June 1 Betide Lespedesa (scarilied) 50 lbs./acre ••(}k r V , iiiiMliw o
8otam of IN1ifN tr...ewe.wiN,ewre.v~eaea»newwt..e..w.urars.s.wer,~,. (Nsr 1-11pr 15) Add Tall Feacue~ 60 lbs.%acra
Ever Dissi for E-Sfalpad Nlteriegl Nitl Store CaRhr Dra1R • "y' in 1rlrlat and tnnel~ R1p-Rep Apron aY f+e let Proration (Shaped by INter htrot) • fiBM tedM pg ~ a,~up• s. For Stonwter Dut - (Mar l~Tun 30) Or Add Wsepinq Lovegrass 5 lbs./acre
Gnd~-1fsp6afeeYr2Dhmatbliwrbndrnndd,aiY{~edde IMar 1=Jun 30) Os 1bd Hulled Gemmel Berwdagrass B lbs./acre esasmissseWeiemoleemei/slerYwlmmeepetla.Tkpeleefine • Jun 1-Sep 1 ""Tall Fescue and 60 lbs./acre
- pemdm~si11e0i. fe4rowutop Millet 35 lbs./acre tebr Sorghum-SUdaa Hybrids 30 lbs./acre
Trapetoidll Srss6r+.Osrmaislnsll~asarmMiaTnssitonnhegMnl Sep 1-Mar 1 Beside Lespedesa (annulled-unacarified) 70 lbs./sere emsg:iasrMM~efAasNatiaf[rMMrirMe:arios•n~elrr ~ and Tali•Pescue S0 lbs./acre
~o A A , mYdlbs~i~~msrsiy,r/nmswisaldlsevgarian ,
Typ1u1 Riprap Channel beesmssesliieL (Yor 1-Mar ll Add Abruzzi Rye 25 lbs./acre
USE 6E0-TEXTILE FABRIC UNDERLINER 0i OsY asst-1k Dale /i*srl sham M gas msoa6 rd ' .i+gwd.fihsmsxMn.dipatMM. Oalsnlt Cotwrvetion Engineer or Soil Conservation Service !os additional in-
' M VigMmeNrrmhMerae• fonation oonarnily other alternatives for vegetation of denuded arcs. The show
P1en vegetation rata are those which do well under local conditional other seeding w. rate caabinations are possible. Fan' a lawn quality furl, double or triple rates.
' RM I ar layer - Y _ COtISGUCGOfI 11YsralYa~IMhlesiYimwaf/Rrli~NSigiltlresrie r• •
I---- la ~MPORARY DIVE_RStE>!l YEl;c~IDITCH asllsiMAlrM ieerlmisesNwbYssee~.tim*eT ,t'>pA(titkSltlOtli ~ etP ~ ra -Reseed according to optimum aeaaon !or desired permanent vegetation. edrs1es11MgiwweeiyeMedeslM ~ WY{IemeeM Do not allow temporary cover to grow over 12" in height before mowing, otherwise
Notes - cr ALL elsmyepeMieeerdmryeimegYs~leemli Ms? faces • ~L_~ c.e. 1'~y?~~ may be shaded out.
. a NACNNIE COrMAGTgN OF ALL fl<• REQUIRED. D11N:RSION! SUFFIENT TO OMNxT ALL O Satioa A-A 1. Apron lining RW be SEDIMENT•LAiNGI eTORMWATER IN 'A SEDIMENT CONTROL DEVICL IRIST eE NISTALLEO aTALLEO i irresieib~eslrMpYMnIMrsY~eredsadewwimlE MNIRATION MKl~ h@ A7~ ¦ IR a ,
Pi a Flat AreA rfprAp, 9routN rtppp, PRIOR TO CLEARING ~ DIYENRSKNItMt rISTr~LLEO Ai EACNCCRITICAL POINT q REACNEDI. pe Outl t Ta t or uacnte. I ~ !f SEDIMENTCONTROLaa IREACNEDJ. MGHtNOIAAr~~~ l(yswt{/rlnslrptslnwssillsl/sslplMAq.
MitA No Oeflacd.ChAnnel 0. DIVERSKONS SNOULO IE LOCATED TO rNNlli~ OAYAa[i IY CONSTRUCTION GKRATNNIS. 2. 4 is the leagtA Of MTIONa. ~ 01' Em io Data. l Cssessm a 20.11 smmeli~ emM~ ism h rteeioe dr:rel a Yaee
a DIVERSIONS SNOULD S[ SEEDED a MUIpIEd (PINEY ARE TO REWIN NI PLACE 011[R a0 OAYa. the riprep eproa, sregt RpMOLESR REMIII AI NECEMMK 6 CNECK DEVICE AfTEII EACH GAIN, SUT ONCE A xMemK wM~rriseilVtwaa*ietise{msitr.
. d ¦ ~ IaU InMe r 1M fel NIM 1 1012 IY .e"' w.. ~ ~ ,
d ~ 1.5 tiaef tlr IINM, .P' Y1. (rel. A A 3. ~ ff aexialr stove dieReter 6r'awl MddiRq
but (lot Less tfsea 6 wlsieri• to n?L . IRefles. . Seedbed Preparation
4. Dleensions And •IERY• ~k e ~ ~ 1.) Chisel cted camps areas and spread topsoil 3 inches deep over adverse
spaifiutioas cost hnMlic-SMapld Nlttrrlq? d1tA Stone Center OraiR ' i coil conditioru, it available. •
Plea bf debniRed by (Slrped by IM110oleer) a eEla epproprlete ergllrerillR NOTES POpTIYE GRADE YINTKJRDV~ TO ASWIMtIRAelA/t. If SLOPt pICEEp 2'Ifr, deslga ettlKd. pa 2eJ6, iig0 ' I 2.1 >Rlp the entire area to 6 inches depth.
a MULCN DIVERIgN. TRY NOT TO OICEEO arjfl ASIM tRiL+OGTRa RpIR,TI. WWleMll Oul, 4 ~ . S ACRE! wlTlrlYT SUPIORTMr CALCS,. DIV611NOINAT TILE Tor a Slo?ES yEQ eIrTY MAKIYIMI OuL ~Ea ~Q OrTY i (I~Ml011~ IOi • {!M TNAM N~
' rITOAN APPROeEO aLOPE IRANL eteM/arcN I/ NeerelMMONUr trKD. 3.) inDve all loose rook, roots, and ether obstructions leaving satiate t ~ reasomsbly smooth and uniform.
1 sliNN! , i 1~M~lE
• 1 Itia MIti11t Saban A-A ~ NOTE: To M IMeI IMF! EXassiw StoFtwter Ile et ~ ptW 4•) ApP1Y agriwltural liens, lertiliser, and superphosphate uniforaly and • mix with soil (see below* .
reNpfgtiw Linings. . Pipe atlet To Matt-Defined Chanel Sire of Stage wst Be DltertiiR/d Iy ANralriGta aSi~R h"KNMn• ' 1 laao'~ i sroP->v
neAll• can eq.elasN•ee . i ~ 5•)• Continw tillage until swell-pulverised, lira, rasonably uniform •i seedbed is prepared 1 to 6 inches deep,
PIPE OUTLET CQNDITIONS I
~ ; 6.) Sad ) EXIS11Yi TOAD on a fiuhly prepared seedbed and cover seed lightly with seeding ? ~ equipment or cnltiptek alter seeding.
I, ~r DRIVE liiEEL P01g I ~ INTO eROMND ~ ~ATTACII MIRE FENCE TO FOSTS AMD r ..r-.u w la AND QCAtfATE A 6-X TRENCH IIPNILI , EX1El0 TIE iOTT011 Of TILE FENCE 6 i
nr w uw '~TM ¦Rl~q THE LiME OF POSTS. N00N POitTS INTO TIE gGYATED 1REMCN~ ) 7.) Much imadiately alter seeding and inchor gulch. i
,'nrlrlwrr IN NiAtN;TEII MAY BE USED. - - - - Tlr j/1~I11LMJIW41Ul11- , - - . . - - - . • ~ FlGURE 4 •e•) >~spect all seeded areti and sake necas
III i ~ lul0¦swsa¦s ry ~0~_~ - ll¦L ) within the planting season, if uible~'Ii spairs or rasaedinga po tend should bs over
1 rrwlnnKOrr.rawael.l¦r.wn .r~ 50~ sa dogged, iastabliah lollowing original lime, lertiliser and RECOMMENDED ROAD CONNECTION mmbinQ rates.
----------,tlw- 4' wuarln w?n ~ r . i ' NEW t~N0EN11AL ROAD. OR RF31DENiTAL
hr•ur 10 tidN IETNEEN u'wl, rK r POBTB i 9.) Osmwlt Conservation ".Otl•EC'IOtt ROAD • AND EIOSfll6 STATE tlNtNiAN~ ]hspeetor on sisintenance treatment and fertilisation _ at'tec permuunt cows L established.
ROAD • ~G RoR IdM11tMa auNIVISrn.IS
_ atw nwril~iu~rl el~vat n w °~mi°i 9ECTKMI TNAU MSIN fi FILTER M SCALE • UsC ie' AARIeN * Applyr Agricultural Limestone - 2 tone/acre 3 tans acre in cla• so'
GRAVEL 9 RIP-RAP FILTER BASIN DETAIL ' ! STOP CONDITION ( I f lls) ' Fettiliser - 1,000 lbs./acra - 10-10-10. '
~ U3E 6EaTEXTE.E FABRIC UNDERLNdER 6r D wu w Iruwr I Superphosphate - 500'1 be./gcre - 20X analysis lUld - 2 toga/acra -small grain strnr
6. , . TEP .q, . . Off' C~~ Aoohor - Asphalt Faulsion E 300 gals./acra
TO THE MiRE THE TRENCH AMD COMPACT fILTEA FAIRIC DESIGN (f0 fT. R+W~
r'~- FENCE IIITEND THE 60TTOM OF THE TNE•SOIL f1RMLY TO ANCHOR THE FAM1C lNTO THE TRENCH BOTTOM OF TIE IIIT FENCE SO THAT I~
i t' TO 60 THROUGH TILE ~t , RUNOFF IS FORCED 1~ r¦.~~ FENCE AND fAINNIT W UNDER IT, T G CON R
. • ~
, , ~S,r MI TEMPORARY AR~IEL CONSTRUCTION ENTRANCE
s11"~ ~ i o. NCDOTlP 8 N~iF Mt11ED STONE SMALL YE USED, PAO TO K SO' L r 20' W x 6" D AF A IMMMML
• ?r I . ' 0. TURNING RANW iINFICIENT TO ACCOYOOATE LAMGE TRACKS IS TO 0E PROVIOE0.
t. ENTRANC[(N fYiMLO aE LOCATED TO PROVIDE TOR YArIYUY UTILITY aY ALL COMf~MIi101 VEHICLE.. 1 m ~1~ a
SECTION THRU SERM a FILLER PERSPECIIYE YN7 MO SCALE ~ IralE d YUST aE YAMTaMMi Di A CONDITION mMICN WILL PREVENT TRACKING OR DIRECT PlgwOf YIN 6 ~ ~ p'0 8 ONTO STRELTI lwI0o1C TOPDREaaINe WITH STONE wILL K IKCEaaARY; KEEPS NEE .year
1 Rw, ? ANY YATEMIAL Till aTILI YAKEa IT ONTO THE ROAD YusT ME CLEANED UP A)JI(~, P~IVEMENT ~YI [f SFiOUIDER
, . wiorn iw• er tin / m
SE • . ',r°a/ i/4 /FT,
NOTE; IGttM of filter febrlc east N aLOPE Aa REd4 P s • a+~ / , or t16
IGHT' plea) 1R trsNldl old seared b 3;r ~ elder fMCliflling with soil a; t ay, 14 PER. RT. t
MAX, TEEL POSTS 1 ar fall I Of w11Y r OMSle1 Steve two i Mi htbef i• A-A t . • ~a
~ 'j IRE FENCE CHOG MIRE I Glen 1NGUR1 1ew1. i • MIN, T R FABRIC LNIIfL Elf I 6" Yhdmme e ~ I / FT.
g' 20' PAIII:JDIT 6' E 2 r I L E RfILLw Y I YCiO~t~aer/37WoeANatew S O ~
alor FENCE AND NLL1f l-VZ.I IOTTOM OF HIRE
FiLTER fABRiC IIIRIED s' ~ i ~ - br 1N EXCAVATED TRENCH, •
r F16HiiE T _ .
lDG1LIMSUOIMIL STEEL ?Off ORIYEM 18' INTO YOIMO
~wwrr t ~ SYwwM.F!RICAL ~DE-..SAC NO WRB NOTW M UMMA AT Ate~{{,, POINTS OF MINIESS & EORE33 UNTIL SITE 13 STASILIZICL ~T ' ~e ~ OF I= SCE AND TIM LT MAINTENANCE II K PROVIDED. ~ UR M=ON
*0"M ltiftft~/ M9MMTl& M YIMdI W Wll/l lK M. ¦M IV hrNrlw.
DRIVEWAY TURNOUT GRADES
[phone] Z53, WAKE FORESTo •p 275879
CAWTHORNE, MOSS & PANCIERA, P.C. REGISTERED LAND SURVEYORS, 239 EAST OWEN AVE.. P.O. BOX 12539 WA

PO 0 ~ ~ ~ ~
~ GP ~
TS E NO ~1 D 2 =
TAL SITE AREA PHASE 1 AND 2 TO SITE AC. 3 R°
1 ALL NEW ROADS WILL BE BUILT TO ' = 2 200 925 S.F. 50.52E 50.526 o
TIONS AND N.C. D.O.T. SPECIFICA ROAD IMPERVIOUS - 59,221 PROPOSED - 59 221 S. F. Rti° I I z P
DESIGNATED AS PUBLIC. ~ _ D LOT IMPERVIOUS 168,000 PROPOSE - 168, 000 S. F. 1 ADOPTED FROM P.B. 25, PG. 129
WILL HAVE INDIVIDUAL - 2) ALL LOTS ~ 4000 S,F, PER 1 S,F, PER LOT 9 I T~
WELLS AND INDIVIDUAL SEPTIC . - 1(
~ OSED IMPERVIOUS - • TOTAL PROP TANKS, OUS = 10.32 I o~, I ~r
ATER THAN 3 ALL LOT AREAS ARE GRE 1 '~o
• OR EQUAL TO 40,000 SQUARE FEET. ' ~ I
r MUST FACE / ~ - M UILDING SETBACKS ' MINIMU B
HOMES ON LOTS 36 & 42, 4 THE _ 't r- ~ ~ ~ ~ NOTE• ` I FRONT , 50' y _ THIS PROPERTY MAY BE SUBJECT TO I ~
YEARGIN CIRCLE. _ I _ TAR-PAMUCO RIVER RIPARIAN BUFFER RULES. REAR ,
SDALE DRIVE. / ~ / • 5 T E HOME ON LOT 1 MUST FACE BROOK o, H• , H ti o • ; • '''.CALL N.C. DIVISION OF WATER QUALITY TO SIDE 15 _ 1
_ MUST REMAIN UNDISTURBED. ~6 ~ ~ r• I 0 BUFFERS 6 ALL TAR PAML C ~ • 1 'VERIFY 919-571-4700). i ~ ( , 1
GH PROPERTY 278 , AMS THROU i ~ ~ • 7 TOTAL LENGTH OF STRE @, - '
- - 13 923 s ,ft, 0,320 i Qr , ,
NDS DELINATED . q p•, , ~ 8) TOTAL AREA OF WETLA • ,7
N/F ~ / i ,
RALPH C do - _ ~ ~ MAE BLAC L ~l~ ~ , •p i; _ I N~; ~ , '\,,EIP ~ EXISTING IRON PIPE
D.B. 660, PG. 297 j M/F q ' ' '0 P.B. 16, PG. 113 / 1 H.M. BGACKLE 'i ~ i ; 3+, i - 3', i 1 ~ ' ` ' CENTURA BANK TRUST ' ~ ~PK -'EXISTING PK NAIL
PIN 1837-18-9113 D.' 144'•pG. 372 / ~ / . '1 ' r In / PIN ,'.183'1-~,9-0333 I ' ~ '~''1 I EaTN;ADAM9'•• / ` NEYV•,IRON PIPE SET,.•
r' i ! ~ ` - D o.e. e25, P8: 785•• / RfW - RIGHT'pF WAY, r ~ .CAT -CABLE 7V BOk
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N~ ~ ' . I i I ifi i' 1 I BRENDA KAY PEACE / / ~ ~ . - I • • ~ - - - - - '1 ~ ~ i r ' i ; _ , ' i • • '•.jEL, ~•TELEPHONE PEDE i i , ` ~ ~ , T'f i ' i •,PP, POWER.PDLE
I D.B. 712, PG. 428. / / ~ - • _ - I ^ T - - - - / ; 1 1 i i• h~ I ; , I i ~ ii f, I 1 , ~ ' ` ~e~tlVATBI ~ ;j ~ bHL'•, VERHEAD LINE ,1 .1 '1- ~ - Q
N/F PIN ~ 1837-28-23h I I I 1 - _ _ A ~ i ~ ' CHRYSTAL DAYM ~ I I J -I' ; I ~ ~,'-I-.f- - - I ...i'~'• ~ ',",~t•\ _ 1~' ` ;'N 0247.57' , ~ ~ i , Wl~i~R IYTETER
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\ ! , - I 1 1 'I' •1,\'~,' \ UMITSI$ I ,I ~ ~;I I i , 1 11,7\ ~ ~ ` i. DISTURBFrO AREA , ~ i ~ I i ' I • I . ` ~ `\I '
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PIN ~ 1837-77-9965 ! I D.B. 2003, PG. 2SS ~ PIN ~ 1836-41-172J 1
I W 41 N
I Q y W LEGEND: I I r~ Q
I ar I c 4 QZ EIP -EXISTING IRON PIPE I
I _ AC. EPK -EXISTING PK NAIL L _ _ _ _ _ NIP -NEW IRON PIPE SET
_ 21.578 TOTAL AREA R/W -RIGHT OF WAY
TO BE SUBDIVIDED CATV - CABLE N BOX
EB -ELECTRIC BOX TEL -TELEPHONE PEDESTAL
1.021 AC.
~ LESS R W = EVEL PP _POWER POLE D OHL OVERHEAD LINE
CdcM INVESTMENTS LP -LIGHT POLE
20.557 AC. NET AREA = 650 JOHN SANDLING ROAD ~ -WATER METER FRANKUNTON, NC 27525 WV -WATER VALVE
919 494-1041 CO -SEWER CLEAN-OUT
= 15 ' RIGHT OF WAY ~ ~ VI ION PLAN FOR so PRELIMINARY SUBDI S
TOTAL LOTS N I I I . A I K R
e' - g' 20 PAVEMENT 6 01 ~1 SHOIlI.OER ~
1.370 AC. AVERAGE LOT SIZE HA P
1 4• PER FT. 1' PER FT, tt ~ 1• PER F1. J•I IIIIUnII////
NGTH 779 / OWNER: BLUE SKY TIMBER PROPERTIES, LLC R SIDENTIAL ~ I?ARO LOCAL E 2' •(,,,~,«-.,,,,•(j
TOTAL ROAD LE 7~ SIIPERPAVE ASPHALT MIX O,, OF : , •,•9 , REF. D.B. 968, G
INGLE
- RESIDENTIAL S PROPOSED USE A~ WNSHIP = ~ ~ ~ RA SFIELD TO - SEAL 8 S
FAMILY SUBDIVISION L-3794 _ = Q= OUNTY NORTH CAROLINA GRANVILLE C ,
:9 ;2, •.tioS g,
1.5 AC. • TOTAL DISTURBED AREA I HEREBY CERTIFY THAT APP RTIFY THAT APPROVAL WAS GRANTED TO THIS MAJOR ',iC'''••.,,,««•'•'•' 4;' 100 50 0 100 200
PRELIMINARY PLAT BY THE G ANNING BOARD AT ~ PLAT BY THE GRANVILLE COUNTY PL qE~ p.\,,
' THEIR MEETING ON PLAT SHALL EXPIRE TYPO (2) IG ON THIS MAJOR PRELIMINARY ! ~ ~/j~~~ 3 THE APPROVAL DATE. a 1 ° Y EXPIRE TWO (2) YEARS FROM _ ~(:AI F 1 OO
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DATA- CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, 239 EAST OWEN AVE., P.O. BOX 1253, WAKE FO GRANNIE L NING DIRECTOR JANUARY 31, 2005
ZONED AR-40 a
PIN #1837-29-6048
AKE FOREST, N.C.. 275879 [phone] SHEET 1

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A 1 1 ~":r. 1 0 8 RCW WITH HEA W ` ~ 1 1 , l~ , A , , ~ ~ 1 D ~ , , , , 1 I • ~ i:,~~ 4 ~ • ~ , l ~ ' ' 1 ' ' r / / / ' r ~ I~ / ' I 1 ' ' / i r 1 ' 1 ' 1I , + 1 a ' ~ r I ' ' I ~ ~ I I
1 1 ~ . 1 ,1 ' \ ~ Da`= 20.8 AC. , • \ , , ~ I 1 1 1 i ~ ~1 \ ' Q10=57. ofa 1 Hw~3.681 ~ ` ' , l , , , I r / / r / / , / ' , i , 1 I 1 \ \ l 1 / / / / I I ! / , 1 I ~ I 1 I
TREAM HA N I T R AN = 14 .64 L.F. ~ LEVEi SPREADER 2 ` 1 ` , ~ ~ \ ' S C N EL D S U B CE 8 ~ 1 _ _ ' . ENIRANCE WIDTH~10 , , I ~ ~ QY5-6~.1Qc~s Hw-x.84 \ \ ' I I 1 ' , 1 1 I ' r r/ ' r r 1' I 1 I ' I ? , I \ ~ / I a / I 1 1 1, y Y I I
TAR-PAMLICO RIPARIAN BUFFER ZONE 1 = 4,762 S.F. ~ ENd WIDTH=31 ' 1 ' ' ~ ' • ' cc 1 + ZELtPORARY~ 1 =111 f - ~ ` ~ 1 1 1 ~ , ~ Q dO 90C S rW-d124 LEVEL SPREADER \ I \ 11 ~ \ 1r 1 1 1 / ' ' / r/ r d ~ ,1I I / a I 1 1, 1 , 1 1 I
TAR-PAMLICO RIPARIAN BUFFER ZONE 2 = 8 898 S.F. 11 11 R~"'= D•~ " 1 ` 1 '1 1 1 t` ~ ~ ~ - ssQIMSNT i \ ENTRANT x1oTH=1 " ' ~ LENO17FI=0.9r~ cfs 'I 13 ~12.7~' \ . ~ 1 . ` \t ~ 1 ` ~ SPIT 4 ~ , ~ END\NOTFI=3' ~ \ WETLANDS = 1 325 S.F. 1 1 ~ LENGTH=13' I ~ ~ • TAR-b ' I ~ ~ ,f ~ 23 X` 2 1< a' ~ 1 ~ , I 1 / a s \ \ ~ , l 1 I 1 r ~ r , r , ~ Y I rl 1 1 1 I I 1
1 ~ PTH=0.5+ 1 I~ ,,AAMMO~CO 1 , t ~ ` ~ , 1 1 ~ .PEON 90 efe ~ ~ ~ ~ DE ARNIN1f3UFFER \ , , , LENCTH>t0.90 c~ 13 1.70 , I 1 ~ \ 1 ` \ A \ 1 I 1 t 1 \ , . ~ \ 1 GRASS SWAL1: 1 ( . . ? 1 1 1 1 I ' 1 1 I ~ ~1 I I ' 1 i ~ 1 1 1 1 1 1 1 1 l r a~! I'' I ~ 1 I I
` ~ ' 51 ENO \ \ ~ ~ 1 S~.OPE & ` CENGiH t4 , I r 1 1 I I 1 1 1' \ '1 1 1 ` ~ DERiH-G.5'~ ` , 1 ' 1 I , ~ S~I,O ~ ~nL , rt0E` ~ , , 1 DRAINAGE GRASS`SWA~E ~ \ \ 1 \ I , 1 1 ~ I r r I ~ ' I I , 1 I , I I 1 r
r ' 1 ' I TEMPORARX DRNN E~ 1 1 OG~, ~ \ ~+uMW~? ` L ` 1 1 EASEMENT I , 1 I , \ OMITS OF 1 ' ~ I ' r I ( ~ ' ~ I 1 ~ I I Is 1 1 1 1 i 1 \ ~ I I 1 / / , ~ 1 ~ ~ I 1 I I I ? q RBED AREA 1 r r I , , +
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r J DIS D AREA ~ \ ~ , . ~ 1 1 ~ ~ 1 ( r + 1 I ' CD1159NUC'IED CHANNEL r ' PI''! ~ \ 1 + I
ASS -GRASS I 1 , IRIAMti1P10R EpIAL , 1 ~ , , 1 ,
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0 -ZONE 1 1 ` 16+00 ' ~ , ~ , ~ I. ~L~_ -I- ~ \
- ZONE 2 _ , , , ' ? ~ - , ,r ~ ; 0 _ _ _ I l 1 ~ ~ ~ , \ , ` , , u 1
1 ` ' ~ 1 _ ~ ` IP-RAP OR g1Al• ~ . DITCH*~ =GRASS DITC ' ' 1 ' ' • 1 ' 1 _ ' I = J 11 ' l 1 I \ \ , l
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~ ~ l 1 ~ 11 f l>.; , ~ 1 1 , SLOPE~~cc I DISA , ~ , ' ' 1 I I ' 1 ' 1 ' 1 ` 4 s \ \ ~ UA1 OF 1 l 1 1 1 \ 1 , 1 1 I 1 1 + 11 \
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~ ' 1 DISNR D AREA ~INAOE , 1 ` ti , ` , '.t I . \ , IJIT J ' ` 1 I 1 1 EASEMENT TEM OTtA~PY 1 } , ~ ~ . ' 1 ~ 1 ` DAYS IV All ' 1 ~ ` \ 1 + 20.0' SEDIMENT 1 1 \ ~ , 1\ © 1 ~ I dTCNES AS, i , , , + BASIN T9~IANCE 1 , 1 1 \ t;k;,,ywy"„uu.•.
~ ~ l ' ` A ' 1` ~ SiLT I~ ~3 xi4'X4' l 1 , SEDIMENT 1 ` .1 , LL I ~ , ` ~ \ ~ ~ 1 ~ ~ NECESSARY 1 I I U~ITS OF 1 E 1 s s 1 ' d;,•i °i~!.r~~' ..i:...., ? + ? ~ I ~ 1 \ l ^ \ Veyrteled ~ + y.. . -n-. ~ ` , 1 , t 1 DIS D AREA 1 . \ ~ 1 ~ ' 1 ' + 1 ' 1 ~ Ifiverslon ;.w~,,~'-''?~~~" Trdnedwn
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I r ~ 1 END WDTN 3 , 1 1 I ~ 1 ` ~.e. , 1 f r r ROW=10.981cf1 , 1' , ~ t ,'1` , SWALE ~ \ J . ~ t 11 ~1 . ~ 1 \ ~ \ \ ? \ ~ 1 + ~ . , , 1 1 [d w. ?t ` ~ ~ I f ; titlonized ? ' ? l \ , \ , ' l w..: .n y. Wig 1 . 1. \L~ Y l V'., ,Y' _ $',nUO ? ~ ~ 1 , 1 \ 1 \ \ \ y 1 \ \ , , , 1 1 S1aDle W } r• ' / J• y.
~ , MEN~TH=0.98 ch 131 .74 ~ ~ ~ 11, \ \ ~ r 1 LENGTH= 3i ' ~ 1 1 ~ ; 1 RIP-RAP fiNERGY\DISSIPATOf~" r 1 r ~ I IDEP7 =O~r, 1 I (I 1 L , . r L G1H~30\ WIDTHoi2' ~ ~ ~ Ll \ l , ` 1 1 , \ 1 \ , 1 ? l ' ~ ~ 1 \ 1 UndnlUrbed ~ V, J. c. J. ib a"'~ .Y. ~ J y \ \ , 1 , II ~ ~ µ
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HIGH POINT ELEV = 412.39 ~ ' • \ 1 l . 1 l \ (lade) am--lla: nulka disposal area nurse IM generafl sm"wh nd Y weA•,tgnaled rilh a maximum slope N IIR:.
HIGH POINT STA = 13+68.54 Vegeaalc all disrurkd rero.
PVI STA = 14+50 SEED ANO MULCH DESIGN DATA: - 1 ARE GROUND Da=20.38 AC. IGN DATA: 20.38 AC.
PVI ELEV 4 6 25 010=57.52 cfs A.D. _ -14.59 aG L=100.00 =57,52 Cf6 COnSlfUCllOfl 1.'1hr.maNmgdbaMheaminimumul4hwiderakndingtimchrsovtrlh 00,00' SpOCIIICatI0f15 I;p and huded d rocl>es dap in a rerLCal wench ror th Mwrr,dge.'JTre 1
SLOPE=3.75X K = 20.56 v1o.15.s2 fps PEm3.75X nlge slmuld Mm agliusl waddy NI atd aryl be securely held in place n~il6 15.62 ips closely spaced hoary dup• rein staple y lean I: incllcs long.
INSTALL PLASTIC LINER Z. f:.mau that the spreader lip it level fct unifa+n spreading of qam runoff.
300.00' VC 1.01' 3.0• OR APPROVED EQUAL LOW POINT ELEV =386.23 CLEAN WATER BY-PASS CHANNEL CONSTRUCTION SPECIFlCATIONS NVS t. CmmtKl Uic kvcl spmaM m undaWrhrd soil root m fifl).
LOW POINT STA = 18+33.34 SEED AC STABILIZE CLEAN WATER OIYERSION CHANNEL IMMEDIATELY UPON CONSTRUCTION OF CHANNEL.
PVI STA a 18+QD USE NAG C350 LNNIG FOR CHANNEL STABILIZATION. HIGH POINT ELEY = 401.54 Cmstnxl a :Rh nans6im ream Irt.rr the Aimfsicm chnnurl Iu McM! snrootN lelhewi •
o ul PVI ELEV a 376.85 HIGH POINT STA ¦ 21+89.22 PVI = 21+75
+ a A.D. = 19.30 ~ K = 20.73 P 407.00
A.D. = 4.69
Gi w ~ U U 400.00' VC K = 20.43
m m ~ 1 '
300•°° ~ HORIZONTAL SCALE 1 "=50'
f - 8 VERTICAL SCALE 1 "=10'
+ Cs ID Ol
N O + ri
N ~ p M + t N M
B ~ N M VI 41
O T N M U U ~ ~ W W
N liJ m m /
S > W W '
- 50r RIGHT OF WAY

i sx
8' 20' PAVEMENT g' ' SHWLDER SHOULDER DIC H
1. PER FT, 1 4• PER FT. 1' PER FL A:1
3.~ r LOCAL RESIDENTIAL 2,
, B SF 9.5 A
~ SUPERPAVE ASPHALT MIX
8' ABC
? r
r r
r r
r i \illllilAAll~~l/111,
~ r
~ , ~ , • ~ ~ C`~~ Ilr ~,~"j/MNj"a.~ ~i PROFILE LEGEND
• of '~y ; , •a
1 I / ` - - -EXISTING GROUND CL
1 / -3794 _ ~ - - EXI511NG GROUND RIGHT
' ~ Q.
18+00 100' LF ®48' RCP WITH HEADWALL %~'•,OS~ • ' S: C '•~0~; EXISTING GROUND LEFT
iNV IN = 365.50' y ^ ~1\~,.
INV OUT = 361.75 SLOPE = 3.758 1' FINISHED GRADE CL TOP OF ASPHALT
I'•vI -o CO
DATUM EL3P
350.00
OI-00 M OM n~ tM ^M ~N Co t, n a co
o 00 ngo ao'~ ~qn Ol ~m o01 M~ Ma) MM M M0 co Mas C4 N)0 a4' 109 M M M M M M 001 c~ 00cd M f M M
16+00 17+00 18+00 19+00 20+00 21+00 MOSS & PANCIERA, P.C. PROFESSIONAL AN
21+00 22+00 23+00
CAWTHORNE, SURVEYORS, 239 T OWEN A P .O. X 1253, WAKE FORE! FOREST, _ 7587, (919) 6556-3148 SHEET 2

1 D ETAI ~
~T D ETAI ~ MAP
WETLANDS
~ ~ I ~ 1 ~ ~ 1 ~ ~ ~ 1
~ 1 \ ~ I I I ~ \ , I ,
~ ~ 1 \ ~ 1 ~ 1 ~ ~ _
1 ~ , ~ I ~ 1 ~ 1
l ~ ~ ~ I ~ 1 r , ~ ~ ~ 1 1 ~ ,
, ~ ~ , I ~ ~ ~ 1 ~ ~
` ~ ~ 1 , ' NE 1 ~ ~ \ ~ 1 ~ \ ~ \ ` 2b RAN GE ~
I Q ~ , ~ 1 ~ ` ~ , \ SEGMENT,
_ 1
~ 1 I 1 ~ ~ ~
\ 1 1 \
' l ~ ~ ~ , 1 ~ ~ ~ ~ \ ~ - ` , ~ , 4 ,
~ ~ I 1 ~ ~ ~ ~ \ ZONE 2 ~ \ ~ \ \ ~
~ \ ~ ~ ~ 3~
, ~ ~ ~ \ ~ T.
~ ~ ~ ~ , I ~ ~ ~ ~ ~ ~ \ \ ~
~ \ ~ ~ ~ ~ ' ' ' ~ ~ TEM13 ARY D1V RSI DID' H T( ~ ~ ~ ~ ~ \ ~ G V DI~~H TO BE ~ ~ ~ ~ ~ ~
~ ~ \ ~ ~ ~ ~ ~ INSTALL DURIN CO STRUETIC , ~ ~ySTRUCTION OF
1 ` ~ ~ ~ , , ` ~ ~ ~ ~ PIPS. DITCH TO B6 LINED WITH ~ , I _INED WITH ~ ~ ~ ~
~ ~ 1 ~ ` ` ~ I \ ~ ~ ~ PLAS1`I TO P~EVEN EROSION ~ ~ , ` ~ \ , ~ERO~SION,~AND ~ ~ ~ ~ ,
, ~ 1 ~ 1 ~ ~ ~ 1 , , ~ ~ ~ ~ ~ , ~ ~ ~H~OULD E DIMEN ION D A NC , , \ ~ ~ VFD A~ N01'~D. ~ ~ ~ ~
1 , \ ~ ~ ~ , , ~ ~ 1 ,
1 ~ ? ~ , ~ 1 1 , 3±Od 1t~0' LF ~ ~8"FRCP WITH ~NEADWALt~ , ~
I 1 ~ ~ ~ D a 2~0 . 1
~ ~ ~ , 1 \ ~ ~ 1 1 ~ - 1 ~
\ Q10 ~7. LEVEL SPRE DE ~ , . ~ 1 ~ ~ ~ _ , 10=~7.~a2cfs ~Hw=~68'
Q 6~'.1 ~cfS H,w=3.$4' ~ ~
ENTRANCE WIDTHS=10 1 1 ~ ~ ~ 1 ~ , , ` ~ , ~ 1 1 ~ ~ ZEIv~PORARY _ It ~ I
ENd WIDTW=3~ ~ , ~ ~ Q10 ~ ~ ~ \ 1 I , ~ ~ , I I ~ ~ SL'~IM6NT I ~~=7~.g~afS Few=4.~4~ LEVEL~SPREADER
- f \ ~ ~ , 1, FLOW 0.9'8 c ~ , ~ \ \ \ , * ~ ~ ~ ~ , ~ - ~ ~ ~ PIT # 4` I ENTRANCE WIDTH=1~' ~
LENC~?TH=0.9~ cfs 1 13 ~12.7~ , , ~ , , ~ ~ , 1 ~3 X12 ~(4 , ~ II ~ END~WIDTH=3' ~
~ LENGTH=13 T LP I 1 Q AR M~ G`0 1 \ ~ ~ ~ , , ~ ~ ~ FLOW 0.90 cfs ~
` DEPTH=0.51' ~ ARIA FF ` ~ ~ ~ ~ ~ RI N \B ER , , ~ ~ , ' ~ ` LENGTH~0.90 cfs~; 13'=111.70' ~ ~
~ ~ ` ` ~ \ ~ 1 I , ~ , ~ \ GRASS SWAL~ ~ ~ \ ~ SI E~10~ ,
~ , 1 I I 1 r ~ ~ ~ \ \ 1 , I , , \ ~ I S20PE & ~ LENGTH=1'2' ~ DEPSH=0.5'~ ' ~
oP & LQ 1~OE 1 1 ~ 1 ~ \ , , DRAINAGE GRASS~SWA~E I ~ ~
1 ~ \ I ' W TLA ~ ` ~ DRAINA E E D , , I TEMPORARY 1 , OF1 O,PF 1 , ~ ' ~ ~ ~ ~ I i . EASEMENT ~ ~
~ SEDIM NT ASEME T ~ ~ , ~ , , ` ~ IT ~ 1 ~ ~ ~ L s o i \ LIMJTS OF ~ ~
~ I PIT 2 I ~ ~ 1 ~ ~ I SLbP~ 1 \ \ ~ ~ ~ISTURB'Ep AREA ~ ` ~ ~
~ LIMITS OF ~ ~ ~ ~ ~ ~ ~ ~ , t ~ 24 X,13 X 4 , \ ~ ~ ~ ~
/ DIST BED AREA ~ ~ ~ ~ ~ 1 , ~ ~
I / I , ~ ~ ~ _ 6 ~ ~ ~ ~
I ~ , 1 ~ X\ ~ X r ~
LIMITS F ~ 4 ~ NCE ~ Q , i ~ i --r- ~ I C r, ~J.UFF .DITCH ~ ~~o own TYp YO IAI ~ ~ ~ ~
FILL SL PE ~ t SIL~h FEN , 1 : xti„ ~ ~ A r-t ~ 1 ~ ~ ~ \ \ ~ \ ~
t T~ L Y 4r\ r R P-RA OR EQUAL LTC~i , a ~ t , , ~ 1~ :~~H ` ~ ~
Jt1 z ~ ~ _ Ri~IL, ~ v~: , 1 ,
l ~ ~ , 5:~ ~ 1 ~ 1 , ~ :~d
I . \ 16+00 ~ ~ ~ \
, 1 I , , ~ . ~ ~ f ~ ~
k ~ ~ ~ 1 c~' ~ , ~ _ r.,- ~ ~ \
~ ~ A . o 1 I , t ~ o.. ~ 1 ~ E s ~ ,.BARD ~ \ ~ ~ ~ ARD ~
1 r _ \
~ ~ 1 1 I 1 : ~1 RIP-RAP O~EQUAL, DITCH .
1 1 1 1 RAP-RAP OR EQUA _ : ~z ~
=JU E..DITC+i ~ , ~ , 1 N~ 1 /
I , , \1 1 ~ \ I ;
~ ~ ~ SLOPE ~Q~
1 , \ ~~b, i.~ ~ 1 l , , , ~ 1 , ` , ~MP(~RARY ~ DRAINAGE ~ ~
1 LIMIfS OF 1 S OPE & ~ ~ 1 ~ DIMEYJT , EASEMENT
I ~ ' ~ . I ' ~ I DISTURBED AREA D AINA6E 1 ~ 1 , :
- I ~ ~ ~ ~ 1 1 I , 1 ~ . E~gEMEI~T TEM ~A ~ ~ ~ ~0 Y , , ~ ~ 3' X 1~2' X 4' L ;~N CARp4~~~,,
1 ~ S,EDIt~ENT , ~ IM T~ u ~ ~ 1 51LT EI~C~ ~ ~ ~ °o ••'e~
, ALCJN 1`OE ~ ~ LEVEU SPREA6ER # 3 ` \ ~='aQ~ ,z,
1 PhT ~1 , IL SLO . ; # , ~ 1 ~ 'i , , I I ~ i I 1 ~ ~ ` ENTRANCE WID~ 10' ' Ste"
~ ~ 24~ X ~ ~4` ~ 1 I 1 ~ I II I , I ~ pF~S E ~ LIM1TS~OF ~ - i L-3794 =
,1 1 I -4 1 1 1 1 I 1 I I ~ I I , 1 , i ~ , I I ' i ~ ` ~ FILLS SLOPE i ENDS WIDTH- ~ \ ~ =~9ti ~=q o ~''S:
, 1 I I ~ 1 ~ I I I I 1 1 W TLS WE~TL~ANDS ~ • FLOW ~ 0.90 cfs ' ~ ~ ~=~i~~...,sq....•~o,.-
LEVEL SRREAD~R 1 , , I ~ ~ENGTW=0.90 cfs * 13'=11.7x' ~ 4 NgEL
' ` 1 I ~ I ~ ENTRIANC W 1~-1= ' ~ ~ ~ - ~ ~ of I 1 > > I ~ ~ I \ I ~ ~ ~ ~ ~ ~ . ~tENGTH=12' ~ i~/,zpo-
~ ~ , I I I END VI~DT ~3 , 1 i I 1' I ! ~ I I I ~ 1
~ I FLQW 0.~8 cf , , , ' , , ( , 1 I i J I , - ~ + , ~ i ~ ~ ~ I ~ GR~S SWALE ~ ~ /-Z~/-off
I LEN TH-p.98 ifs ~3 -1 4 , ~ I , , ~I ' ~ . \ ' ~ ~ RIP-RA'P ENERGY OISSIPAT~R,
~ ~ I I ~ I I ~ ~ ' , ~ ILENGTH= 31 ~ ~ ~ , I , ~ ~ fit, LENGTH=30' W~)jH=1z'
IDEPT -Oi5 I I , ~ , , I ~ I I i
BASS SW LEI ~ ~ ~ I ~ I ~~52~p ` ~ L~" MINIMUM THICKNESS ~ \
I , ~ I I I I I I I III I I I 1 ' ~ 1 ~ NCQOT CLAS~~'I" 13" S70NE _ \ \ i
I , I I I ~ I I I ~ I
I / ~ I I I I I I I ~ ` \
~ ~ I I I 1 1 II ~ II , 1
I I I I 1'~ ' ~ 1 `
~ ~ / ~ I I ~ ~ ~ ~ 1 ~ \ \
I I I II ~ ~ ~
SHEET 3

~ 1 DETAIL
BU~~ER IMPACT
TYPI CAS ROAD CROPAVEMENT ASS SECTION

. O ~i ~ veoaaseo aoao cenoc
i ~v
O~
i^ ~ ~
iry. 0,0~ i F~
EXISTING
OF BANK ` HEADWALL
HEADWALL PROPOSED CULVERT ~
EXISTING EXISTIrvG GROUND ~ ~
~ ~P OF BANK
EXISTING
STREAM BED
RIP-RAP
_ _ _ _ ENERGY DISSAPITOR
~ EnOWAL~ d8' GU T
100 LF ~ 3.75% - ' -
INVERT IN INVERT OUT
385.50' 361.75'EXISTING
STREAM BED
ELE AlION E ~p / E%iSTiNG SiaEAM
DEPiH BELOW r BOiiOM
E%ISTO G FOR PRIM ~
° BURIED TO AGLOW - _ = I I-III '
aoa ao~A.~~ ~~FE -
=1 11=1 11=1 11=1 111 11=1 11=1 111 111 I f
~=1 11=1 11=1 111 11=1 11=1I 11 111 I I-
i I 11 I II 111 11=1 I I1 I I-I 11=1 11=1
-III-I 11=1 111 11=ff 1=1 11=1 11=1 I I-
11 11=1! 11 11=1 I II 111 11=1 11=1'
X11-III-111_, ~III~~ Illiiilll~~ 111=i"-
=Pe~`~°~'`l
~a;~¢o
SHEET 4

- - ~ ~
. ~ STONE CHECK DAM
INCrALUnon ~ ~ M MMlillyd: wNrror.~ill not t0 stale
¦wicwra'siRwrreliorrrMrrRaaMrYa•rYprpodwrwdrrprara Cite rrrlcl tl0rld plwik wva of a krM 70t; of Iw rrl6r www K it AT
pYtl.lrNreaiar iIYIMIrM N Fipw d.I1L -•r~..
t. APPIY Urr. follYirr rrl red Ideas 4yir[ Ihr rot a rYr. N oPrrwee coNSTaDC'rIDN sEQtTENCE
relair,aeralr»r.Ywl~t~r~warinrrrrlwwwt,Riwer 6 1( P rd red tpryrd r. ebrwd. n channel 1. Obtain grading psratie.
above ot~m Z. Install growl construction pad, temporary diwreiene, ails
-with r' -r SIAIIUZEO CONSTAUtTlON ENTAANLE fencing, eedisrnt basins or other measures ae shown on the (MC to eels) approved plan. Clew only at necessary W install these devices.
~ ~ op hergfit 3. Call . Ior ondte inspection by Environmental ?ublie aipAt- Inspector and obtain Certificste of Caplisnca.
So' ssla. 01-~ 4. Begin clewing and grubbing. Maintain devices as needed.
.r I I -1- Rough grade Bite. 5. Install storm uwr (if shown) stssd Protect inlets with silt
~ I ~ ~t ~ - -3- rood: " ~ F fencing, sediment traps or otlur approved measures ae shown
Bsfflo: for SodMrlollt Tropo, and upstream on the plan. Begin constructing building, etc.
Step 1 Orwe Lteel anDe pat at !nett tt¦ Into Lolls orotNtd. Vd000 FOfiT= Al1E NOT , trlstlsq /raaW ?ra'tN +l?pNiate trasuletM 6. Stabilise site as areas ue brought up to finish grade with IOT ?ROri7d aats,aasr Stailllsad Caaactvr vegetation, paving, ditch linings, etc. tlon rneraea urN ?rrbllo RtIAt-
~ CHA EL CFrb~ECT10N ACCEr'TAwE I • r r r•r• et-Map ~ 7. When wnetruction is complete and all uses are stabilized capletely, call for inspection by Environmental Inspector.
IferlelltM rfletM ~ wlfed Iea~ ~ r~tNeel i 1111 d, 8. if site is approved, remove temporary diwreiona, : It
4Ne N Nd01N N fencing, sediment bssins, etc., and seed out or pave any raaulting bare areas. All remaining parsetnent erosion
, ~ ~ 1, • AMrtMRtNn i' wW ~M ~ ?ss11lo control devices (such as velocity diesipatora) ahosAd be
In channels, roll out Nrips of netlinp paraDN to Uw ~ ~ , direction of Ilow and over tM praecbw mubh. ' ~ f I r " . rdet/ss1 Rlratroa installed now. ' Ir+mM I''"I g, lfien vegetation has became eatsbliahad, call for final site
~ Oelaeeen ~ ; 8-12 rlp-~ao • inspection by Environmental Inspector.
k wus ed ~ . ~saatrueelon Saaittaeloaa 10. Obtain a Certificate of Completion.
stone 1, Stoea ale. - tae Ns1A ale. No. 2 (I-112" a 1") er AAfNtO dMlpetlM MU, ales Me. 2 (2-112" t" 1-1/2")• UM erwMd ataee.
flow Mchor netting inO~ 1, LMith - M etfeeelw, ?ue not lase Ilea S0. tees. TEMPORARY GROUND COVER IS TO BE PRONGED 7. ThleYaeee - IMt Uw tAae dalse (1) lades. ON All DISTURBED AREAS WITHIN 15 DAYS
a B•inch tteltch. y 1' r VIEWS • Yl/tA • Mat lw des fall'wl/tA et all palsies eI Wr+++ er geaa• AFTER ANY PHASE OF GRADING HAS BEEN COMPLETED.
16' ~ ~ ~ • ~ I LOOKING OrerMp plt DOWNHILL S, VaAly - IAsea aeeesserP, slwle eAell N eleeaM p ermaee aeltewt yriea f. esstnw ante pe?lk ri1At-ehw)r..Nnli wsAla/ le rpalrel,
flrwawwtrrrierar.p«ee~wp(..e[eaw~.wow.a?.~wY>. ~ndawtlLGptq, L - - -1 !t eAe21 tN Ieae M w etM ata?llissel dtb sntdsl steae rMie1 Iralsse fete w chapel eelfreae tra? er ssedlreat Tiaefe.. All eellrest sdsall
le th Slrt Iryiq Iw w Gorr tw Nlp rr lw ellerrd a td tries ltd[era ~ wue• altecfted N prewsstM Faso tseterlq sap seam /refs,. IItA, ed wtesewrM tlsretyls w of eats 1?qe. 1caw1, tseatt+M esr eeMsr ehrwrl eetMeM.
Iw Aertr r relYarNt ~ wYll[-M I ~ u with of win t~• eadq W ~b ~ to pot IMpth1 1, N~t essaae - Tir eattrsaee ettall M sssftttafaad le a Mallcfee Mw will p+waiac ewetstlsl ee flerlsl of eeifwt eats pe11la r!#sCe-ef'wp•
QLIECK DAM Ck1~~ECTIgN 1 1 11~~ttss as ~ tw Ira~r ~ Wttilewl stets y ear
0re1r01w ert,fNry dM tpdrp W Ir aslMael[elMlsssdrafl? ~ frelrk kWed OtNlr drag,oowrW+rtLL+LLLeIYIrrNlrtyr,wor.i.lyw~.wRap[~r dtfw /wets M thl+ls sttlUar elsaaaK a4 ael~ssssweti.rsed a'trq sedlssst. A11 salfaest sp1L1, IssgM. trsshsd.ee etesstW ease psf?ke
retw~.rls Lnor~eMvodtdwrP'IRolo¦ur[rl[Ldtr[n tor. M41r 2 d er w Ird rlt ey eYe, dr LOsowtryls seLId11[ - IbrleerNM pelt IwMa•elrr/ shat M aemasN Iwslfsaslp.. , _
- owrlMgrd) irdrr etl rsMNd trgydlr. iedl clip d ~ sbrdd ti w UYN ~ f IIOt l0 SGN •
etspel dons dr orrwr, wary) ft a ell rYelrl tee rat rtYe ugglPYq ! ~ eIW fefsrie 1' S 1' ~ BERING SCF>BDTR.B. •
SU 2 tIN Nd U trerleh • P steps 1' Avert to ateDlt N • • N ~ Vegetated ~•'r "~•-+~,~~'":Trenmhon ih0uldata. Side Ditehas, S1oDes (Max. 3s1)
1,TojoL~tlwrrigr,altrrerolrerrdtatlerrlddrwrsLt)whOdr ~M'A?ItNNt#wis teltrktohoOrsMe s xs french, ~ w of a preiorr rll u irrasr. r reor» ie fyklo t?Idr, w ttrgM wry ~ For The ConlryNtloe Ot StOFEiILItM' ~ fseDhliel Lod i 1 i• , diwrsbn too rode
l2itlMilrAoMr~drwlLnM1. anivM110. L . f^ F is ~ DJ1TB •9.s~ i Y A' W a A 15-Nov 1 l ~ Platttleq Rob
LdNk out end toned over Nle A~IYIMOfIMfICr y11La1tti111FMId1d~.tlLliriellalMlrllrferlllMr[e~ tIM hOrtwla Ie1Nle pO[t. ~,.},,e...t r y uq Tall aiieua 140 lbs. sera rr? v r r s. „ a.• Nov 1-Mar 1 Tall Yacw 120 lbs./acre mom!,! Y•y,',•ry y•°~
~irLrdM rltrre. M1ML win Y et+sre[4 sEllr Llrli[rrl tLIdIL N , 8~ ir' ~ v ; r- ~ subrrea G Abrussi Rya 4S lbs./acre 1 _Y~ f+.,i• ~ 1.+• Y 4 Maz 1-A r 15... Tall F
cave. otart lq[ir dM e11gr plr, w1, r rive! trid?Os[d[LL ' you ii S irrprrtiarrwllwptrirrflr.lye.rllwea I. ~ I sh° ~1 e.jier+ ~ / ya' aippa P ..ew. 1201b~./acre e~ I BtabN y . r. / .r P ri 30 Fulled Common Berm ass ~r pr OM • w . y. a r-.1 uda9r 12 lbs./acre
a . - W' INI~IMIIbId , ~ L~ + +14 ~ ` a• y w y Jul 1 - 15 Tall Fes _ Wt owlet tr ~ i ~ ` t ~ cu. •a~ 60 lbs./acre
~ ~ • 5 P R ~ rtiJ~ s. ~`y~ 1 .Irj,~, Y '"'srowntop Millet 35 lbs./acre 5 i ~ orghwa-Sudan Rybrida 30 a. e P ~ i t lb /acr
et it W ~ W. eJ~ v 1
Crerel 9eddiny ~.t A'+'b',. ~,.J. "'4 M µi e? M Slopes f3:1 to 2s1)
ti , ~ tn* eh' Mar 1-June 1 Sericsa Leapedeza (scarified) 50 lbs./acre
Rip-Rep Apron Energy Dts:tprtor Y- Wte W Bottom of hLffN Steeped rMl? tl Stw CerltRr Or[tn . fn tench and tre 5 6 "N"~s1.~+*rerrrr+a.edw.w~mr~.a.wM.a.+,r+lr..wwer.~... (Mar 1-Apr 15) Add Tall Fescue 60 lba:/acre
For Stonwter Outlet Protactior (ShipN ~ Ilegr hfgyl~ ~ filled wiUl pN ~ a • s. • • (Mar 1~Tun 30) Or 71dd Weeping Lovsgsass 5 lbs./acre
• Creel-TlauadaoflkYa7DhmafdmdivanionchnnelshwMpaMe (Mar 1=Jun 30) Oi Add Mulled Oormon Sermudagraas 6 lbs./acre
. tamorar,p;anto4dmerlDsiarMwlmVwspseader..tAep.dtdr ~ Jun 1-Sap 1 eeeTall Fescue a~W 60 lbs./acre tpratdaslaMbtO*. eeeerormtop Millet 35 lbs./acre
.I.__ Trgeoeoidel eebr Sorghw-Sudan Bybridt 30 lbs./acre Sera/er1P-CoaanaiNrtlgaaadimm6edtoDnsaitarMiratsf Sep 1-Mar 1 Beside Lespedeu (unhnllad-unacarified) 70 lbs./acre
~ A - A serpelaswrdrlta~efaatlsrada.Piaoectlt.ms*aetiaa+stYrm ~ and Ta11~Psscw S0 lbs./acre .rriotslatilgYtewy,rpermas~odoamdtllnrrytWtsr . '
~ T»ie.l Ripr[p aranne~ - IralNemrMraL (Nov 1-Mar ll Add Abruzzi Rye 25 lbs./acre
U3E 6E0-TEXTILE FABRIC UIDERLINER s Derr w-'ITte aMM tai res-rmw ba pntly watt eY
y • • Phil "i1''~'d"aer~~M~?~• Consult Conasrvation Engineu or Soil Conaasvation Service for additional in-
, 9u VgwrsaliswWtste>, formation concerning other alternatlvu for vsgebtior? of denuded arcs. The above vegetation robe era tlwa which do call under local conditional other seeding
h-4 a'' w'er - MP ARY V RSION 8 IT - rate combinations era poaaible. Fbr a lawn gna]ity turf, doable Or triple rates. ~OtIS(tUC(10(I 1. TltrtsissSslsoyid ha asstldmws at1 Aeddt ttwrd'ry 6lsdwt oarlm
d Ibtes TEMPORARY DIVERSION EERY/DITCH SpBCihC8tI0tIS YptsdlaskdSlse6esdeepiatesraleadtasdelowerelae.Tlteppar tai rar - RssNd according 1:0 optimlat season for desired permanent vegetation. tdp a1teM bee yreK wary e# tad and ba tsearlr htM I. plea efi Do not allow Dover to row over 12" ill.
StCti011 MA MACHINE COMPACTION OF ALL FILL n eEOUiRED. DIVERSION[ LYFFIENT TO OIIIECT ALL I. Apron lining Nry be r. O1-rJ~ a n~' ^ doaditpoedhardwy.NyYarlewl2rsdwleal. ~i171 9 height before mowing, otherwise Wa1"L/ fescue may be shaded ant.
Pipe Outlet TO Flit Arei riDND. 9r'ated ripnp, fE01YENT•LADEN STORMWATEe IMTO A SEaYENT CONTROL OEYICE MUST K INSTALLED C-SAC DESIG N01E 7F~E ~ 1. Eette dwde spreads Iq'r NwI tarrsdrrm tpwdiq d versa rrasaR 19MG1fi AMY 1E ftTt tNt
Wth No Defined Lf>. Or CDRtrete. PRIOR TO CLEARING S ORUSSINeOF THE AREAiOR IN CONJUNCTION WITH TINT OPERATNNI ~1 ~ W ~ SEDIMENT CONTROLS a OIVEMpMi ARE INSTALLED AS EACH CRITICAL POINT q REACNEDI. eN;[ tlaQ CIO ~ ~ IIa7lT WIIN 1. Cawsq the laud sprads a msdiswMd tdl (er a fdl).
2. La is tlr length Of ~ ? OIYERLNINL LNOULD LE LOCATED TD heNIMI2E OAMASES eY OONSTRUCTION OIERATIONS. ~'I the ripnp eprpl, IS• t1pR a 1MA11. Carcase a 20•D IrantYiee taliaa Gam tAe diratiat dttnttl to bkM
e. aVERSN7N5 SNOUlO LE fEE0E0 a WN,CIIEO IF THEY ARE TO RLYAIN IN PLACE OrER SO DAYS. L CHECK OEVIC[ AFTER EACH MIN, eYT ONCE A WEEK REDARDLE[f. REMIR AS NECESWII: assatlAy b Use width std deeds otrtspteefw.
_ d
4" fA Z¦ I eN.w «FwM GI Neer ,rN', A d ¦ 1.S t1Nes the 1 IF1e1 'r A
NsxittuN stone dlwter ~ aw~~ •::irr:rk •r"' ~ • r¦• Ir•rl. but rat less than 6 is'alrel ~in9 w
incws. 'lie'd • . ~ eoruatn nLL ' Seedbed Preparation .
4. DiNrnsions And ~ • speatfiutions rust RfiFr+lolic-Shpts t~tMrey ttitl Sflw teflter Onie ?O"r~a~"-, ~Slk r~
Ptrr 6L detenined by (SARAN b? w111pK1 epproprirte npfneeMr~ 1.) C21iae1 oerpaeted uses and spread topsoil 3 inches de over ad ~ soil ootlditions, i! avsilable. ~ verse
dlslgn eetlad. NOTES• POSITIVE LRAOE YUIT K IROVIDED TO ASLURE ORAINASE. N SLOK ExCEEpi 1116, LEER i •
4 a MuLCN avEttlplL TRY NOT TO OICLLD L96 (NKIN IKLOpTI[L RLLtILTI. IIAIt1YUM 0.A. i ~ . ¦ S ACRL! WITNOIR tIYPPORTIIN CALCL.. aVERL10N5 AT TIt TO? OF LLOPd y~j EMPTY I 2.) Rip LM entire ar ea to 6 inches depth.
~ WTOAN APPROIR:O ><,OPE DRAIN. e[IW/aTCH 18 Y05T OOYYOMLY UtE0. i ~ 1~IED FOR w t~ 11MN r') 3•) Aamove all loose rook, roots, and ether obstructions leaving surface
d Section A-A ~ ATE: Ti 6e IIEII IMlere Ezcessiw Spwter Wlotlties M11111t ~ reasonabl i »IIIR Y +rooth and uniform. i
r ~ Pipe Ootlet To Nell-Defined gtrwl Npetetiw 11n1nyu. t~ ! . 4.) Apply agricultural lima, fertiliser, and awes hoe hate unif rP p ormly and
S1SIe Ot !tone Must Be DetetNlMl br ANroprlatt DesiRR 1roCelNre. ' ~ R/~ asix with soil (see balow+ . i • . )
PIPE OUTLET CQNOITIONS j ' ear r'"0~` t'a'r • 1 I - S.). Continue tillage until acall-pulverised, firm reasonab
aedbed is 1 bo 6 ' ly uniform . preparb itle)Iea chap.
,y„ DRIYE STEEL INTO ifNNll~' ~ATTACN MIRE fENCE TO POSTS AIO 1 i 6.) Seed on a freshly prepared seedbed sad Dover seed
ter w nw rwl «~w rw AND EXCAVATE A INCH UIMtI , fIXTEIO TIE 10TTON OF TIE FENCE 6~ • ~IyONG THE LIR T!. N000 INTA INFO 1~ SATED Tf~CN. M _ tXIt1M ROAD _ egnipran or tvlti lightly with peeling t pack after pediag.
rrwewra q IN D1AN/~ NAY 11E USED. i i 7.) IYlah
- - - - IA?.4/1Wria~rar.Ut~- ~ - - - - - - - - - r n~• ~ \ ~ neruYet>Irs q i aitsr srstliaS stl ase4o~r ataloh.
' ~ Tw.Yro.Yrarrnrrr.rwrq tYa r i FIDE 4 •1.) lSsapeot all Natt.e aawi i atl arias aasassset smprin ee reseediugs
-----------rlr- - - ['tsetse rn , 50' within the planting aeaaon, it )iasible. 'It .toad ahonld be over two eel dW9 , rwstabliah following origiaal lime, lertilises aIW
ftAKr l0e • q i ROJID OONNECTION aadirg rob..
u'ra e' 1E11N~ 60'R M • ' Ile IM~lMIN. •OAO. ql I~IDENTIAL • ! ~ 9.) Consult Cbwervation Itupactor on maintenance treatment and lartiliz i
YYIMN llrll M IIYY[YI CILIrCier- e/IM MM YNr /N ?IIR le r~Gte ~CTpN TNRU BASW a FE.1'~ tNl E 'L~E ~Ap' ~ ~ fl~lE AMI?~AINED ~ altar peemanent cewr is eatabli at on abed. IIOr10
GRAVEL fl RIP-RAP FR.TER BASIN DETAIL - ReR IdbiTaMs. SUMIIrySAWS tJi= RA01~5 ' Applyr Agricultural Limatoaa -.2 to i .
$TC~ na/acre (3_torls/acre in r of soils) ~ Yertilipr - 1,000 lbs./acre - 10-10=10.
- ii1Mr,u M WE fiEO-TEXTILE FABRIC UNDERLINER 6~ . . enr~ I SuperPhosphtb - S00 lbs./acre - 20Z analysis
• ~ STEP 3. , Mulch - 2 tosu/acre -small rain • MehDr - 1 tray Der Asphalt >4sulsion p 300 gals./acre
AtTA~H NE filly FAIRIC TiII THE MIRE THE TRENCH AND OOIrACT - ~ FENCE Ayye EXTr 111E 110TTfN1 M 11E 1'IE•301L FIRMLY TO ANCHOR TIE oESic~N i6o ~r.Il+w~
FAIRIC 6 INTO THE TREMCN. pTTON OF THE SILT FENCE SO THAT ~ r rYr Yu~ow \t ~ ~ ~ fltlNOFf IS fORCED TO 60 THROUGH THE 1~
,1 hrr•w ~ ~ FENCE Alq CAINNIT 60 UNDER 1T. - AR G CONSTR - TEMPOR Y R
• rYY ja' ~
,,'r• Irwy~ ~ ~ ' ITM! • 1 ~ RA.w. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
r, , a. NCDOT# 5 er# S7 WA.41IE0 STONE SMALL SE USED. PAD TO rE SO' L t 20' W t S" 0 AT A McNMUM.
1' 1. TURNING MOIUS SUFFM.IENT TO ACCOMODATE LARGE TRUCKS 19 TO 1E PROVIOEa
SECTION TMRU BERM a fILTER PEaLKCTNE VtE[I • Nq tCALE MO SGL[ • e. ENTRANCEIS) SHOULD BE LOCATED TO PROVIDE FOR MA%IMUM UTILITY BY ALL CONSTRUCTION VEHICLES. '
a MUST SE MAINTAINED IN A CONDITION WINCH WILL PREVENT TRACKING 011 gRECT FLOW OF MUD I ~-0r r 6-0e
ONTO STREETS. PERIODIC TOPOaE111NG WITH STONE WILL fK NECESMIIYI ItEEIS011E HANDY. ~~aa~ t. ANY MATERIAL WHICH STILL MAKEt IT ONTO THE ROAD MUST of CLEANED w~. MVEmiwt wIOTH SHOULDER
uw.i:, ' Rrl' _ _ r r wioTH
. / tih
NOTE: Boctaa of fitter f[fKic oust be eLOPE Ae AEda lp\~ 1~4r,~i
HEIGHT; plrced in trench ell seared by I' • ~ MAX. L POSTS either b[ckf1111eg rltA soli ~ qp. 14 PER, FT. t t
50' lilb'FI OF WAY i nterirl rod t[I+ieg ar by pircir A-A I ' '3• RE FENCE ~IOi MIREr cashed stone to a Might of 6" ~ • • ~ -e"~
MjN~ ebore ground level. gBBllll. JWL~~L. 6"MWaaw Or !8 ° . ~
B' 20' PAVEMENT G ti' Zr ILTtiR FABRIC LEVEL 21 I lllouDER >ItOtrDtR 01101 ROLUNS ptl IOTitlll OF HIRE FENCE AND NNlY 1-Vitt I / F'G t Ncoor ~ 9 ar #9T Weald stew ~'0
r 4 FILTER FAMIC WRIED • ~
1' ~ {r ~1 ~ 6" IN E%CAYATED TRENCH.
iACAI RES~EEtiT1Al, _ . M.. IICIY[Y „i¦ IYTf1 [ONIY11 FI6dRE``1'
i rxrt M
_ FENC SYMMkTRICAL~ W4 DE:SIIC NO CURB NOTES, APPLICABLE AT Ate,, POINTS OF MIMESIS S EGRESS UNTIL SITE NI STABILIZED. FREQUENT CHECKS OF THE DEVICE AND TM MT MAINTENANCE MM IC PROVIDED. 8 vfIWWi15 SECTION
~ d'6lJ1TER awou. w $r" mmolmo •"au"""*.a-""reeve go& a. w.• M ?a.I,i,..
DRIVEWAY TURNOUT GRADES
[phone] FOREST, • •1 27587,
CAWTHORNE, MOSS & PANCIERA, P.C. REGISTERED LAND SURVEYORS 239 EAST OWEN AVE.. P.O. BOX 1253. WAKE F0

OF
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF I, MICHAEL A. MOSS, CERTIFY THAT THIS PLAT THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING G PO ~
WAS DRAWN UNDER MY SUPERVISION FROM AN `1j1111111~7~7 WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER fER ~ Q~
ACTUAL SURVEY MADE UNDER MY SUPERVISION; ~~~~~N CqR ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THAT THE SOURCE OF INFORMATION FOR THE Q.~,,,,,,,,,,,,,,~ THERE IS A CHANGE IN THE LAW OR PUBLISHED REGULATIONS, THIS P~ ~ o ~ ~
. O,.• >;SSI ~ N FOR SURVEY IS SHOWN HEREQN; THAT THE BOUNDARIES ; pP p~.,,2 ~ DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPO ~R W
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE ; Q~", q ;y ; A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS OF PRECISION IS GREATER THAN 1:10,000; ~ s RAT10 $E,~~ DETERMINATION WAS MADE USING THE 1987 CORPS OF ENGINEERS 2
THAT THIS PLAT WAS PREPARED IN ACCORDANCE = WETLANDS DELINEATION MANUAL. 3 SITE
- AS AMENDED. WITNESS MY ORIGINAL x'3794 WITH G.S. 47 30 , R AND SEAL ~ ~.<9 ; ADOPTED FROM P.B. 25, PG. 129 ~ -i GRO
SIGNATURE, REGISTRATION NUMBE .,2~ 0; (NAME) = HILL RD a
THIS Z7~ ~ DAY OF ~`R+V UA~r ,2006. ' C~ ' • SURV • 5 ti• '0 ~ q (TITLE)
''J,I A.iii,i IIIli4 (DATE) l '~T
PROFESSIONAL LAND SURVEYOR (L-3794) ~0 C',~
~'0
MINIMUM BUILDING SETBACKS 2~
FRONT 50
REAR 25' ti
15' SIDE
r
N~ 01~ Q' 1 RALPH C &
MAE BLACKLEY ~G D.B. 660, PC. 297 0~/ N pV {~1C
~T N I P.B. 16, PG. 113 Q' 0fo~' H.M. B CKLEY PIN 1837-18-9113 J ~ / I CENTURA BANK TRUST i WU E ~ EDITH ADAMS ~
~ ~ Q D.B. 144, PG. 372 P' PIN 1637-29-0333 I I D.B. 625, PG. 785 P.B. 25, Pc. ,29 E~~~~~~~,~,e~1c~ ' CGEND:
NF ~ N~ 6 PIN ~ 6138-21-7481 ,~A"S A~ygC~"' LL. oEN~ p g501~
CHRYSTAL DANM BRENDA KAY PEACE ' ENGLEBRIGHT D.B. 712, PG. 426 PP I ~ EIP -EXISTING IRON PIPE
D.B. 864, PG. 928 PIN + 1837-28-2371 PIN 1837-28-3115 I EPK -EXISTING PK NAIL I NIP -NEW IRON PIPE SET
BARN FJP N 00'14'00" W 472.80' L- " ixMH PP R/W -RIGHT OF WAY
- - - - - - - - NIP O I CAN -CABLE TV BOX EB -ELECTRIC BOX
1185.23' a6 " ,ti N 02 47 57 N 0 ' TEL -TELEPHONE PEDESTAL
G I N~ EIP 24757 E 1108 74' PP _POWER POLE 06 OHL OVERHEAD LINE
N N1 coNTRa Lp - UGHT POLE
N/F STEVEN H ~ ~1 ~ z caRNER WM _ WATER METER
SHARON K LAZARZ M1~ ~ SOIL 1 , PATH D.B. 869, PG. 238 V _ W / NDS ~ m WV -WATER VALVE WETLA` cn CO -SEWER CLEAN-OUT
PIN ~I 1837-27-3396 EIP ~ ; ~ - 9, 9,831 sq.ft. ~
- 0. / , 0.226 AC. f
~ ~ ~ m NOTE:
° G~ I 1ao'rAR-PAMUCD THIS PROPERTY MAY BE SUBJECT TO
N'0 ry ~C ~ NEUSE RIVER RIPARIAN BUFFER RULES. CALL N.C. DIVISION OF WATER QUALITY TO
v 100' TAR-PAMUCO VERIFY (919-571-4700). MARIAN BUFFER
aC- ^ , NpF i
~ NIP
° A = 51.006 AC. D a TOTAL ARE , P N/F
° ~ - 0.480 AC. LESS R/W , • CENTURA BANK TRUST \ EDITH ADAMS
m~ REA - 50.526 AC. , NET A D.B. 825, PG. 785 ~ ; P.B. 25, PG. 129
N a ~ ~ \ PIN / 8138-21-7481
r°, ' WETLANDS , .
f AeaNDDNm , ~ , ~ 4,092 sq.ft,
TONE 100' TAR-PAMLICO RIPARIAN BUFFER ' 0.094 AC. ' TAR-PAMLICO _ MARIAN BUFFER . ~
caNTRa 1518.13' 00 • J \ NN
I CORNER NIP S 02 58'05" w 1338.00' N. S
1
~ S 03'33'15'1 r NIP
N/F \
JEFFREY 0. PREDDY 1 D.B. 622, PG. 285 N/F N/F
PIN ~ 1837-27-9965 AMANDA DIxON ~ LAURA CRABTREE A DIXON ~ CRABTREE
LINE TABLE D.B. 2003, Pc. 255 PIN ~ 1838-41-1723 ]3, PG. 255 ~ 138-41-1723 ~ _ /
LINE LENGTH BEARING
L-1 41.48' N 81'18'02' E
L-2 138.75' S 53'13'41' E
L-3 127.98' S 43'29'23' E
L-4 188.57' S 31'43'35' E L-5 280.90' S 38'14'14" E SURVEY FOR
L-6 42.30' N 0452'08' E S T N TM S N I M C
L-7 130.12' S 52'22'17' E
L-8 229.95' S 34'01'42" E OWNER: BLUE SKY TIMBER PROPERTIES, LLC
GRANVILLE COUNTY, NORTH CAROLINA L-9 134.19' N 38'18'59' W
I ,REVIEW OFFICER REF: D.B. 968, PG. 248
OF GRANVILLE COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION R~ TABLE
FFlXED MEETS ALL STATUTORY CU IS A BRASSFIELD TOWNSHIP
REQUITEMENTS FOR RECORDING. CURVE LENGTH RADIUS CHORD BEARING GRANVILLE COUNTY, NORTH CAROLINA
C- 1 233.02' 727.85' 232.03' S 43'12'00" E C- 2 194.54' 1486.65' 194.40' N 37'48'37' W
200 100 0 200 400 ~
N PATE REVIEW OFFICER
s ~ ; © S p ° 0 SCALE 1 =200
PRESENTED FOR REGISTRATION THIS_DAY OF 2005 AT O'CLOCK_M. AND I, MICHAEL A. M~ ,MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR N0. L-3794, CERTIFY
REGISTERED IN THE OFFICE OF REGISTER OF THAT THIS Pl THAT THIS PLAT IS OF A SURVEY OF AN EXISTING PARCEL OF LAND. ~ JANUARY 31, 2005 ~
W E DEEDS FOR GRANVILLE COUNTY, N.C. BOOK NO. ,PAGE ~
REGISTER OF DEEDS: MICHAEL I OR N0. L-3794 REVISED JANUARY 24, 2006 MICHAEL A. MOSS, PROFESSIONAL LAND SURVEY ~ Y
ZONED AR-40 m
PIN #1837-29-6048
556- 3148 7588 919 ST N.C. 2 WAKE FORE „
RS 239 EA SURVEYO IONAL LAND , . PROFESS ~ , .BOX 1253 VE. P.0 ST OWEN A 239 EA

I, MICHAEL A. MOSS, CERTIFY THAT THIS PLAT THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF
WAS DRAWN UNDER MY SUPERVISION FROM AN ~~111111~~~~ THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING OF ~ NG
ACTUAL SURVEY MADE UNDER MY SUPERVISION; ~ CA WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER THAT THE SOURCE OF INFORMATION FOR THE + ~,~,,,.~,,,,,~Q ~i ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS 4TER P~ ~
~ ~ 'i SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES FESS/ THERE IS A CHANGE IN THE LAW OR PUBLISHED REGULATIONS, THIS ~ ~ ~ ~
NOT SURVEYED ARE CLEARLY INDICATED• AT : ~4 ~ ' DE TH THE ; Q ; ; `1y s9 ~ TERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR GP D FOR ~ ~
RA110 OF PRECISION IS GREATER THAN 1:10,000; ~ ; - A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS THAT _ SEA' ~ DETERMI THIS PLAT WAS PREPARED IN ACCORDANCE NATION WAS MADE USING THE 1987 CORPS OF ENGINEERS
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL x`3794 WETLANDS DELINEATION MANUAL. 2
SIGNATURE, REGISTRATION NUMBER AND SEAL ~~9 2: %~i''•~0 0:~ NAME 3 SITE
THIS Z~I DAY OF ~°RwUp~e~ ,2006. % C~''•., SURV~'` ( ~ y o~; ADOPTED FROM P.B. 25, PG. 129 p D ~ JE dp6 _ ~~o
~'~,~F" , TITLE 6 2 r RD ~ ~ a HILL
~
PROFESSIONAL LAND SURVEYOR (L-3794) (DATE) ~,WP? ~p1F.~ C9 OEN ,aging ~ ~
~p
~ . ~
~'0 MINIMUM BUILDING SETBACKS
FRONT 50'
REAR 25' y
SIDE 15'
N/F Q
RALPH C ~
MAE BLACKLEY D.B. 660, PG. 297 ~J-`GO/
P.B. i6, PG. 113 v ~lfy PIN 1837-18-9113 ~ 0r0 N~ ' / J ~ / H. M. BLACKLEY ' N/F CENNRA BANK 1RU5T
+ / D.B. 144, PG. 372 O ~ PIN / 1837-29-D333 EDIT" ADAMS D.B. 825, PG. 785
N/F CHRYSTAL DAN41 N~ 6 / P.B. 25, PG. 129
ENGLEBRIGHT BRENDA KAY PEACE D.B. 864, PG. 928 D.B. 712, PG. 426 ' + ~'~~'-7~' LEGEND:
PIN 1837-26-3115 PIN / 1837-28-2371 ~ EIP -EXISTING IRON PIPE
FaP N 00'14'00" W 472.80' L- B'~ EPK -EXISTING PK NAIL
~ " 1xM NIP PP NIP -NEW IRON PIPE SET R/W -RIGHT OF WAY
I 1 ~'L 1185.23' aB CAN - CABLE N BOX
NU G N 02 47'57" N 0247' EB _ELECTRIC BOX 57 E _ TEL TELEPHONE PEDESTAL
a EIP N N1 1108,74' PP -POWER POLE oe OHL -OVERHEAD LINE
STEI~EN H do SHARON K LAZARZ ti~ SOIL co"'"ol' LP -LIGHT POLE
1 i~ D.B. 869, PG. 238 V PATH PIN 1837-27-3396 E~ ~ / ~ Z WM -WATER METER
WETLANDS ~ ~O WV -WATER VALVE
_ 9, / , 9,831 sq.ft. ~ CO -SEWER CLEAN-OUT 0.226 AC. ~ \ J
~ ~ ~ N
~A o' • NOTE:
~'0 ~C i 100 rAR-PAMUCO RIPARIAN ~1FFER THIS PROPERTY MAY BE SUBJECT TO
~W= °D C . . NEUSE RIVER RIPARIAN BUFFER RUU:S.
NpF i ~p v 106 Tip CALL N.C. DIVISION OF WATER QUALITY TO RPARUW BUFFER VERIFY (919-571-4700).
~ ~ O O -
P ~ TOTAL AREA - 51.006 AC.
NN LESS R/W - 0.480 AC. N/F
- a,s N NET AREA - 50.526 AC. CE"IURA BANK TRUST EDITN ADAMS
N,0? ~i ~ + D.B. 825, PG. 7B5 , P.B. 25, PG. 12B
N i * ~ . ' PIN + 8138-21-7481 ~ '
WETLANDS
ABANDONED TONE ®WELL 4,092 sq.ft. ~ ~ 0.094 AC.
100' TAR-PAIYJCO I CDNTRa 1518.13 RPARIAN BUFFER CORNER ~ 1 TAR-PAIYJCO - ' WIAN BUFFER
1 NP ~
1 SO 2'58 05 yy 1 , 338.00 p~
~ i ~ 1 . _ O, ~ J CAD POST
N/F - ~ ' S 03'33'15' ~ -r` _ . ~ ~ .
JEFFREY 0. PREDDY 1 ~i D.B. 622, PG. 285 \
PIN / 1837-27-9965 ~ 1 N ~ ~ ~
AMANDA DIXON ~ DIXON 8 ~RABTREE
UNE TABLE LAURA CRABTREE D.B. 2003, PG. 256 PMI ~ 1838-41-172J PG. 256 8-41-172J
UNE LENGTH BEARING L-1 41.48' N 81'18'02'
L-2 • 138.75 S 53'13 41 E
L-3 1 7.98' S 43'29'23' os-Igl
L-4 1 .57' S 31'43'3 '
L-5 280.90' S 38'14'14' E SURVEY FOR
L-6 42.30' N 04'5 ' L-7 .12' S 5 '17'
L-8 9.95' S 34'01'42' E N
GRANVILLE COUNTY, NORTH CAROLINA L-9 134.19' N 'I ' • W
I, ,REVIEW OFFICER OWNER: BLUE SKY TIMBER PROPERTIES, LLC
OF GRANVILLE COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION REF: D.B. 968, PG. 248
IS AFFIXED MEETS ALL STATUTORY CURVE TABLE
REQUITEMENTS FOR RECORDING. CURVE LENGTH RADIUS CHORD BEARING BRASSFIELD TOWNSHIP
C- 1 233.02' 7 7.85' 232.03' S '00' GRANVILLE COUNTY, NORTH CAROLINA
2 194.54' 1 .65' 194. N 3 '37'
N DATE REVIEW OFFICER 200 100 0 200 400 ~
PRESENTED FOR REGISTRATION THIS_DAY OF 2005 AT O'CLOCK_M. AND 3
REGISTERED IN THE OFFICE OF REGISTER OF I, MICHAEL A. MOS SCALE 1 "=200' MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR N0. L-3794, CERTIFY i
W E DEEDS FOR GRANVILLE COUNTY, N.C. 1HAT THIS PLAT THAT THIS PLAT IS OF A SURVEY OF AN EXISTING PARCEL OF LAND. ~
BOOK N0. ,PAGE REGISTER OF DEEDS: JANUARY 31, 2005 ~
MICHAEL A. MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR N0. L-3794 REVISED JANUARY 24, 2006
I~
S ZONED AR-40 Y S
PIN 1837-29-6048 m
. .PROFESSIONAL LAND SURVEYORS 239 EAS 239 EAST OWEN AVE. ~ P.O. BOX 1253: WAKE FOREST N.C. 27588 919 556-3148
- _ _

I, MICHAEL A. MOSS, CERTIFY THAT THIS PLAT THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFlES AS WATERS OF WAS DRAWN UNDER MY SUPERVISION FROM AN 11t111~~ THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING :RS OF JDING 0
ACTUAL SURVEY MADE UNDER MY SUPERVISION; ~~~~j1 C WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER WATER ~P ~O
THAT THE SOURCE OF INFOR ATI FOR THE ~~,,..,qR ~ ACT AS DETERM NED Y M ON ~ Q. ,,,~0 I B THE UNDERSIGNED ON THIS DATE. UNLESS SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES ~ po'''FFSS/ ''s~~ : THERE IS A CHANGE IN THE LAW OR PUBLISHED REGULATIONS, THIS S ~ ~ S GP o
~,0 , : 0 :,'~i ; DETERMINATION OF SECT10 NOT SURVEYED ARE CLEARLY INDICATED; THAT THE ~ ~ Q . , . '('y s9 ~ N 404 JURISDIC110N MAY BE RELIED UPON FOR M1 FOR ~ ~
RATIO OF PRECISION IS GREATER THAN 1:10,000; ~ ~ - A PERIOD NOT TO EXCEED FlVE YEARS FROM THIS DATE. THIS SE~'iL DETERMINATION WAS MADE USING 1HE 1987 CORPS OF ENGINEERS I-
THAT THIS PLAT WA5 PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL x'3794 i WETLANDS DELINEATION MANUAL. _
SIGNATURE REGISTRATION NUMBER AND SEAL ~<9 , 3 SITE
7~V / :ti0 G ~ ~ : (NAME) THIS Z~ DAY OF ~iO~UAR~ 2006. ~ C~ SURd~'' ADOPTED FROM P.B. 25, PG. 129 O J 0~
~~~,~F,. , 11TLE ,,J l A. ( ) ~ i RD ` a HILL

(DATE) PROFESSIONAL LAND SURVEYOR (L-3794) JAN 2 6 app qT
'~o
uENR ~ Ware car b1~itAN[tiSANDSTORM yp ALITY TER BRA Q
MINIMUM BUILDING SETBACKS
2
FRONT 50 ~
REAR 25' y
SIDE 15'
r'
N/F O RALPH C k
MAE BLACKLEY 0.8. 660, PG. 297 ~1_ `G9/
P.B. 16, PG. 113 Jry N ~0 ~ PIN # 1837-18-9113 J ~6 / H.Y. BLACKLEY ' N/F CENTURA BANK TRUST
~Q Q'~ / D.B. 144, PG. 372 EDITH ADAMS I D.B. 825, PG. 785
PIN # 1837-29-0333 ~ 1 N/F N~ 6 P.B. 25, PG. 129 PIN #8138-21-7481 LEGEND:
CHRYSTAL DAWN / ENGLEBRIGHT BRENDA KAY PEACE D.B. 712, PG. 426 l
0.8. 864, PG. 928 PIN 1837-28-2371 PP PIN # 1837-26-3115 # EIP -EXISTING IRON PIPE
FJP N 00`14'00" W 472,80' L- " 1XY eaRN EPK -EXISTING PK NAIL NIP -NEW IRON PIPE SET
NIP R/W -RIGHT OF WAY
1185.23' CAN - CABLE N BOX
oe , G N 02 47 5 EB -ELECTRIC BOX aB N 02'47'57° E TEL -TELEPHONE PEDESTAL
a DP 1108.74' oB PP _POWER POLE
N/F N 3~ STEVEN H do ~~~e Sql OHL OVERHEAD LINE carTRa LP -LIGHT POLE
SHARON K LAZARZ , ti D.B. 869, PG. 238 V~Ck PATH / _ I ~ z CORNER ~ ~ WM -WATER METER
PIN # 1837-27-3396 E~ ~ ~ _ _ WETLANDS m WV -WATER VALVE
9,831 sq.ft. ~ CO -SEWER CLEAN-OUT 0.226 AC. '
~ / a
pA G~ m • NOTE:
~'0~1 ~C i _ 100' TAR-PAMUCO I RIPARIAN BUFFER ~ THIS PROPERTY MAY BE SUBJECT TO
j~= v NEUSE RIVER RIPARIAN BUFFER RULES.
~C N c,F ~ ; - 100' TAR-PAMUCO--! CAII N.C. DIVISIOt'I OF WATER QUALITY TO ruPARUw BUFFER NERIfY (919-571-4700).
NIP 0 O ~ \
TOTAL AREA = 51.006 AC. v
NN - , LESS R W 0.480 AC. • N/F
~ „ NET AREA 50.526 AC. ~ - - : CENTURA BANK TRUST . EDITH ADAMS
N,CA, N ~ ~ , D.B. 825, PG. 785 ' P.B. 25, PG. 128
N ~ a , : ~ \ PIN / 8138-21-7481 . ~ l
, ; WETLANDS
ABANDONED TONE ®WELL • 4,092 sq.ft. _ ' ~ 0.094 AC.
CgJTROL 1518. 100' TAR-PAYUCO 13 RIPARIAN BUFFER 100' TAR-PAMUCO RIPARIAN BUFFER
CORNER NIP _ - 07 V ~
S 02'58'05' w 1338.00'
~ u. g ~ ~ J ~ C~QAR POST
1 ~ " N \ , . ~ ~ • ~ • • S 03'33'15 NIP \
JEFFREY 0. PREDDY 1 1 ~ • • ~
D.B. 622, PG. 285 PIN # 1837-27-9965 N/F N/F
AMANDA DIXON & LAURA GtABTREE 4NDA DIXON & 1RA CRABTREE
UNE TABLE D.B. 2oD3, PG. 255 PIN # 1838-41-1723 2003, PG. 255 ~ E 1836-41-1723
LINE LENGTH BEARING
L-1 41.48' N 81'18'0 '
L-2 1 .75' S 53'13'41' L-3 127.98' S 43'29'23' E
L-4 188.57' S 31'43'35' E
L-5 280,90' S 38'14'14' E SURVEY FOR
L-6 42.30' N 04'52'0 " E
L-7 130.12' S 52'22'17" E TS INVESTMEN &M
L-8 229.95' S 34'01'42' E GRANVILLE COUNTY, NORTH CAROLINA l-9 134.19' N 38'18'59' w
I, ,REVIEW OFFICER OWNER: BLUE SKY TIMBER PROPERTIES, LLC
OF GRANVILLE COUNTY, CERTIFY THAT THE REF: D.B. 968, PG. 248
MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY CURVE TABLE
REQUITEMENTS FOR RECORDING. CURVE LENGTH RADIUS CHORD BEARING BRASSFIELD TOWNSHIP
C- 1 233.02' 727.85' 232.03' S 43'12'00' E GRANVILLE COUNTY, NORTH CAROLINA
C- 2 194.54' 1488.65' 194.40' N 37'46'37' W
200 100 0 200 400 ~
N DATE REVIEW OFFICER I
PRESENTED FOR REGISTRATION THIS_DAY OF p f
2005 AT O'CLOCK_M, AND R -3794 CERTIFY SCALE ~ =2~~ ~ I, MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYO NO L °
REGISTERED IN THE OFFICE OF REGISTER OF I, MICHAEL A. E DEEDS FOR GRANVILLE COUNTY, N.C. THAT THIS Y OF AN EXISTING PARCEL OF LAND. ~ THAT THIS PLAT IS OF A SURVE ~
W BOOK N0. PAGE • JANUARY 31, 2005 ~
REGISTER OF DEEDS: MICHAEL MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR N0. L-3794 REVISED JANUARY 24, 2006
Y ZONED AR-40 S
PIN 1837-29-6048 m
. .PROFESSIONAL LAND SURVEYORS 239 E~ > 1 556-3148 FOREST N.C. 27588 9 9 OX 1253 WAKE AVE. P 0 B 239 EAST OWEN
- _ _

I, MICHAEL A. MOSS, CERTIFY THAT THIS PLAT THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF WAS DRAWN UNDER MY SUPERVISION FROM AN THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING
ACTUAL SURVEY MADE UNDER MY SUPERVISION; `~~~1111Lii1~f~~~~ WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ~N CAR ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DAIS. UNLESS PO 0 ~ ~
THAT THE SOURCE OF INFORMATION FOR THE Q. ,,,,,,,,,,,,,,0 SURVEY IS SHOWN HEREON• THAT THE BOUNDARIES ~ ESS/ ~ THERE IS A CHANGE IN THE LAW OR PUBLISHED REGULATIONS, THIS ~ ~ GP ~
4F O,y~;?i ; DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR NOT SURVEYED ARE CLEARLY INDICATED; THAT THE ~ QQ',.; - .y ;-y ~ ~
RAT1O OF PRECISION IS GREATER THAN 1:10,000; ~ : ~ A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS SE~iL _ DETERMINATION WAS MADE USING THE 1987 CORPS OF ENGINEERS
THAT THIS PLAT WAS PREPARED IN ACCORDANCE L-37 WETLANDS DELINEATION MANUAL. WITH G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAt 94 2 ~ SITE
SIGNATURE, REGISTRATION NUMBER AND SEAL ;~:9,y OQ;:' ADOPTED FROM P.B. 25, PG. 129 O
>a/ OS vEl,; G~,' (NAME) THIS Z5' DAY OF SAN UAk ,2006. , C~ UR ~j ,,,yq , , p,,, ~ GRp
Fl A. (TITLE) ~'~~iii~~ti~~~, = HILL RD a
' (DATE)
PROFESSIONAL LAND SURVEYOR (L-3794) 9~.
~0 t1~
~'0
MINIMUM BUILDING SETBACKS
FRONT 50'
REAR ti
SIDE
i)) ~ 2~Q~ NA ~ ~A ~
I `EFL aUp~.IYY
P~ N/F O . WAT p1ER tiENR a StOR~
RALPH C k ~ 1 I MAE BLACKLEY +k- W
D.B. 660, PC. 297 ~`~Gp~/ P.B. 16, PG. 113 ~/~r N~ N/F
I PIN # 1837-18-9113 J0?~6 H.M. BLACKLEY CENNRA BANK TRUST EDITH ADAMS
Q D.B. 144, PG. 372 P. G~ PIN / 1837-29-0333 1 N/F D.B. 825, PC. 785 .B. 25, P .129
CHRYSTAL DAYM1 N~ 6 / ~ 8,38 4B, ~ LEGEND:
ENGLfBRIGHT BRENDA KAY PEACE D.B. 712, PG. 426 ' D.B. 864, PG. 928 PIN 1837-28-2371 PP rM- _ EIP EXISTING IRON PIPE
PIN / 1837-28-3115 0 „ , BARN ' EPK -EXISTING PK NAIL
°P N 00'14 00 W 472.80 L- „ 1xM - - - - - - - - / PP NIP -NEW IRON PIPE SET R/W -RIGHT OF WAY
NIP ' CATV -CABLE TV BOX
~ ti 1185.23' 06 EB -ELECTRIC BOX
1 v ~ NO' " I G 24757 E N EIP '47'57" E TEL -TELEPHONE PEDESTAL _ 1108,74 ~B PP _POWER POLE
N~ N 1 - OHL OVERHEAD LINE coNma LP -LIGHT POLE
STEVEN H do 9 SHARON K LAZARZ ti~ SOIL ~„~.-l""-1` ~ Z CORNER ~ ~ WM -WATER METER
D.B. 869 PG. 238 , i~ PA1H ` C PIN ~ 1837-27-3396 V' ~ ~ WETLAND.. EIP ` WETLANDS m WV -WATER VALVE
9,831 sq.i 1 9 831 s .ft. ~ CO -SEWER CLEAN-OUT
_ . - ' 0.226 AC. i~ . 26 AC. 02
~A G' m
N'O~ Tom' • NOTE: 1'u:-Pauoo THIS PROPERTY MAY BE SUBJECT TO
~ C 7 ~ RIPARIM .+Q1= , RIPARIAN BUFFER NEUSE RIVER RIPARIAN BUFFER RULES.
~Cr Nnr i 1ao' rAR-PAMUCO CALL N.C. DIVISION OF WATER QUALITY TO
~p v ~ NIP ` ~ , ~ RIPARIAN BUFFER ` VERIFY (919-571-4700).
~O = 51.006 AC. TOTAL AREA
o SL
NN LESS R W - 0.480 AC. _ • N/F CENTURA BANK TRUST
NET AREA - 50.526 AC. X01 N N cn \ EDITH ADAMS ~ ~ D.B. 825, PG. 785
N + ti P.B. 25, PG. 129 ~ PIN f 8138-21-7481
f . ~ WETLANDS
ABANOaNm . ~ 4,092 sq.ft. ~ '
TONE WELL ® 100' TAR-PAMUCO BOO _ 0.094 AC. ER
I coNma 1518.13' R~APoAH CORNER NIP m
S 02'58'05" W , N p
1338,00 U. S . J ~ Cl•DAR POST
1 . ~ • • ~ S 03 33'15" NIP \
JEFFREY 0. PREDDY 1 \
D.B. 622, PG. 285 PIN / 1837-27-9965 N/F
1 AMANDA DIXON ~ LAURA CRABIREE
LINE TABLE D.B. 2003, PG. 255 PIN # 1638-41-1723 s ~
LINE LENGTH BEARING L ~ - ~
L-1 41.48' N 81'18'02' E
L-2 138.75' S 53'13'41' E
L-3 127.96' S 43'29'23` E L-4 188.57' S 31'43'35' E
L-5 280.90' S 38'14'14' E SURVEY FOR
L-6 42.30' N 04'52'08" E
L-7 130.12' S 52'22'17' E N I M C&
L-8 229.95' S 34'01'42' E
GRANVILLE COUNTY, NORTH CAROLINA L-9 134.19' N 38'18'59' W I, ,REVIEW OFFICER OWNER: BLUE SKY TIMBER PROPERTIES, LLC
OF GRANVILLE COUNTY, CERTIFY THAT THE REF: D.B. 968, PG. 248
MAP OR PLAT TO WHICH THIS CERTIFICATION
IS AFFIXED MEETS ALL STATUTORY CURVE TABLE REQUITEMENTS FOR RECORDING. CURVE LENGTH RADIUS CHORD BEARING BRASSFIELD TOWNSHIP
C- 1 233.02' 727.85' 232.03' S 43'12'00" E GRANVILLE COUNTY, NORTH CAROLINA
C- 2 194.54' 1486.65' 194.40' N 37'46'37' W
200 100 0 200 400 ~
N DATE REVIEW OFFICER
PRESENTED FOR REGISTRATION THIS_DAY OF ~ ~ g
2005 AT O'CLOCK_M. AND CALE 1 "=200' N SURVEYOR N0. L-3794 CERT1FY S o . A. MOSS, PROFESSIONAL LAND
REGISTERED IN THE OFFICE OF REGISTER OF I, MICHAEL A. MOSS, PROI E DEEDS FOR GRANVILLE COUNTY, N.C. THAT THIS PLAT IS OF HIS PLAT IS OF A SURVEY OF AN EXISTING PARCEL OF LAND. ~
W BOOK NO. ,PAGE • JANUARY 31, 2005 ~
REGISTER OF DEEDS: MICHAEL A. MOSS, HAEL A. MOSS, PROFESSIONAL LAND SURVEYOR N0. L-3794 REVISED JANUARY 24, 2006
0 ZONED AR-40
PIN 1837-29-6048 m
NAL LAND SURVEYORS 239 EAST 0~ . PROFESSIO > > FOREST N.C. 27588 919 556-3148 N A P.O. BOX 1253 WAKE EAST OWE VE

tS OF -l
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WATERS OF I, MICHAEL A. MOSS, CERTIFY THAT THIS PLAT THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING DING PO 0
WAS DRAWN UNDER MY SUPERVISION FROM AN `tj111111~/~~~ WETLANDS, REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER WATER ~ Q~
ACTUAL SURVEY MADE UNDER MY SUPERVISION; ~`~~'(N CAR ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THAT THE SOURCE OF INFORMATION FOR THE Q`~,,.~~~~~~~~.,,,~ THERE IS A CHANGE IN THE LAW OR PUBLISHED REGULATIONS, THIS ~ v ~ GP ~ ~
O.~' ESS • SURVEY IS SHOWN HEREON; THAT THE BOUNDARIES ; OF lpti,,'j ~ DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR I FOR W _H
NOT SURVEYED ARE CLEARLY INDICATED; THAT THE ~ ; Q~`-<;`'-, q :9 ; A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS I
0 OF PRECISION IS GREATER THAN 1;10,000; ~ RATI ~ DETERMINATION WAS MADE USING THE 1987 CORPS OF ENGINEERS THAT THIS PLAT WAS PREPARED IN ACCORDANCE = ~ WETLANDS DELINEATION MANUAL. SITE
S AMENDED. WITNESS MY ORIGINAL 's,, L'3794 WITH G.S. 47-30 A ADOPTED FROM P.B. 25, PG. 129 ~ ~o
AND SEAL '~9 Q,.. SIGNATURE, REGISTRATION NUMBER 0,: (NAME) 7Jil • / SURV~, , _ ILL RD
THIS ZI DAY OF O`l~~A~r ,2006. ,C~ ' 5~ y ~ O ` T1TLE) a H
,,,<<C A.~4,, 9T
(DATE) ~0
PROFESSIONAL LAND SURVEYOR (L-3794)
'~o
MINIMUM BUILDING SETBACKS
, Z~ FRONT 50
REAR 25' ti
SIDE 15
N/F 0
RALPH C k BLACKLEY MAE G N~ tt'j'y r u" t
D.B. 680, PG. 297 ~ P.B. 16, PG. 113 ~ 06ry N/F ~ CENIURA BANK TRUST ~ ~E . ; .v:s EDITH ADAMS ~ ,
PIN } 1837-18-9113 ~ J ~ H.M. BLACK ~ Q D.B. 144, PG. 372 PIN ~ 1837-29-0333 D.B. 825, PC. 785
`7' N/F ~p~ IrPi.B. zs~~~i+et JAN 2 ~ 1.0136 LE6EN~: P t
N/F / CHRYSTAL DAYM BRENDA KAY PEACE ENGLEBRIGHT D.B. 112, PG. 426 pp
D.B. 864, PG. 928 PIN / 1837-28-2371 PIN 1837-28-3115 I OENR-WATERUunG~(~ EIP -EXISTING IRON PIPE }IyETl,ppp$ANOSTORMWATERBW~•iGt: EPK -EXISTING PK NAIL
I NIP -NEW IRON PIPE SET R/W -RIGHT OF WAY
E1P BARN N 00'14'00" W 472.80' L- " txMH PP - - - - - - - - I CAN - CABLE N BOX
NIP O I 1185.23' oB • EB -ELECTRIC BOX
,ti N 0247'5 G 7B TEL -TELEPHONE PEDESTAL N 0247'57 E PP -POWER POLE _ 1108.74'
ElP a oB OHL -OVERHEAD LINE coNTRa LP - LJGHT POLE
~a1 \ Z caRNER WM -WATER METER
STEVEN H ~ ~1 / 13 SHARON K LAZARZ M1~ ~ 4~ SqL 1 , PATH / WV -WATER VALVE
D.B. 869, PC. 238 V _ PIN / 1637-27-3396 ~ WETUWDS CO -SEWER CLEAN-OUT 1 s .ft. 9,83 q
/ 0.226 AC. i q s
Q ~ NOTE:
C1 ~ 7N O"p G tar T~_pµt~0 =ELLS PROPERTY MAY BE SUBJECT TO
N ro` f~i RPARIIW BIFFER NEUSE RIVER RIPARIAN BUFFER RULES.
~C ~ V CALL N.C. DIVISION OF WATER QUAl1TY TO loot TAR-pwuoo V~IFy (919-571-4700).
~C ~ ~
NSF , ~ m ~ ~ Aa .
~ TOTAL AREA = 51.006 AC.
g N LESS R - 0.480 AC. N/F • CENTURA BANK TRUST
NET AREA = 50.526 AC. EDITH ADAMS \ D.B. 825, PG. 785
N ~ OD S N,O? N ~ ; P.B. 25, PG 129 PIN #8138-21-7481
N + ;
f WETLANDS , . 4,092 sq.ft. • '
ABANDONED 0.094 AC. 100' TAR-PAMIJCO •
TONE NEIL 100' TAR-PAMLICO ® RPARIAM BUFFER RPARIAM BUFFER ~
coNTRa 1518.13' 1 I CORNER NIP _ p
1 S Q2~58'05" W 1338.00' 1 8
CAD POST . / . , . NIP 1 / S 03315 DIY . .
1 ~ f . T \
N/F V' ,EFFREY 0. pREDOY 1-
0.B. 622, PG. 285 N/F PW ~ 1837-27-9965 AMAIgA DIxON do N/F iA1gA DIXON do
1 LAURA CRABTREE 1URA CRABTREE
UNE TABLE o.B. zoo3, PG. z55 PIN f 1838-41-1723 ~ 2003, PG. 255 f 1838-41-1723 L.
UNE LENGTH BEARWG .
L-1 4.48' 1'1 L-2 1 75' 73' 1'
L-3 127.98' 4379'
L-4 188.57' 1' SURVEY FOR
L-5 280.90' S '14'1 '
L-6 42.30' N 04 ' M
L-7 130.1 ' '17' L-8 229.95' '4
WNER: BLUE SKY TIMBER PROPERTIES, LLC 0
RANVILLE COUNTY, NORTH CAROLINA L-9 134.19' N ' G I ,RENEW OFFICER
OF GRANVIILE COUNTY, CERTIFY THAT THE REF: D.B. 968, PG. 248
MAP OR PLAT TO WHICH THIS CERTIFICATION BLE BRASSFIELD TOWNSHIP
ALL STATUTORY CURVE TA IS AFFlXED MEETS
REQUITEMENTS FOR RECORDING. CURVE U]~IGTH RADIUS CHORD BEARING C- 1 727. ~ " E GRANVILLE COUNTY, NORTH CAROLINA
200 100 0 200 400 ~
DAIS REVIEW OFFICER 0
PRESENTED FOR REGiSTRAl10N THIS_DAY OF SCALE 1 "=200' o
2005 AT O'CLOCK_M. AND I, MICHAEL P I MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR N0. L-3794, CERTIFY < , d
REGISTERED IN THE OFFICE OF REGISTER OF THAT IHI`. THAT THIS PLAT IS OF A SURVEY OF AN EXISTING PARCEL OF LAND. ~ JANUARY 31, 2005 I
E DEEDS FOR GRANVILLE COUNTY, N.C. BOOK N0. ,PAGE _ 4 REVISED JANUARY 24, 2006 ~
REGISTER OF DEEDS: MICHA MICHAEL A. MOSS, PROFESSIONAL LAND SURVEYOR N0. L 379 Y
ZONED AR-40 $ m
PIN 1837-29-6048
-3148 556 8 919 . 2758 ST N.C FORE „ WAKE 1253 0. BOX VE. P.
239 F YOBS URVE L LANDS FESSIONA . .PRO NA OWE EAST S 239
> >
- _ _

9
I i~ ~ ,
~ I I ii,
i~~~
wEnAN~ , \ AN i/ i
20 DR AGE EASEMENT i.~ i ~i

r. ~ I~1
1 I
/ it
1 I
II
~ TEMPORARY AVERSION d TO BE ~ WSTALLED dJRING CaiSTR Cnai OF / I I
~ PPE dTCH TO 8E LNED rani I I
~ PLASTIC TO PREVENT ER ON, AND 1 ~ dMENSXXIED NOTED. I~I
STREAM CHANNEL DISTURBANCE = 148.64 L.F. ~ I \f ~ ~ /
- v I PORARY ~ » TAR-PAMLICO RIPARIAN BUFFER ZONE 1 - 4,762 S.F. ~ T 18+00 100 LF Q+ 48 RCP WITH HEADWALL / ?~.i
TAR-PAMLICO RIPARIAN BUFFER ZONE 2 = 8,898 S.F. I I q Da = 20.38 AC. ~ I ~
WETLANDS = 1,325 S.F. ( ~ 23' x 12' x 4' Oto=57.52cfs Hw=3.68' ~ ` Q25=61.12cfs Hw=3.84' C ~ II
~R~PARI~AN SILT FENCE ~ 0100=71,90cfs Hw=4.24'
ALONG TOE ~ TEMPORARY pp~NAAI f~ OF SLOPE ~ ~ ~ ~ uMITS of DISTURBED AREA ,,~wdUTE LNA15 OF TEMPORARY
SEDIMENT EASEMENT ~ UI~TS OF EASEMENT LIMITS OF PIT / 2 / yY,OpE dSTURBED AREA DISTURBED AREA SEDIMENT
OMITS ~ 24 % 13 X 4' dSTURBED AREA PIT ~ 5 CONSTRUCTED fMANNEL 28' x i#' X 4' ~ ,
/ ~ - • , ~ +--{GRASS =GRASS DITCH RIPRAP OR E~N1AL -
FlU. SLOPE ~ - - -
4 P-R GUARD RAIL 2' 22+00 23+00 23+29.19 _ ~ 21+00 - - \
1 00 19+00 20 ----_.1--- - - ~I - I
+DO 16+00 17+00 15 . \
GUARD RAIL _ -GRASS DI -~---CRASS TD~ - - - - - - - - - ~
M E 2G ORANAGE EASEMENT
OMITS OF
~ lEliORARY DRAINAGE DLSNRBm AREA INSTALL CHECK
OMITS OF SLOPE dt ~ 9EDI~NT EASEMENT DISTURBED AREA dtANtAOE ` .OMITS OF P~ t ~ DAMS IN ALL 2G,G' SEDIMENT \ DITCHES AS ~ BASN MAINTENANCE
EASEMENT TEMPORARY ~ SILT FENCE FlLL SLOPE ~ X 12' X 4' SEDIMENT OMITS NECESSARY LNiTS OF EASEMENT DISTURBED AREA \
PIT / 1 LL SLOPE ALONG TOE RP-RAP ENERGY DNSPATOR 24 x 13 x 4' OF SLOPE ~Dnl¦12' I
22' MNdNUM 1HIdcNESs ' ~ » / ` NCDOT CLASS 1 13' STONE
\ \ ~ 1
I I _ s2.GD' I
~ (
I , ~ I
~
~ ~ - . i
' / ~ \ '
` WETLANDS ~ , I \
~ ~
l ~ / ' I ~ ~ ( i ~ _ ~ L
HIGH POINT ELEV = 412.39 ,,;r• . _
HIGH POINT STA = 13+68.54 -4 ~ DEacN DATA: PYI STA = 14+50 {ARE GR Da-2a3e Ac. DESN;N DATA: t
PV1 ELEV = 416.25 _e.a Q1O¦57.s2 ch Da¦2G.38 AC. QTO¦57.52 ch
L•loo.oo' A.D. _ -14.59 sLaPE-3.~sz L¦100.00' SLOPE¦3,75%
K = 20.56 vlD¦t5.82 rp~ NtSTAII PLASTIC UNER V10¦15.82 (pt 1C IINER
T.or aD' a: APPROVED EQUAL 300.00' VC ~ EQUAL
LOW POINT ELEV =386.23 CLEAN wAmt BY--Pass CHIWNEI coNSTRUCTIDN sPEaFlCATaNs ~ECF%',A1N)ILS NNEL
LOW POINT STA = 18+33.34 SEED ~ STABUZE: aFaW WAIER dVERSION CHANlF7. IMMEDIATELY UPON Ca1STRUCnON OF CHANNEL
PVI STA = 18+00 usE NAG G3so u~aNG Fat CHANNEL sTABIUZanoN. ioN HIGH POINT ELEV =401.54 HIGH POINT STA = 21+89.22
c PVI ELEV = 376.85 + N A.D. = 19.30 PVI STA = 21+75
M ~ K=20.73 PVI ELEV =407.00
rn w I A.D. _ -14.69 K = 20.43
~ ~ 40OA0 VC m m I I
300.00 vc HORIZONTAL SCALE 1 =50
r VERTICAL SCALE 1 "=10'
Kf
N ~ N O
r' M ~ ~ N Os 1 M Qnj
O MI + d' N rq
Oy m + ~ N M o ~ I r- - U U
N M U U I W W I ~ .
> > 0] W 1 L •
` W W
\ , 50' RIGHT OF WAY
S~
` ` ' 20' PAVEMENT 6' 6' 8
SHDULDER SHOULDER DITCH
~ ~ i' PER FT. I 1' PER ~
~I
v~ LOCAL RESIDENTIAL Y SFe.Sa
~ ~ SUPERPAVE ASPHALT Mlx
~ , e• ABc
r
\ ~
i i
, ~
~ i ~ i
~ ~ PROFILE LEG ND E
1 -------------------EXISTING GROUND CL
I ~
L~ - - -EXISTING GROUND RIGHT
EXISTING GROUND LEFT
18+00 100' LF ®48" RCP WITH HEADWALL INV IN = 365.50'
INV OUT = 361.75' FINISHED GRADE CL
SLOPE = 3.75 TOP OF ASPHALT
DATUA! ELEV
960.00
~M sorfDi o~ n~ °°o, ai°n ~M -M ~rn 7°m ~pOp OD
C'4 C-4 c; nn 00t- app' 0~ 9ito - t0 Lo 0,0) 0 00 N0 X00 Obi MM gM gg ~.r g0 a, M
M~ MM MM Mn 00 MW MM MM M~ M MM d' d M
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
P.C. PROFESSIONAL LAND SURVEYORS 2,39 EAST OWEN AVE. P.O. BOX 1253, WAKE F( HAKE FOREST N.C. 27587, [phone] SHEET 2

NOTES I HEREBY CERTIFY THAT APPF OVAL WAS GRANTED TO THIS MAJOR PO 0
1) ALL NEW ROADS WILL BE BUILT TO PRELIMINARY PLAT BY THE GF'ANVILLE COUNTY PLANNING BOARD AT iIS MAJOR ~ Q- ~ ~ BOARD AT GP p
THEIR MEETING ON THIS MAJOR PRELIMINARY N.C. D.O.T. SPECIFICATIONS AND P ~ELIMINARY ~
LAT SHALL EXPIRE TWO (2) YEARS FROM THE APPROVAL DATE. DESIGNATED AS PUBLIC. 4L DATE. W
2) ALL LOTS WILL HAVE INDIVIDUAL _ ~ SITE Ro
WELLS AND INDIVIDUAL SEPTIC ~+zA L c ~I- o r ~ EO
TANKS. r QR ADOPTED FROM P,B. 25, PG. 129 a
3) ALL LOT AREAS ARE GREATER THAN I ~
OR EQUAL TO 40,000 SQUARE FEET, r (9 r
4) THE HOMES ON LOTS 36 8c 42 MUST FACE ~ r
YEARGIN CIRCLE. / I
/ / 5) THE HOME ON LOT 1 MUST FACE BROOKSDALE DRIVE. r ~0
r MINIMUM BUILDING SETBACKS r N~ ~
/ P~ / 0 ~ era / THIS PROPERTY MAY BE SUBJECT TO FRONT 50' ~
/ ~ ~ ~G r TAR- ~ ~ r PAMLICO RIVER RIPARIAN BUFFER RULES. REAR 25 CALL N.C. DIVISION OF WATER A I
/ 0~/ r qu L TY To SIDE 15 VERIFY (919-571-4700), ~
/ J/ ~,Q r ~ 1
N~ / ~0/
RALPH C ~ / / / MAE BLACKLEY /
D.B. 880, PG, 297 / / P.B, 18, P& 113 / I
PIN f 1837-18-9113 N~ ,Q r
/ H.M. BLACKIEY S / / D.B. 144 PG. 371 ~ 9~ ~ s r LEGEND: .9 r N
PIN /1835-29-0333 N ~ N r CENTURA eANK TRUST EIP -EXISTING IRON PIPE
~ T ~ rn _ ~r N EUI1H AoAMS EPK -EXISTING PK NAIL ~ r D.8.8 P0. 785
1 BRENDA KAY PEACE / / / ~ _ _ 'j" - _ _ N I D.B. 711. PG, 418 / / / 1 I _ _ _ I -T' _ _ _ - - r ~ -NEW IRON PIPE SET
1 CHRY5TA~1. DAWN I PIN / 1837-28-23 / / / I r _ _ _ I T _ _ _ - / / I ~I( 1 P.B. 25, PG. tee R/W -RIGHT OF WAY p s 38-21 7481 CAN - CABLE N BOX
1 EN(11EB18GHT I / I ~ r _ I ~ D.B. 884, PG. 918 ~ , / / I I I I I ~ I r _ _ ' ~ _ m - r EB -ELECTRIC BOX r TEL -TELEPHONE PEDESTAL
1 PIN / 1837-28-3115 I / , / / I I I I I ~ i ~ I T~ _ 1 1 I I i t I 1 r--_ N 04~.~„ r PP -POWER POLE
I / / / I I I I 1 1 I I I i I r___ 7Jl%-rtiTr~ 1 / / i I I I I I I I I I ~ I r-__ d// I / / J I I i I , T)- N 02.4787• E OHL -OVERHEAD UNE
1 / / / i I I I III I I I I ' I / / I I I I I I ~ I' r rrr/ r 7 LP -LIGHT P . rrr OLE 'I''!r % r r r ~ WM -WATER METER
1 / / / ~ III III I I I I I ; / / ~ / I I 3 4 III III I ' I I I ' : ' / I /,rrr r, _ _ _ r r _ llo,or naor WV -WATER VALVE
1 / .,,~I III 5 III I III I Ii I~/;/ / / / III I i I I I I i y ~ I I I I I r/ J / _ 110.01 1 , I I !r , r , r ~r /'~1 ~ ~ - - ~ ~ _ _ _ oe,er 14752' 1108.74 CO -SEWER CLEAN-OUT
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/ / / , \ , , r ~ /r/ , , ,~'/,r I ; ~ / ~ I III i I I , t r r'~ r, I I I ~ 05,177 sq,ft. I i t / 81,374 sq,ft. I ~I I, I I I rr I I 2.415 AC. . ~
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\ I , / I I /i I 1.093 AC. , rr r r I I r - r" - I I I I I t 1r r rr a 151,959 sq.ft. r, !.~?I I I I I I i r l r !,r',, I m
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1 N/F I 1• ~ \ ~ a ' S 03'3315
JEFFREY 0. PREDDY I
D.B. 622, PG. 285 PIN / 1837-27-8985 I ,
1 N/F ~ ~ \ AMANDA DIXON ~ ~ ~ ~ \
I 1 LAURA CRABTREE y ~ \ D.& 2003, PG 255 ~i `
I 1 ~ N ^ PMI ~ 1838-41-1723 \
y ~ ~u N \ y to \
I 2e Q Q ~ 1 a~ ~ LEGEND:
TOTAL AREA = 21.578 AC. a z a as I
~ TO BE SUBDIVIDED EIP -EXISTING IRON PIPE ~ EPK - EXISTNG PK NAIL ~
1 ©S-lg NIP -NEW IRON PIP T ~ - _ _ ESE _
LESS R W = 1.021 AC. R/W -RIGHT OF WAY CAN - CABLE N BOX
EB -ELECTRIC BOX
TEL -TELEPHONE PEDESTAL
NET AREA = 20.557 AC. OWNER DEVELOPER: PP - PowER POLE OHL -OVERHEAD LINE
C&M INVESTMENTS LP -LIGHT POLE
TOTAL LOTS = 15 650 JOHN SANDLING ROAD ~ -WATER METER FRANKLINTON NC 27525 WV -WATER VALVE
[phone] CO -SEWER CLEAN-OUT
UNSUITABLE SOILS AREA PRE IMI
AVERAGE LOT SIZE = 1.370 AC. L NARY SUBDIVISION PLAN FOR
BROOKSD ALE SUBDIVISION
TOTAL ROAD LENGTH 779'
PHASE 2
PROPOSED USE - RESIDENTIAL SINGLE OWNER: BLUE SKY TIMBER PROPERTIES, lLC
FAMILY SUBDIVISION REF: D.B. 968, PG. 248
TOTAL DISTURBED AREA 1.5 AC. BRASSFIELD TOWNSHIP
GRANVILLE COUNTY, NORTH CAROLINA
100 50 0 100 200
SCALE 1"=100'
JANUARY 31, 2005 ~
ZONED AR-40
CAWTHORNE, MOSS BC PANCIERA, P. C. PROFESSIONAL LAND SURVEYORS, 2,39 EAST OWEN AVE., P.O. BOX, 1253, WAKE FOREST, PIN #1837-29-6048
FOREST, N.C., 27587, [phone] SHEET 1