20030835 Ver 1_Complete File_20030715

01 11?6) '-4 a

r
•I +?
a.?naf

i
{ t

r
A ,
r
.
,

Cem
}
( ,tl
lti
l f e f '
I
;l j
1
t I
? f
yfir ,
I
i '
ti

I
??
' i
f I ? ; ?
t
?...,? - ? .,J,r It •. .,
- - r //( r.
1
3
t! t b
31 i
. i

4'

•
1

,
4
t ? 4 e
ti
r

•
`030885
CIO

?

s k -

Ila
r
:
- '- r 1 t
4:
f
),
- Y

p ` l

?
_ -t

?t

t
1
C
y
. _ C
L

i

Name: CLAYTON Location: 035° 39'53.4" N 078° 23102.7" W
Date: 9/11/103 Caption: 030835 4
0
.
Scale: 1 inch equals 1000 feet
Copyright (C) 1997, Maptech, Inc.
?pF W A T?cRQG
01
A ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 15, 2003
DWQ # 03-0835
Johnston County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Royal Flush Development, LLC
Attn: Terry Coats
2378-H NC 42 West
Clayton, NC 27520
Subject Property: Plantation Point, Phase III located off of the Neuse River Parkway
Dear Mr. Coats:
On July 7, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill waters for the purpose of a road crossing in Johnston County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ #
listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can
begin to determine your projects' compliance with 15A NCAC 2H .0500.
Please indicate on your plans how the crossing will comply with Condition 11 of GC 3404.
. Please telephone Bob Zarzecki at 919-733-9726 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing or by fax at [phone] within three (3) weeks we will assume you no longer want
to pursue the project and will consider it withdrawn.
Sincerely,
R. Dorney
40 Water Quali Ce fication Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Neal Floyd, Neal Floyd & Associates, 7908 Audubon Drive, Raleigh, NC 27615

NCDENR
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
Customer Service #: 1-877-623-6748
J -7/-3I03
A) ?
03035
DLJQ
JUL 0 7 2003
R YVATEROUALiTYSE ION
PAYMENT
RE EI VED
V.,? vanm., Ada?,,N? 6NN?A
o- zovNsQs\la*ft/l
0?- C11- 0 4
z
t?SStb i
P .
rM

T
Office Use Only: ® a-8 siun Aprit 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
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
Section 10 Permit
[J 401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: 11
IL Applicant Information
1. Owner/Applicant Information
Name: O-1 F16-sh bweAo m-P-L LL -- ?,0-1 ( CQ
Mailing Address: 93 7 -" 0C, 4
r^ N: 2'1520
Telephbne?'Nurral e f I?5?? 233 3 l?ax Number.
EE4,,60,, ddt?ot > ...
?.,; A?ertlRtlnfdi?rtattvrt (A signed and dated :campy of the Agent: Authorization letter rust be
alf?a014if the A;g tilt. 'sjgoatbry abthotity for the owner/applicant.)
N; me
Mall it Add"re" D:.S ri .
1"elgplivne Wtiobet Fax Ntin*er:
d3g5
y Addritt
'ag+:3 of 12
111. 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 'l I 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:

2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): I ( ag- 37 -(a'Z3q
4
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
UA 6.
7. Property size (acres): `a 17 gCfg4
8. Nearest body of water (stream/river/sound/ocean/lake): N ev p- Rwer
9. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins- The
River Basin map is available at http:/fh2o.enr.state.nc.us/adniin/maps/.)
Page 4 of 12
Location
County: „ >V\AG*on Nearest Town:
Subdivision name (include phase/lot number): -PLaWJ 0 a°,A ? -- .p?t?S+?-
10. Describe the purpose of the proposed work: r r)OA C,.ro S+
st?..bd % V l S? m
1 I .List the type of equipment to be used to construct the project: S+A - i-00 cal b O-CU&9
e-Cl VI-kPrev2.
12. Describe the land use in the vicinity of this project: W
r-
I V.
V
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
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 ft s work from the current
application: 2- Moft GrOSStt-ct S © + . f'? tac? '? cLv? huAer o v\ Sp-ow
dtl-
V1. 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
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
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*

110 -"
Wow c? ?+?a t

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing. grading. fill.
excavation- flooding. ditching/drainage, etc_ For dams, separately list impacts due to both structure and flooding.
'• 100-Year (loodplains are identified through the Federal Emergency Management Agency's (FF.MA) Flood Insurance Rate Nlaps
(FIRfvt), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616. or
online at
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh. forested wetland. bearer pond-
Carolina Bay. bog. etc.) ,
.4 ??ofe- to 50 ??pwtan ?',? 0-1l
List the total acreage (estimated) of existing wetlands on the property: 5aG P°r'c S J
Total area of wetland impact proposed: 30 01cfe5 `
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
S C.fos 1

List each impact separately and identify temporary impacts. Impacts include, but are not limited to_ culvens and associated rip-rap.
dams (separately list.impacts due to both structure and flooding), relocation (include linear feet before and after. and net loss/gain).
stabilization activities (cement wall. rip-rap, crib wall. gabions_ etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name. list as UT (unnamed tributaryj 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
?"+??.u>g;.ao?. Several internet sites also allow direct download and printing of USGS maps (e.g..
t?ti??t.nrtpUu?st.runt,etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 14(9
Page 6 of 12
I Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Nam
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

I

t.ist each impact separately and identity temporary impacts. Impacts include, not are not limited to: tut. excaxatum..iredging.
iloodine. drainaee. 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 n stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond.
local stormwater requirement, etc.):
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.

Page 7 of 12 -
V111. 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
littp://ii2o.enr.state.nc.us/ncwetIands/strm?-,ide.litml.
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 NC WRY 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 htt 'h?o.enrstate.itr.us.??r irnie?.hun. 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 (NEP,\iSI:P:\)9
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 it
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.
.0233
Will the project impact protected riparian buffers identified within 15A NCAC 213
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), I5A NCAC 213 .0250 (Randleman Rules and
Water Supply B fer Requirements), or other (please identify )-'
Yes No If *you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone' Impact Multiplier Required
(square feet) Mitigation
I to S 1: 3
L2 34 aF 1.5
Total S?
' Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I.
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 I5A NCAC 213.0242 or-.0260.
Xl. Stormwater (DWQ Only)
4
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.
t,.bli t,. ?.-
I
X111. Violations (DWQ Only)
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 F] No 4 .
Page 10 of 12
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 oroneriv
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 lredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Parton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville. NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
.Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
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
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
'Croatan National Forest Onlv
Page I I of 12
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
Raleieh,NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washineion
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 Surly
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
71
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RALEIGH REGIONAL OFFICE
NODE; 'R
January 2, 2001
JAroe UNT .. R _'Jerry Dalton
G ovoRS' 1 446 East Main Street
Clayton, N.C. 27520
A-• f Subject: Neuse River Basin
sE R 4w Y Riparian Buffer Rules
"'•; 3 Plantation Point Phase 3 Tract
NBRRO 00-354
-A
Johnston County
a Dear Mr. Dalton:
?y ?The information that was received by the Raleigh Regional Office on
December 29, 2000 has been reviewed. The plat map and other information
q'i was provided to allow a determination to be made as to whether or not the
site would require compliance with the Neuse Buffer Rule. This specific
project is referenced by the Raleigh Regional Office as NBRRO 00-354.
IThe features represented on the Johnston Soils map and the Clayton USGS
.' ,A Quad map. Three streams are depicted on the maps that are subject to the
Neuse River Basin: Nutrient Sensitive Waters Management Strategy;
N'- Protection and Maintenance of Existing Riparian Areas, Administrative
Code T15A:02B.0233 (NCAC 0233). These features, the required fifty foot
. buffer and three anticipated crossing are detailed on the plat map
received by this Office January 2, 2001.
1 This letter addresses only the applicability of the Neuse Buffer Rules.
v- For information relative to the Wetlands 401/404 issues, please contact
f1 !< Mr. John Dorney at 919-733-1786. Thank you for your attention to this
matter and if this Office can be of any assistance or if you have
additional questions, please do not hesitate to contact us.
Sincerely,
Steve Mitchell
Environmental Scientist
CC: RRO/John Dorney
Johnston County
•t?
c w
I H:\nbrlet.for\nbr00\plantapt.354
MAILING ADDRESS: 1626 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1628
• ( - LOCATION: 3600 BARRETT DRIVE, SUITE 101, RALEIGH, NC 27609
PHONE [phone] FAX [phone] H
- - - AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
=n
03d 1w mytf 9
)VMo/NS F 3Sn1fd .71 ON
009 _ N J 37V7S
3SV1fd - Q/S ?d Noll-Y A '7d
f \ I i ? c_

J
,ov
096C
?r ?

7-3-2003
From: Royal Flush Development LLC.
To: Whom it may concern:
Neil Floyd has been hired as our agent to facilitate acquiring required permits
from the appropriate governmental agencies for all future phases of development in
Plantation Pointe subdivision located in Wilders Township, Johnston County, North
Carolina.
Sincerely
Royal Flush Development LLC.
By: James Lipscomb, Member
919422-4704

State of -North Carolina
Department of Environment
and Natural Resources
Raleigh. Regional Office
Michael F. Easley, Governor
William -G. Ross, Jr., Secretary
Royal Flush Development
2378 H NC 42 W
Clayton, NC 27,520
ATTN: Charles T. Coats
NCDENR
NoRrH CARoumA DEPARTMENT of
ENVIRONMENT AND NAruRAL RESOURCES
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL
March 5, 2001
IIIETIANDSII UP
- i 7 2003
01 T'ERQUALIT YSEQTI
RE: Project Name: Plantation Point Phase 3
County: Johnston
Submitted by: Dalton Engineering
Date Received: 12-13-00,1-17-01, 2-15-01
Date Processing Initiated: 2-15-01
Watershed: Neuse #1:03-04-06
New Submittal (x) Revised ()
Dear Mr. Coats: .
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find
the plan to be acceptable and hereby issue this letter of approval. If any modifications,.
performance reservations, or recommendations are applicable, a list is enclosed and is
incorporated as a part of this letter of approval. The enclosed Certificate of Approval should be
posted at the job site. In addition, it should be noted that this plan approval shall expire three (3)
years following the date of approval, if no land-disturbing activity has been undertaken, in
accordance with Title 15A, North Carolina Administrative Code (NCAC) 4B.0029.
If any modifications are not incorporated into the plan and implemented in the field, the
site will be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina
General Statute (NCGS), 113A-61.1).
15A NCAC 4B.0018(a) requires that a copy of the approved plan be on file at the job site.
Also, this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to
perform periodic inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this
project it is determined that the Erosion and Sedimentation Control Plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 60% recycled/10% post-consumer paper
Mr. Coats
March 5, 2001
page 2
66), this office may require revisions in the plan and its implementation to ensure compliance
with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with
applicable federal and state water quality laws, regulations and rules. This could include the
Division of Water Quality under stormwater or other specific water quality standards, and the
U.S. Army Corps of Engineers under Article 404 jurisdiction. Our approval does not supersede
any other required permit or approval.
Due to the location of this project, it should be noted that a rule to protect and maintain
existing buffers along watercourses in the Neuse River Basin became effective on July 22, 1997.
The Neuse River Riparian Area Protection and Maintenance Rule (15A NCAC 2B.0233). In
riparian areas with existing vegetation in the first 30 feet directly adjacent to the stream, the rule
prohibits land disturbance or new development within the first 30 feet of land next to the water
(the remaining 20 feet of the total buffer must be revegetated upon completion of any proposed
land-disturbing activity). In riparian areas with existing vegetation that is less than 30 feet wide,
the rule prohibits land disturbance or new development;within the area that contains the existing
vegetation (but not the entire 50 foot riparian area).. For more information about this riparian
area rule, please contact the Division of Water Quality's Wetland/401 Unit at 919-733-1786, or a,
Division of Water Quality representative at this regional office.
Please note that this approval is based in part on the accuracy of the information provided
concerning financial responsibility. You are requested to file an amended Financial
Responsibility Form if any changes become necessary. - In addition, it would be helpful if you
would notify this office when the proposed land-disturbing activity covered by this plan is
initiated.
Your cooperation is appreciated and we look forward to working with you on this project.
If there are any questions, please do not hesitate to contact this office.
Sincerely,
a A WW'
- arawneh
Environmental Engineer 1
Land Quality Section
Raleigh Regional Office
AA: gmp
cc Roger Allen, Dalton Engineering
Mr. Ken Schuster, P.E.

PLAN REVIEW COMMENTS
PROJECT NAME: Plantation Point DATE RECEIVED: 12-13-00,1-17-01,
Phase 3 2-15-01
LOCATION: Johnston Count REVIEWED BY.• Ahmad Al-Sharawneh
New Submittal x Revised Approved x Disapproved
Reasons ror u?sapprovai t Moctincations (x) Performance Reservations ( )
Rock check dam must be installed at outlet ditch #1 prior to constuction.
RECOMMENDATIONS AND/OR COMMENTS:
IF,,
Y State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
A INDO.KA'A
IT
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL
September 13, 2003
Royal Flush, LLC
2378-H NC 42 West
Clayton, NC 27520
ATTN: Charles Coats
RE: Project Name: Plantation Point Phil•Access
County: Johnston
Submitted by: Dalton Engineering
Date Received: August 29, 2003
Date Processing Initiated: August 29, 2003
Watershed: Neuse #1/03-04-06
New Submittal () Revised (X)
Dear Mr. Coats:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find
the plan to be acceptable and hereby issue this letter of approval. If any modifications,
performance reservations, or recommendations are applicable, a list is enclosed and is
incorporated as a part of this letter of approval. The enclosed Certificate of Approval should be
posted at the job site. In addition, it should be noted that this plan approval shall expire three (3)
years following the date of approval, if no land-disturbing activity has been undertaken, in
accordance with Title 15A, North Carolina Administrative Code (NCAC) 4B.0029.
If any modifications are not incorporated into the plan and implemented in the field, the
site will be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina
General Statute (NCGS), 113A-61.1).
15A NCAC 4B.0018(a) requires that a copy of the approved plan be on file at the job site.
Also, this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to perform
periodic inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this
project it is determined that the Erosion and Sedimentation Control Plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through
66), this office may require revisions in the plan and its implementation to ensure compliance
with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
r.
Charles Coats
September 13, 2003
Page 2
Acceptance and approval of this plan is conditioned upon your compliance with
applicable federal and state water quality laws, regulations and rules. This could include the
Division of Water Quality under stormwater or other specific water quality standards, and the
U.S. Army Corps of Engineers under Article 404 jurisdiction. Our approval does not supersede
any other required permit or approval.
Since this project disturbs one or more acres, one such approval relates to the
stormwater that will discharge from your project. This runoff is permitted pursuant to the
National Pollutant Discharge Elimination System (NPDES) administered in North Carolina by the
Division of Water Quality (DWQ). Attached is the General Stormwater NPDES Permit,
NCG010000, as revised October 1, 2001, covering your activity. You are responsible for
complying with the General Permit requirements and are subject to enforcement by DWQ for
any violations of the General Permit.
Due to the location of this project, it should be noted that a rule to protect and maintain
existing buffers along watercourses in the Neuse River Basin became effective on July 22, 1997.
The Neuse River Riparian Area Protection and Maintenance Rule (15A NCAC 213 .0233) applies
to all perennial and intermittent streams, lakes, ponds and estuaries in the Neuse River Basin
with existing vegetation on the adjacent land or "riparian area". In riparian areas with existing
vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits land disturbance
or new development within the first 30 feet of land next to the water (the remaining 20 feet of the
total buffer must be revegetated upon completion of any proposed land-disturbing activity). In
riparian areas with existing vegetation that is less than 30 feet wide, the rule prohibits land
disturbance or new development within the area that contains the existing vegetation (but not the
entire 50 foot riparian area). For more information about this riparian area rule, please contact
the Division of Water Quality's Wetland/401 Unit at 919-733-1786, or a Division of Water Quality
representative at this regional office.
Please note that this approval is based in part on the accuracy of the information
provided concerning financial responsibility. You are requested to file an amended Financial
Responsibility Form if any changes become necessary. In addition, it would be helpful if you
would notify this office when the proposed land-disturbing activity covered by this plan is
initiated.
Your cooperation is appreciated and we look forward to working with you on this project.
If there are any questions, please do not hesitate to contact this office.
Sincerly,
v vL LL?
WArnad?
I-Sharawneh
A
Asst. Regional Engineer
Land Quality Section
AA:clm
cc: Jerry Dalton, Dalton Engineering
Mr. Ken Schuster, P.E., Division of Water Quality

Design Calculations
Plantation Point Phase III
Johnston County
Owner:
Royal Flush Development,LLC
307 Stonebrook Drive
Clayton,North Carolina 27520
Engineer:
Dalton Engineering & Associates, P.A.
PO Bog 426
Clayton, North Carolina 27520
[phone]
Fag [phone]
100,
CARp
;OQ,OFESSlp?9,. SEAL
16282
AA?-
..&
Va"ct NWKA yy'°5O - FJ PACE pwKl
pALI0N ENGINEERING - pooAct A.Aimrow R"yr - 03
k ASSOCIAIES. P .A CALCMATED thf D•tE tz 1 1.4 -7
446 CASI w stacct U?gsso-H7?o CHECKED By D.u
CLAYTOK K 27520 HAX(M)SSO-4741 Su9XCt Rv= odrecr PROM7704
PIPE DESIGN
P/P£ ,, Z _ -
DA=-l-47-7_ AcReS
0= CIA
C= 0.3
/= 6.5
A= 1¢77
0=(0.3 )(6.5 )(1¢77)=_37. 7__ c/s
USE-- 3o_""__ .------ (B. 07b)
GIVEN: TAIL WATER DEPTH =
0„=_ 37.7 _ c /s
PIPE SlZ£ 30"
D„ =-L6 _ aK 8.a in.
J00 =? 7j I
w 4.
D wa = 1.5(8.0 )_ /Z.o
APRON
_S
050 =-
D?uAx =_ a
DEPTH=
M
OUTLET PROTECTION
i\

PR"c 1 muuK a yy- 0.50 - F5 ?ACC "uuK l -j_
CVU TON CNGINECRING pRpi(tl RArTATror( HIT - 03
/c ASSOCIATES. P.A CAMAME0 NY _jws 0A1E ! 00
X46 EASI WJM SIAII7 (1 1)550-4740 CKCocEO YY 0AIE
CuYIOK NC 77570 W(Ilf)550-4741 sveACI P,cE canar morw74
PIPE DESIGN
PIP£ / _3 - -
OA=-(o.'E0 ACRe5
0= CIA
C= 0.3
l= B•5
A = 6.40
0=(0.3 )(8.5 )(6.fo )=-/(o.3--ClS
US£--=2--_---- (a.07b)
GIVEN: TAIL WATER DEPTH =
p„=- I6.3__ cfs ,
PIPE S1,7E 24
D„=-0_5 og 6.0 .n•
LA=_140 ff.
JD, = 6.0 -Il_
w = %Lo f{.
D uu = 1.5(6.o ) =-9_0_m_
APRON TNK. = 1.5(9.0
.o
M
Dso == --
DMA.1
=- ---
OCPTN=
OUTLET PROTECTION
4&
J&
_ PROJCCf NUUOCR 99050 - P3 PAGE NUUOCR G
OALTON ENGINEERING PROJECT WW-0-4 P114T P&
tr ASSOCIATES. P A. CALCULATED BY JW8 DATE a 00
142 1/2 Wi KA1M JTA2T 1(91))333300-4740 CHECKED BY DATE
CLAYTON. MC ZT&M r4)C(?it)W 4741 SUBJECT-SQL/M&fT TRAP CALCJLAPo45

TRAP J( DISTURBED
AREA
(AC.) DRAINAGE
AREA
(AC.)
VOL. REQ.
(C.F.)
DESIGN
CFS
SURFACE
AREA
SIZE
(D-W-L)
ACTUAL
SIZE
WEIR
LENGTH
1 O.zo 1.23 36o 2.6 03 15 ,13 - /6' ¢?8 6'
z 0.37 21oz 6610 Zoo 3.5-10 20 Tao 8'
3 0.3z 0.51 576 1.5 2-00 3.5 - l0 - za' 70o 4'
4 0.19 2,z4 34,Z 4.5 48 3.5-7'- 14'
3?3
8?

-6
0,//
0.19
/98
0.5
7Z
3.5 - 6 472'
z5Z r
4
6 0.13 0.23 Z3¢ 0.6 71- 3.5 - 6 '- rz z5z 4 r
7 7 09 1,546 144 450 3.5 i5 3o i 1 575 /z r
8 0-a 0.41. 446s !. z ?6z 3 5' 9 - Ia 567 ,
0.a 0.41 448 ?.z 162. 3.5 9 - /e' 567 4 /

A&
PRWECT NVUSER 99' 050 - P3 PACE NUUBER 7
ON1i0M [NGII [RING PROACt PL4ANrc,/ P.,NT 0.3
It ASSOCATES. PA CALCULATED BT JW5 CI+ITC 12
4404 [wst Ww tTRC[t (t?1?550-4740 CHECKED BY
CLAYTON. K 2520 ru(sil 550-474 ELATE
SVBJCGT 56D1MEiJT TRAP C4[CJ[.Q7%oA15
TRAP # (D
DA -_1._23 _ AC.
GRADED- o_zo _ AC.
UN/MPROVED -_!. 03 - AC.
0. 20 ( 0.15) 0.090
C=_z5 0. Z5) 0.256
a.Ws
MAX SLOPE L ENGTH-
HLrIGHT -_ _ _ _
043¢5 SLOPE-
G I.z3 o.z8
TBL 8.030
T GIVEN LENGTH-__
HEIGHT -
i= 7.5 ?n/h,- (IOYR-5 min. DURATION)
O= CIA .. 0=(--79 )(75 )(I Z,3
)= z. 6 _CFS
TRAP # 0
DA AC.
GRADED- -0-3z. - AC
UNIMPROVED-_?- 6s _ AC.
'p 0.37 (0.15) = 0.f67
. C=_ ? _ r. L5 ? 0.25) 0. alj
o• 580
FIG 8.0.30
TBL 8.0.3e
MAX. SLOPE LENGTH-----
HEIGHT-----
o . 5110 SLOPE-_ _ _ _
C - zoz o.z9
TBL. 8. 0.30
FIG. 8. 0.30
TBL. 8.OJe
T GIVEN: LENGTH-----
c HEIGHT-____
i=75 in/hr (I0YR-5 min. DURATION)
O=CIA :. 0=(.z9 )(75 )(zoz )_A?-CFS
TRAP
DA AC.
GRADED-_a_3z_ AC.
UNIMPROVED- L-1 _ AC.
0.3,2 o. ¢5) : 0.11¢
C=_ 38 _ O.lf 0.25) 0.046
o. ?9z
MAX. SLOPE LENGTH-----
HEIGHT-----
SLOPE-----
C = o.3s
TBL 8. 0.30
T GIVEN LENGTH-_
HEIGHT -
i=7.5 in/hr 00YR-5 min. DURATION)
0= CIA 0=(.36 )(75 )(0.5/ )=_l.5 _ CFS
FIG. 8 0.30
TBL. 8.0.3e
, A r
PRO.7CCT -JUSER 99- '.so - 43 PAGC 14VUBER
B

EATON CNCRIEERING -
PRMCC7 PcAd74Tod
P,NT - P3 -
?
/c ASSOCArEi. PA
CALCVU7C0 Br JW8
CATE 12 4 oa

444 CAST WA SIAM
(1,1)150-4760 CNCCKEO Br -

CATC
CunON, K 77570 W(IU)SSO-4741 C
SVBJCCT-sJt=D,,AENT TRAP CAGWL47oN3
TRAP # (?)
DA -J-A- AC.
GRADED-_o_19 -AC.
UNIMPROVED- AC.
0.19 (0.¢5) : o.oe6
C=_.Z7 _ 2.05 (a.2g? - o.si3
0.59`j
MAX SLOPE LENGTH-
HEIGHT -_ _ _
SL OPE-_ _ _
C : o. s99 , 7,47
zz¢
TBL 8.030
C =GIVEN LENGTH-__--
HEIGHT -
i=7.5 n/hr (IOYR-5 min. DURATION)
O=CIA O=(,27)(75 )(2.z¢)=_`5 _CFS
TRAP#O
DA --o_i9 - AC.
GRADED-_o_1! _AC.
UNIMPROVED-? ?a _ AC.
(0.45) : 0.050
C 37 - 0.08 (o. z5) 0.0zo
0.0/10
FIG 8.030
TBL. 8.030
MAX. SLOPE L ENGTH-
HEIGHT-___- ----
SL OPE-
0.070 ----
G = 0.19 = 0.37
TBL. 8.030
GIVEN: LENGTH-_-__
HEIGHT-____
i= 7.5 in/hr (I0YR-5 min. DURATION)
O= CIA :. 0=(.37 )(75 )(0.1y )_- 0.5 - CFS
TRAP f
DA -_o_z3 _ AC.
GRADED--E.-II.-AC.
UNIMPROVED- o-I, -AC.
0.13 W5) = 0.059
C=_ 37 _ o.lo (0.25) ' 0.025
O.oof
FIG. 8.030
TBL. 8.03e
MAX. SLOPE LENGTH-_ - - -
HEIGHT -_ _ _ _
aoe4 SLOPE-__--
C = = 0. 23 0.37
TBL 8.030
GIVEN LENGTH-__--
HEIGHT -
i=7.5 in/hr (10YR-5 min DURATION)
0= CIA 0=(. 37 )(75 )(o-Z3 - CFS
FIG. 8 030
TBL. 8.03e

PRMCT WJUSER 99'050 - e,5
P?GC NVYBtR -=
DALTON [WdHEERIHQ _ PROXCT PLAOA11-4 Roir P3
ASSONJES. PA CALCvurto Br JWB DATE )Z 4 00 _
449 c [Atr WM S'f?((7 (ru)sso-47a cNtc Kto BY art
tAYrOK K 3 S2-0 ru(?1I)SM-4741 SVBJCCT CAccU[,ato.Js --
? 5 01?1E.VT TQAP
TRAP # Q
DA-_7.o9 _AC.
GRADED AC.
UN/MPROVED- 6_z3 -A C.
a e4 (0.45) o.3H]
C=_? - b. Z3 ?0.25> c L558
1.945
T -----
0= CIA
GIVEN LENGTH----_
HEIGHT -
MAX SLOPE L ENGTH-
HEIGHT - - - - -
SL OPE -
?. 945 - - - -
O- Z7
709
TBL 8.03o
FIC 8.0.30
1= 7. 5 1n/hr (IOYR-5 min. DURATION)
0=(.z7 )(75 )(7.09 )=_1L. CFS
TRAP # O
DA --L- ¢L-A C.
GRADEDAC.
UNIMPROVED- a!s _ AC.
0.26 045,1 _ 0.117
0.15 (0.25) o. o38
0.155
T =-?-
0= CIA
GIVEN: LENGTH-___-
HEIGHT-____
TBL . 8.03e
MAX. SLOPE L ENG TH-
HEIGHT--_-_ ----
SL OPE-
_ 0.155 ----
C 0.38
TBL. 8.03o
i=7.5 in/hr (I0YR-5 min. DURATION)
TRAP # 9
T =----
OA --0_4I _ AC.
GRADED-_o. z6_ AC.
UNIMPROVED- AC.
0.z6 o. 45) 0.117
C=_3B _ 0.15 (0.251 n O.o38
0.155
FIG. 8.03o
TBL. 8.03e
MAX. SLOPE LENGTH-- - - -
HEIGHT-----
o.lss SLOPE-----
C 0.38
TBL 8.03o
FIG. 8 030
0= CIA
GIVEN LENGTH-_
HEIGHT-
i=7.5 1n1hr (10YR-5 min. DURATION)
0438 )(;,5 )(o.41 )=_l_z, _CFS
TBL. 8.03e

PROJECT NO. 99.050 - P3 PAGE NO. !o
Dalton Engineering
PROJECT P?n?=wl Per- P3
and Associates. PA
CALCULATED BY ? DATE /z/5,/ 00
446 East Main Street
Post Office Box 426 [phone] CHECKED BY DATE
Clayton. NC 27520 Fax [phone] suLecT 64WEL c4wVLAreN5 - C#AAANEL # 1
CS 1C
L
10.4
s W =
L, . 3.lio X i.4
A Cross Scct:onal Qrr-a o? DItCh = ?h (W ?IE?)) D
P = Co?^dI PerirrGtcrr = LL+6.
r-T 41 draulic Radius s A. + P
SLQ P E TOP W??TYI W 'S\.0 P ?Et,3 GTK ?-
- I : c - w=g4?-6) L.= 1.410
114'.1 W= g +f 1h O) L= \.6,0 D
?1h:1 W=84-60) L= 1.50 rD
w = Z +(4 D) L - Z. 24 1.)
Z'h : r W= P5 +?5 D? L a 2. 4 0

Cubic ?cc? /5 ccond X A45.6-51 = Ga l lom* t /min.
Cubic;ee.t/Second A O.&4631? = Million 9a1-5./day
Q= A Y. i X Rx/I X SVIL Q a CaHCj{, 'in CLL. f{. Ptr S ec.
A . ,0.4 o? n.= Coe?;16enk o? Rouj? ness
{ 5 --?rauliG SI?o?? _ ?el? in
A = s.6s 54 . F
by lertgtt, in Feet.
P = . Z X 4.4z, + z.0' _ ?o.64,
R = e.es S.F = ?o. 24 s 0.00 R,/3 s o. sb
S 0.020 VL s 0.28 _
n n 19.05
?(.? = C 2.6$ S.F. ? 7C C 19.0,5 ? 7C C o. 86 0.28
4 : 39.8 c.FS.
V 39.7 C.FS. 8.69 S.F.
V _ 4.5 FPS.
e fl m aL L10"Z u s e 0 5 , !ZO ? Q O C K . Q ' o 2 A P COMPUTATION S H E E T
?e.k C't)th.T?0N FOR -D ITCH X-5ECTIQN
1_,- ,ti r
/ROJECi No. 99-5, - R3 PAGE NO.
Dalton Engineering rRDJEct Pt 4,lJAnan1 !oN/J - P3
and Associates. PA ??6/? p/ 5
446 East Main Street CAtCVlATEOIY JW? 12 00
i
Post office Box 426 [phone] CHECKED BY DATE
Clayton. NC 27520 Fax [phone] SUBJECT (,"EL C4XdLATen15 - CHANNEL # .Z
W 134 cS 1oP?&)
D 2 0.9 E _ 2.0
L -
W -
z•o ?
? ? x o•9
74'
3
?/
1
/
g .L. =
t 3.16
z. s4' X o.9
L
CroSS Scct:onal j%rGa oq DltCh VZ (W ? F3) D
P = Caral Perirrpe-tcr = LL+g.
R Hydra ulic Qadiu.S z A. -. P
SLC> P E TOP w\t?)TU W t)1`0 P ?.EN Gyv-
"I : ! W=F3 +{z 0) l_= 1.410
W - JFS .+4 1h O) L = 1, G O D
%'h W= B+43D) 1...= 1.80 0
Z : t W= Z+(4 D) L = Z. 24 (?)
Z'h : r W= 5 +(5 D). L s 2. L 4 D
3-.( W = B,+(G'D) L 3.1 Co D
Cubic ?ccli /S cc.onc? • X A48-63k = Ga l lor15 /min.
Cubic-?eet/Second x 0.444317 = Million gals. May
Q= A x 1 n L x RBI x S??'- Q= Capaciky 'in Cu.. q{. Per Sec.
A- Xz - _n = ,¢ z.a 0.9' Coe ;iCient o? Rou jg mess
' x
A.-m _73 5 = arauliG $I?opt = ?el? in . aiv?d?
R ?. 4.23 S.F. 768' .a a.55 R ?s s o.,57
0.100
n = o.o78 1.48` - n 19.05
S.F. X { 19.0 X C o.6? ' )( ( 0.3.Z )
i1L. !73 C.F.S.
G.P.M. _ GFS. X X4.8.831 __ `P.M.
_ 14.4 c.FS.. s.F
V 3.4 FPS.
CNArI?r?L r , ? ? ? u s e J ? o , 12 . 0 ; o . Q o r k / Z I P R A P COMPUTATION S H E E T
c' e1 r M 11 tiTIC>N FOR DITCH x-5EC.TION
- PROJECT NO. 99 050 - P3 PAGE NO. i.Z
Dalton Engineering PROJECT R.,w(rlTiorl lb,WT - P3
and As=lotes. PA
446 East Main Street cALcuuuEO sr .Il?8 DATE Lz 5
Post Offfoe Box 426 [phone] CNECKEO.Y DATE
Clayton. NC 27520 Fax [phone] su&,EcT D1VFZzsjcN c4LcgUrvNS - DNEe6mA/ iAlg D q
W S = 3'1 ?Slcps?
z o.¢ 2,0
L u/ . 2. o 6 % o.4
1
L = ?? X o.4
A Cross Sc?tiOnal Arts oq DitCh = '/z (W 4Q0 D
P = Cord Pe-rirr',e- tcr
R - Njdre ulic ?2ad?v.S
SLQPE TOP WIIDTH W

elk. f W = 3 +05 D)
3 : t w - B' 4-(G 0)
LL+6
A - P
'S C O P E ?. F N GT!-K L
L-- 1-4l, o
L-- 1,GoD
= I . g o cD
L- Z. 241J
L_ a 2.L4 D
L - 3.1(o D
Cubic>rcct /5ccon? X 448.831 Ga(Ior?S/ min.
Cubic?eet/Second x 0.4463k-7 = Million gals, /day
Q = A Y, I gG x R?3 X S'/? Q = Ca Paci'I T'1 cu.. J?. Pe-r SE c -
A = Cae??iCtent o? Ro,,,i,gl?neSS
\ Y1
( x 0.4 - - --5 : t-l?rau?i? S??a?e ?el? in ?. divided
A. ?.ze 'Sq . F{• 7
.Pa. ? X 1.z6' + Zo
, 4.5z? s 0.zB R /s s o ?3
R -W ?.z8 6-F,
n oL_ 1.48(. - n 375
'q 1.28 5.F X 37/5 7C C o. ?f3 )C ( 0./9
1
(? : 3.9 c.FS.
G. P . M. = c F 5. Q ?&, s z.Z C•F5.
V 1.1 F-. P. 5.
1. z8 5. F.
V< z.o F . P . S • D??FQ`?aI c t d F ? z No7 Rr'f"'RED. C O M P U T A T I O N 5 N E E T
(7o.\?C1)t_.b.7'1ONFOR DITCH x- E
- PROJECT No. 99 050 - P3 PAGE No. 1.3
Dalton Engineering
R
3
R
'
AA1rAz-4
PROJECT - 0
.11
and As=lates. PA
CALCULATED BY J4/9
as
DATE L
446 East Main Street -
Post Ortloe Box 426 [phone] CHECKED By DATE
Clayton. NC 27520 Fox [phone] suRJECT DNFZ510ti G4uyc4roys - Di?FQS+oAI I-4WLZA $ "
/
W CSIce
z o.3 2.0
+j 6 x o3 1
D I I L u/ 2-0,
VJ n 3.8 \ J
I .?, - _3.IG X o.3
B L i o'95/
A = Cross ScCtional &rr-a o?
p Coral Pcrirne-te-r
R uydre ulic Qaditl?S
SLQ P E TOP W :)T" W
-1 : ! .. W -- g4?- 6)
114'.1 W = 6 +? '/z O)
02', 1 W=

DI tch = 'h (w j- e) D

= CL+6
A-P
'S?0 P E t-EN GZ'K L
L -- 1 41 D
L= \.GOD
1.. = 1.$O 17
L - Z • 2.4 r-)
L a 2.L4 D
L -? 3.1 Co D
Cubicpc .c?/5econd x 448•a31 Gallons/?-nin.
=Million gals. /day
Cubic;eel/Second )<0-4465\7
Q A, X 1X Raj x S?/? Q z CafjZGik, 'In Cu..f?.Per StG.
n = Coe?;icien? o? ;2oug?ne&S
5 . t-LY?ravliC$1?ofe = dell in,. divided
Al o,a7 5q.{•
by 1ex19??, in ?ce-?-•
p 3t X 0•95? + Z•o? 39
R ?. 0.87 5.F - 9.90 ML azz R =/S s 0,36
o. 035
n °.°¢ 1.484, - n : 37/5
= ( 0-V 5.F. ) A ( 3715 X C 0.36 X ( 0.19 /
G.P.M. = GFS. X 44 B . 8 G,P.?Jl .
V = Q ?• s 0.¢ C.F.S. 0.87 -- S. F.
V 0.5 F.Ps.
V-< Z o FPS. ; D1Vea510N J WCK Nar IKEQu", EO . Co M P U T A T 10H S H E E T
(-e?CULATION FOR DIT N x-?F=CT?QN
RoJECT NO. 99 a5o - -3 FAGE mo. 14
Dolton Engineering reoACT RAgrar.,4 R?r - P3
and Associates. PA JW8 DATE /Z 5
446 East Main Street cA?cu?ATEO IY
Post Office Box 426 [phone] CHECKMIY DATE
Cbyton. NC 27520 Fax [phone] suLmct dJp/wslorl C4cC645, N5 - QIVM6m4 [. WLW C
W - .? ? 3=1 ?SlcPa?
D = 0.4 13 2.0 1
0 t W = 4.4 ?
04
A = Cross ScCtiOnal ?rGa O?
P = Coral Perimeter
cZ = N?dra ul?c G2adiu?
S I. Q P E TOP W k DT'N of

I ?? ' l W = g ., Z'AL D?

z'h . r w = e +(s o)
3 : r w - B 4-(Cfl D)
D(tCh -- YZ (w {-IE?)) o
= A - P
'SCOPE ?ENGZ"K__ L
1_ 1.41 D
L= 1.GOD
UL k,50 ID

L a 2,&1 D
L- 3• I Co 0
Cubic ?cc? /Second x 44 8.83 1 Gallons /min.
Cubic?eet/Second X, 0.L46817 = Million 9a15. /day
1.48(a z!j A. Q a X n X R X S Q= Ca?C+{? 'IT'I CLL. J{. Pe-r S CC.
n = Cat?fiCien?, o? Qo?glnneSS
A = eyt? ?.4 + z.o ) x 0.4 = - 5 = t-?rliC 51?o?e - ?al? in,. divide
A= i.zs 54. P{•
ey 1?.,,g?1n in ?ee{,•
.p = . 2 X + Z.0'
R ?. 1.z9 -5. F, 52' s o. Z8 _ R =?S s o.¢3
g = 0.049 t) O-ZZ -
n . 0.04 1.48L - n .. 375
Q = 1.28 S.F.? X \ -1715 X C 0. ¢3 ?C ( o..Z2, ) .
(? ? ?5 C?F.S•
G.P.M, = r.F.S. X 44 9
V ?( y a s 4.4 C•F.S. ? /.z$ S. F.
V 3• i? r P.5 .
DNE?Qs+a1 uifIIr Js. 5y4(ryErc Y4T C O M P U T A T 10 N S H E E T
(' e• \-C U LAT I Q N FOR Q I T C l-1 X- 55-CS- L-.
- ' - ?IOjECT Ho. 99• o5o - P
3 PAGE +o. /5
Dalton Engineering no?ECr RA,rrArd4 Fl,Wr - v3
and Associates. PA
446 East Mdn Street CALCtMTE01T .f??8 DI1. E _L - 00
Post Office Box 426 [phone] CHECKEDtr DATE
Clayton. NC 27620 Fox [phone] sumci DY-wsiod c4tCVtr4TaN5 - DIViWSioAt LAE&Jre D"
W .S ? 3'? CS lcpa, /
D z o.3 ?_ z.o
0 tf L W za 6 x o3 I
s
0.3
g L % 0.95'
Cross Scct?Onal &rca cad Ditch = '/z (w -4e? D
p ca r,dI Pc- rirr, e- tGr "
R 14388-d uhc Radius
S t Q P E T O P W OTIN VII

Ih;1 W= e4Z0)
-Z; I w = Z+(4 D)
V/2 : r W = B +(s o?
3-.[ w = B4-(G.
o)
A-P
dto-OPE ?-EtNGTiA L
L-- 1-4l, D
L = 1,60
I_ a 1. $ O ?
L = Z. 24 h
L s 2.6 4 D
L -- 3•ICo 0
Cubic. ?cc? /Sc?ond X 44 8.83 1 Gallons lm in.
Cub+c?eet/Second x O.G4?317 = Million 9a15. /day
.
Q = A Y. 1.46 n L X RW3 x SI& Q 1 CapZCj'In CLL. q?.Pe-r SCC
1 t'1 =Cae?ficien? o? Rou?g?ness
A = }tt .-8 + zo x o.3 - 5 : dratl?i? S??opt ?el? in . c?ivid?
A= 0.67 5q. P{•
by lu,gtl, in ??e-},.
P :. 2 X a.95' + Z-0,
R = 0.2' s.F 3.90' : o.zz _ R
S : o..49 ' 1/2- : o.zz _
n o. o 1.4 b L - n .. 3715
n = ( 0.8' S.F X \ 37r5 7C C L 36 ?C
Q IL
G.P.M. = GFS. x 4 4 B 8
v = Q t A -
V = 1.7 F.P.s.
V < ZO F,-S. DlVaSlml
l•5 C.F.5. o.67 -- 6.F.
( a. zz
.
C, P.M
VAIEZ for eeQ?aeG • COMPUTATION S H E E T
(7&\-CM-0,710N FOR DITCH x-?FS.?T1 N
Dalton Engineering
and Associates, PA
446 East Mdn Street
Post Office box 426 [phone]
Clayton. NC 27520 Fax [phone]
PROJECTN,o. 99.0$0 - 03 PAGE No. 16
?ROJECT RA,1 4 !br"l - P3
CALCULATEOSY .1W8 oATE 1z 5
CHECKE01r OATE
suUEcT DmigstON CALLdL4TaN5 - Dr?FZSw?/ L4SELED "
(sleflL
L W - 2•a 6 'A o.5
I .?, - 3• ((o X 0.5
?•?- g -?i L ? 1.55 ?
A = CroSS Sctt:Onaj J%r r-a Ol?
P = Cor%a1 Perirne-tet*
R gjC1reuhC QadivLS
SLOPE TOP WMTEA `•'J
-1 : c W=g+(z0)
?'1? : i W = g +*,/z O?
W= a4Z0)
Z; I w = Z+(4 0)
z'h r w = B +(5 O)
3 : t w = B' 4-t? t]?
Oltch ='h(w{-E5) D
r- L+ 6
A-P
??OPE ?ENGTK L
L- 1.41 D
L? 1.GOD
L 1.80 1D
L Z- Z4 r)
L a 2.G4 D
L - 3.1(o D
Cubic;cc? /Se-onA X 448.a31 = Ga?lor?SIrnir).
Cubic?eet/Second x 0.44681? = Million gals, /day
Q = A x 1 n L x R ?3 x 5 '/? Q , Ca pa c; ? ? 't ?? C u_ • f { . P e.r S e c .
n 1 Cat??iCtent o? Rou,g?nneSS
A2-0 X a-5. aiv?a?a
5 = raru?ic 51?a?C
by lcn9tl, in ??e•{,.
.p :. z X 1.56 + z.0 = 5.16
R ,. 1.75 5.F 5-11.' 0. S' R =?S 0.49
-i- 0.31
n a.o4 1.4a? - n 37.15
X ( 3715 X C o. ¢9 X ( o. ig 1 .
1.75 s.F
z .5.7 C.F.S.
G.P.K = GFS. x 4 8 8'? _ ?P.M .
V
V z. 6 F. P. 5 .
DW£Q.51.4 Lrnf? 115E
4.5 C.F5. 1.75 5•F.
ST94W WIN NFT COMPUTATION SWEET
C e -CUt_.t?,710N FOR DLTC V4 x-5E

PROJECTNO. 99'050 - P3 PAGE NO. 17
PROJECT Engineering -\ PROJECT /L/?NTATenIP,wr - P3
CALCULATED BY ?h(D DATE /z 61 00
and Associates, PA.
446 East Main Street CHECKED BY DATE
Post Office Box 426 [phone] SUBJECT ,l?PiSr04 LiNfR - D/IF io4l L48EM(>
Dalton Engineering
and Assoclates, PA
446 East Main Street
Pot orrice Box 426 [phone]
Clayton, NC 27520 Fax [phone]
PROJECT No. 99.050 - P3 PAGE No, /8
PROJECT TiAAr,1Lu4
CAICMAZIO sr JW3 DATE Iz 5 eo
CNECCEO Ir DATE
sumt DiVJompa CA1C!/L4TaN5 - DI?ERSwI LEgElFA F --- 11 11
W S ,r 3:1 ?Slcps?
s °.z 2.0
o t (_
S ? vV = 3.z
L = 3•!G X 0.z?
t o.63
I!-B --l L
A = Cross Sctti0nc-11 &rr-a O
p Cor,d? Pe-rirr,e- tcr
cZ Y N)dr-dulic czadiu ca
SLQ P E TOP W1DT?A W
W 0)
7Z: I w = Z +(4 0)
th . V w = e +(s o)
ouch = I/z(w - E5 ) o
LL+E,
A-P
LLD P E LEN GZ'K L
L 1.4% D
L? 1•GOD
L. = 1,80
L - Z. Z4
rJ
La p
Z•?i!
L -? 3.1(o CD
Cubic ?cclr ?Sccon? X 44 8.63 1 = Ga110nS IM ir).
Cubic?eet/Second X, 0•G4(317 = Million 9815. /day
Q= A x l n L x R?3 x 5?/'- Q Ca pa cikj 'In CtL.?{.Pe.r Sec.
n = Coe1 ;icienk o? Rouglnness - 1
A _ ( .5Z Z.o ) x o.z - 5 : d ?rGull t SI?afe = ?el? in .divided
by
p: 2 x 0.63 + Z.0 ' c 3-zb
p 6.52. S.F 3.26 s O-A _ R =/5 = 0.29
0.03!_ 0.16
-
n . a.0_ 1.4aL - n 3715
Q = C 6.52 6.F X \ 3715 X C °' z9 X ( o.i$
Q
G.P.M. = G.F'S. X .44 $ . g'S i G,P.M .
V = q !. J4 s 0.6 C.F.S. 0.5z. S.F.
V !.z F-.A5.
v < Z . o F . P . S . 1 DIVEAS1od 4n v E 2 N o r I C E F U I I Z C D - C o M P u T A T I O N S H E E T
e\_Ctj\_NT10N FOR DITCH >`5-E NN
o5o - 0
- rROjECrt+o. 99. 3 PAGE HO.!9
Dalton Engineering naECT Ft IN71*64 R.+r - v3
and Associates. PA JWS oAfE 12 5
446 East MoIn SO" uucuwEO sr
Post offloe Box 426 [phone] CHECKEO sr0AtE
CWon. NC 27520 Fox [phone] SU&JECT dJMILKS10d CALac.4ra'VS - DNE "'I LABELED G "
W g 3:1
?Slcps?
,cam
\ D = 0.,2 ? ? ,2. o
0 i L ,u/ - z"o? 6 x o.zl
W z 3.z
s
L = 3.1? x 0.2
?B
A = Cross ScctiOnal &rca 04
p Cor.aI Pe- rirr,e- tGr
R = N)dreulic cz&8,% L-.X
SLO P E TOP WIDTH w
i ?4 l w = g +f?'AL o)
'fz ; I W= B 4S 0)
2 : I w = z +(4 D)
B +?5 C7?
3 : t w = B'4-
Cubic ?cc? /5ccond x 44 8.831 Gallon /rn in.
Cubic?eet/Second x 0.G4(317 = Million 9a15. /day
1. SL Ih Per S cG.
Q= A Y. ri x R x 5 Q= CaHci 'i?? Cu.. q{.
?? 1 Coe?fiCitrn?, o? Roug?ness
A . (-3.z' + 2.0
5 - 1-Ly?rau?it: $i?o?e - ?el? in tvi
Ditch ='h(w-6 IS) C)
= CL+ES
z A - P
LE.N GT'K L
DLO P =
_
L_ 1 41 0
L= 1.GOD
1., 1.80 l7
L - Z• Z4 TJ
L a 2,&1 D
L- 3.1(o D
P : Z X 0.63, + z.0' = 3.z/.' _ h -a
R =/s
t
R ? 0.52 5-f-, 3•z6 .L 0./b 0.29
0050 ' VI- z 0.2.Z _
n 0.04 l. 4 8`- n - 3??5
Q = ( 0.52 g.F ) A
(? IL !.Z C F.S•
( 3715 ) X ( 0. Z9
cFS. x A B 83 _
X ( o. zz
V = Q y A s
V 0.6 F-. P. S.
0.¢ C.F.S. 0.5,Z 6, F.
4 Q,M .
V< 2.0 fiP.S. i Dl14,69$10AI u?lE? Nor ?1E???aFn. C o M P U T A T 10 N 5 H E E T
C'n _Ct)L.tN,TION FOR DITCH x-
v __•,? r ?`- 050 - 0
Dalton Engineering •eo?EeTNO. 99• r?ceNO._2o
RAPIrAT,a1 PaWT - y3
nojECT
and Assoclates. PA
cAtcuuEO sr .IWB oaE !2 5
446 East Mdn Street
Post Offtos Box 426 [phone] CHECKED sr DAM
Clayton. NC 27520 Fox [phone] suuEcT DjYmaom CdLal-4560 - DI?EKS-Al IABELcn ?,.
W _? = 3`? ?Slcpa?
D z 0.7
6 *A
0 t u1 z 4.2
'
.L 3• l% X 0.7
?g L t zz?'
A CroSS SCCj:ona? &rr-a Oq DI?,Ch ?/z ?VU ?-E?)) D
P = Card1 Pcrirne-tcr - LL+6
c1 = Nycdraulic Ra8ia5 A _ P
SLOPE TOP W 1 IDTH W t)I` O P I~ \-E. tN GT 1-K L

-1: v - w=3+420) L= 1.41 0
W = 13-4 'AL L -- ?.GO D
'fz ; 1 W= b 4z D) L- _ ? , 50 (7
2 ; ( w = Z +(4 D) L - Z. 24 jJ

3 : t w = B' +(G ' 0) L- '5, I Co CD
Cubic ?cc? /Sccon? X 44 8.63 1 ,r C>atlon5 /rnin.
eubic?eet/Second x 0.(.4631? = Million gals. /day
I. 8 f. u3
Q= A X n Y. R X 5 Q CaHe; {i 'in CUI.. f ?. Pe.r S cc.
t7 1 Coe??iCient o? Roug?neSS
A .? 6.z 2.0 X o.7?
5 - t-LYarcli? S ?,a?c . ?e11 in ?v?
P = 2 X z.z + Zo' 6.4z'
R Z.67 S.F. 4.42' ML o. ¢5 _ R /S s 0.59
S = 0. 04z. ' '/l- s 0. zo -
n = 0.04 1. 4 b ` - n - 3115
> ( x O. Za
Q = ? z• 07 5•F? X C 37i5 0- 5
1 7C ` )
Q : iz. C.F.S.
G.P.M. = CFs. x 4 A R 8'? 1 = G?P.M .
v= Q t a a 10.8 C•F5. 1.97 6. F.
V = 9-6 F--PS.
DIVERs,.Al L . / A ( , E q d s E S Y 4 T d E T , C R A T . C O M P U T A T I O N S H E E T
(-e?-CuL.N710N FOR DITCH x-?

PROJECT NO. 77' 050 -- Al PAGE NO. 2I
PROJECT PGAVTi ryW . RIVr - P3
Dalton Engineering /O
- CALCULATED BY_ ??1fD DATE & :JI op
and Associates, PA
446 East Main Street CHECKED BY DATE
Post Office Box 426 [phone] SUBJECT Dirainfod luriEIC - DVfeSronj LAM&D f?
A ,-? , _ 050 - P
Dalton Englneering
nojECT P,,,rr?z?! f?A+r - P3
and AssoClates, PA .1W8 ouE 1
446 Eost Mdn Street CALCULMEO9r 25
Post Offtoe Box 426 [phone] CKCKEO sr DATE
Clayton. NC 27520 Fax [phone] SULJECT DjYW510d C4LW4 7,oVS - DNFZSwl u16ELED Z"
W S = 3`1 CSlcpa) ,
= 0.3 ,2.0
L vJ c 2.0 +? 6 X a. s
0 t VJ z 3.$
L = 1(0 X 0.3
L t 0.95
A Cross Sectional ?.rCd
p = zr,aI pcrir>;et cr
cZ : u)dr-aulic 2adiu.S
SLQ P E TOP WIDTH W
- 1 : c W - Pj 4?-
2 : I w = Z +(4 O)
Z'h . r W = g +
3 . f w = 8' +•(G 0)
oq Ditch = '/z (W'- t3) D
= CL+?
z A - P
??-O R E SEW GT kA L
L- 1410
L \.GO 0
1... = 1.80 cD
L - Z- Z4 jJ
L- 2.6, 4 D
L: 3.I(o D
i n.
Cubic ?cc? /5 ccon? x 44 8 . a 3 i Gallon t ,/r
Cubic?ecj/Second x 0•G44,50 = Million gals, /day
Q= A x i n L x Rul x 5?/? Q= CaHcitj 'in eu.. f{. Per S CC.
\ n =Coe??iC?en?, o? Rov,g?neSS
t: S ?o? e-? e l l i n
A, &V r c3t? 1-i
by le.ngtl?\ in ?ce{.
. P :. 2 )( 0.93 + Z.0 = 3-90
R s 4.57 5.F 3-9a? s 0.Z R 2/5 IL 0.36
n . 0.o4 1.4aG - n 3745 .20
0.87 S.F ) X ( 3715 `?C 0.36 }C ( 0 )
(? : .2.3 C.F.S.
G.P.tK, = GFS. x 4 4 B • t3 _ - G?P.M .
V = q t ,&,
V _ 1. to F. P.5 S.
V < 2.0 F-P.S. p?yEasianJ
l.4 C.F.5. . 0-e7 -- 6. F.
1. 1 1 V E 1 7 wor R e e e v I R E e D - C O M P U T A T ION 5 H E E T
C&.\-CUl_.t-,TI0N FOR DITCH x-SF ?T1 -
050 - P3 PAGE ND. ,Z3
Dalton Engineering ROCT NO. 9g
PROJECT i.AdrilToa/ PMt - P3
and Assoclates, PA
446 East Moln Street CAtCUTATEO tY JW8 DATE 5 eo
Post Otflce Box 426 [phone] CMEC[EO AY DATE
Clayton, NC 27520 Fax [phone] sULIECT DYFM51014 c4tWLArg0 - DNE96w4 LABELED 1 r,
W •? = 3'? ?StcPa? /
= 0.3 ,2.0
,
L vJ c ,Z•o 6 x o.3
0 l? \ 36
s y z
- 3.110 X o•3r
_- g --.? L o. 95
A Cross ScCt:onal Area
a r,al Pe-riTr,e-tcr
p c
R = gjclraulic Qa,d,%LL-.X
SLOPE TO P W \ cDT-H W
1 c w=3++ ?-0)
Il??l w=g+?/z o).
1'fz; 1 W = g 4B 0)
2 : I w = +(4 0)
o? of tch = Vz (w -? E? ) D
= Lt_+6
A-P
do ? E N GT'K I•-
t_= 1.4% D
L= 1.600
L? = 1.30 rD

L a 2. D
L - 3. I Co D
Cubic ??c? /Sccon? X .448.6-51 - GaHont) /rn in.
Cubic?eet/Second x 0.44661'7 = Million gals, /day
A, 8 Q= A x 1 n L x R :vj X S V1 Q= Ca p•Q c; k j 'in C tL . q{. Per S cc.
Y1 1 Coe;;iCienk o? Rauglnness
3.t z.o x o.3r - _ - - -. diViaea 1;j r 1-i ?911 in" A.= 0.97 5q . `7{
by Ie?,g?t, in ??e-?.•
.p :. 2 X 0.95 + ,9.0 = 3.
R s o.87 S.F. : 3,90 s 0.ZZ Fj j s s 0.36
5 s 0.050 ', V2- s azz _
n o.o4 1.4aG - n = 3715
Q = ( 0, V 5•F X ( 3715 X C 0.36
C z 2.? C•F.S•
V=Qua
V ?• ¢ F. P.5.
V < 1.0 F.P.S. ; DIWIZ54
/.z C.FS. o. s7 s,F.
GiW,F/C mor p-,f r"no- COMPUTATION SHEET
C' e ? C U I_ AT ? O N FOR DITCH X- SEsT1Q-N-
W ATFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
O 7 North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P. E. Director
-i Division of Water Quality
a ?
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 11, 2003
Royal Flush Development, LLC
Attn: Terry Coats
2378-H NC 42 West
Clayton, NC 27520
DWQ Project No. 03-0835
Johnston County
Page 1 of 2
Subject Property: Phase III, Plantation Point S/D, Neuse River Parkway, Clayton, NC
Neuse River [03-04-02, 27-(38.5), WS-IV (water supply) NSW (nutrient sensitive))
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 213.0233) with ADDITIONAL CONDITIONS
Dear Mr. Coats:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.067 acres of waters, 146 feet of perennial stream and 6,395 square feet (ft) of protected riparian
buffers for the purpose of constructing the proposed road (Wingate Drive) at the subject property, as described within
your application dated July 3, 2003 including additional information and revisions dated sealed by Jerry T. Dalton, PE on
July 22, 2003. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of
Water Quality (DWQ) General Water Quality Certification Number(s) 3404 (GC3404). The Certification (s) allows you to
use Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USAGE). This letter shall also act as
your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 26 .0233. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control and Non-discharge regulations.
Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Diffuse Flow (Review) - An additional condition is that stormwater shall be directed to flow in a diffuse manner at
non-erosive velocities through the entire protected stream buffers without re-concentrating. Additionally, a
stormwater management plan for this project shall be provided to this Office before any of the impacts approved
herein are conducted. The plan shall specify all stormwater discharge points, plan details, and calculations to
indicate that diffuse flow through the protected buffers as described above will be achieved.
2. Future Impacts - Your plans indicate that you intend to install at least two future road crossings on the subject
property. Please note that you are required to submit for DWQ authorization for all future impacts to wetlands,
streams, waters and/or buffers prior to impacting these resources. Also, please note that all future impacts to these
resources will be cumulative to the impacts approved under this authorization and that mitigation will most likely be
required. Once this property exceeds the mitigation thresholds required under DWQ regulations, mitigation will be
required for all previously approved and future impacts.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetiands
Page 2 of 2
3. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
4. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all properties and lots with retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future wetland, water and
buffer impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers
approved for impact under this Certification Approval and Authorization Certificate. You can obtain a copy of a
sample deed notification from our web site or by contacting the DWQ.
5. Sewer Systems - The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local
sewer system regulations.
6. Water Quality Certification(s) - The proposed project must comply with all of the conditions of General Water Quality
Certification(s) (GC) 3404.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for
a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate`(associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
Ian W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3404
Cc: Neal Floyd, Neal C. Floyd & Associates, Inc., 7908 Audubon Drive, Raleigh, NC 27615
Jerry Dalton, Dalton Engineering & Associates, P.A., 446 East Main Street, P.O. Box 426, Clayton, NC 27520
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 03-0835
Date: September 11, 2003
bz
imap://bob.zarzecki %40dwq.denr.ncmail.net @ cros.ncmail.net:143/fe..
Subject: Plantation Point - III
From: [e-mail]
Date: Mon, 8 Sep 2003 11:06:41 EDT
To: [e-mail]
Bob
I know that the "letter writing and delivery" process, after you have written a permit could take some time. If there
is any way you could consider faxing a copy of the crossing permit for Plantation Point - III, it would be greatly
appreciated.
I still want to meet with you in a few days to better understand the process for obtaining the crossing permits.
feel that we could make the process go smoother by taking the soil scientist out of the middle. Our office has
been supplying most of the documentation, anyway. Neal Floyd has always been willing to help. It seems that
there are too many people involved. I know that it would help to work directly with your office.
If you have a date and time that makes it convenient for you, please let know.
Thanks.
Jerry T. Dalton
[phone]
idalton @daltonengineering.com
1 of 1 9/8/2003 2:34 PM
imap://bob. zarzecki %40dwq.denr. ncmail.net @ cros.ncmail.net:143/fe...
Subject: Re: 030835PlantationPointSDJohnstonCo.
From: Steve Mitchell <[e-mail]>
Date: Tue, 19 Aug 2003 14:07:32 -0400
To: Bob Zarzecki <[e-mail]>
1
G CA-
It Z
is OK to issue, but they will need to mitigate when the come in for the additional streram Xing's
Bob Zarzecki wrote:
Steve:
I just spoke to Jerry Dalton today. Neal Floyd supposedly dropped the information off at your office
on Friday. Please look it over and make sure that you agree that it's ok to issue with the conditions
suggested below.
- Bob
Steve Mitchell wrote:
I have not seen the package. Jerry Dalton called me and asked about it
Monday. To date, its not here. No problems with me if you are OK w/.
Bob Zarzecki wrote:
Mitchell:
You should have this project by now. Additional information was sent on
July 28, 2003. I sent it to you to review cumulative impacts to
streams. Also, you should have received the original PCN the second
week of July (or so) when we sent it out for additional information. I
spoke with the engineer today, Jonathan Bards (sp?)(5504740). He said
that this was the first Phase with impacts. He said that future Phases
may need impacts but it's not known how much at this time (looks like at
least two additional road crossings). Current proposed impacts include
a single road crossing (146 feet of perennial stream and 6,395 sf of
buffers). After speaking with the engineer it appears that it's ok to
issue with conditions (deed notifications, future cumulative impacts,
cert. of completion, etc.). Let me know if you agree or need additional
information.
Thanks,
Bob
1 of 1 8/19/2003 2:13 PM
MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Plantation Point -`Phase III County Johnston
Project Number 03 0835 County2
Recvd From APP Region, Raleigh
Received Date 7/7103 Recvd By Region
Project Type road crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ' - -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream O YO N F-27-(38.5) WSIV NSW 30,402. 0.07 146.00
NBR F- O 7 ©N _ F_-F_iF_r- 30,402. 0.15 F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y O N Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y ON Recommendation: O issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
August 18, 2003
cc: Regional Office
Central Office Page Number 1
Facility Name Plantation Point- Phase III
Project Number 03 0835
Comments (continued from page 1):
County 'Johnston
Regional Contact: Steve Mitchell
Date:
cc: Regional Office Page Number 2
Central Office
mailbox:///C l/Documents%20and%20Settings/bob_zarzecki/Applicat...
Subject: Re: 030835P1antationPointSDJohnstonCo.
From: Bob Zarzecki <[e-mail]>
Date: Tue, 19 Aug 2003 14:00:16 -0400
To: Steve Mitchell <[e-mail]>
Steve:
I just spoke to Jerry Dalton today. Neal Floyd supposedly dropped the information off at your office on
Friday. Please look it over and make sure that you agree that it's ok to issue with the conditions
suggested below.
- Bob
Steve Mitchell wrote:
I have not seen the package. Jerry Dalton called me and asked about it
Monday. To date, its not here. No problems with me if you are OK w/.
Bob Zarzecki wrote:
Mitchell:
You should have this project by now. Additional information was sent on
July 28, 2003. I sent it to you to review cumulative impacts to
streams. Also, you should have received the original PCN the second
week of July (or so) when we sent it out for additional information. I
spoke with the engineer today, Jonathan Bards (sp?)(5504740). He said
that this was the first Phase with impacts. He said that future Phases
may need impacts but it's not known how much at this time (looks like at
least two additional road crossings). Current proposed impacts include
a single road crossing (146 feet of perennial stream and 6,395 sf of
buffers). After speaking with the engineer it appears that it's ok to
issue with conditions (deed notifications, future cumulative impacts,
cert. of completion, etc.). Let me know if you agree or need additional
information.
Thanks,
Bob
1 of 1 8/19/2003 2:00 PM
Triage Check List
Date: z? b3 Project Name.
DwQ#: 03- 093s-
County:
To: ? ARO
? FRO
? MRO
/? o
Mike Parker
Ken Averitte
Ala.
ve Mitchel
r2
- ? + From: 4,
-?576 aoj .
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919) 3
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
tream determination
S
XN
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
ABuffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream'and or wetland mitigation sites available and viable?
? Check drawings for accuracy
s the application consistent with pre-application meetings?
Cumulative impact concern
Comments:

3.
J
Neal C. Floyd & Associates, Inc.
FILE COPY 7/25
Xk-,k CINA bob ?Cxr Zec k I
IPo% Zj?JQ- 03 - v83S
!?nas..2_ TST
?.?-?ro,w -?or ' • awn tl o? &C- 34o4-
II
?1??.. b??s 1rt..e? cl¢ci AD `V 0` ?q
011 a? o.P?AA rw ``
dvr C?j W-Ar
T-l- owlw.v:e_ o.?.? -Fw???.ar q?,.e?a?ns ?lzo-??

QUALITYSFCTION
7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Michael F. Easley, Govemot
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Directot
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 15, 2003
DWQ # 03-0835
Johnston County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Royal Flush Development, LLC
Attn: Terry Coats
2378-H NC 42 West
Clayton, NC 27520
Subject Property: Plantation Point, Phase III located off of the Neuse River Parkway
Dear Mr. Coats:
On July 7, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill waters for the purpose of a road crossing in Johnston County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ #
listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can_
begin to determine your projects' compliance with 15A NCAC 2H.0500.
1. Please indicate on your plans how the crossing will comply with Condition 11 of GC 3404.
. Please telephone Bob Zarzecki at 919-733-9726 if you have any questions or would require copies of our
rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing or by fax at [phone] within three (3) weeks we will assume you no longer want
to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Neal Floyd, Neal Floyd & Associates, 7908 Audubon Drive, Raleigh, NC 27615
0
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.tis/ncwetlartds)
Customer Service #: 1-877-623-6748
Sincerely, '
Plant Detail incomplete
? Please provide a location map for the project.
?. Please'show all stream impacts including all fill sloes, disslpators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please Indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
C1 Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage..
? Please locate any planned sewer lines on the sits plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Pleass provide detall for the stormwater management practices as required by GC
a Please speclly'the percent of project Imperviousness area based on the estimated built-out conditions.
.Q Please indicate all stormwater ouffalls 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
0 The. 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 than 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 Yvon the plans ar 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. Offltse
flow through the entire buffer then. it maybe necessary to Provide stormwater management practices that remove nutrients before the stonmvater
can be disohargedthrough the buffer.
Cher
I The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was requested. Please provide $
This additional fee must be received before your application can be reviewed:
Plame complete Section(s) on the application.
Please provide a signed copy of the application.
Please provide copies of the application, copies of the site plans and other supporting information.
ligation
of compensatory in%atton is required for this project. Please provide a compensatory mitigation plan. The plan must confomt
to the requirements In 115A NCAC 2H .0500 and must be appropriate to the type of impacts proposed
Please Indicate which 404 PenTd the USACE would use to authorize this project.
314,0LI .

?b
I 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.
I Attach this card to the back of the mailpiece,
or on the front if space permits.
. Article Addressed to:
Royal Flush Development
2378-H NC 42 West
Clayton, NC 27520
DWQ# 03-0835 - Johnston
A. Signature
X `1/J,
? Agent
? Addresse(
f Deliver
B. Received by (Printed Name) I C. D 11-7
D. Is delivery address different from item 1? ?
If YES, enter delivery addrew below: ? No
3. Serv Type
Certified Mail ? press Mail
? Registered C1 Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
Article Number 7002 2410 0003 0275 1628
(rransfer from service labeq
'S Form 3811, August 2001 Domestic Return Receipt 102595-02-M-154
Wre
UNITED STATES POSTAL SERVIC First-Eiass
Postage=& Fees Paid
°USPS-.
`Permit No. G-10
• Sender:-Please print yoar name, address,'and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
f3 1 !t£itilttl1tlltlllttt£f££VI£111££1dill £t££1{££1£1till ££££11i4

CROSS SECTION
LE~~ND VARUIBLE MATERIAL
STAPLED IN PLACE -
6~ MIN
0 OUTLET PROTECTION ~o~ EEDING SP CIFICATIONS LEVEL LIP
0 Of SPREADER SEEDING MIXTURE RATE (LB/ACRE)
coNSTRUCT~oN ENTh~ANCE BURIED
s' M1N SPECIES TALL FESCUE 300
SERICEA LESPEDEZA 70
SEDIMENT TRAP SITE KOBE LESPEDEZA 10 . PENSACOLA BAHIAGRASS 50
~ , ~ ~ li vECErarEO DIVERSION ~ ~ W W W
Dl l/ERSION DITCH 0 , , .I A I I o
' ' ~ ' ' + W W TRANSmoN SEEDING NOTES ' ' ' / TO 0 GRADE 1. AFTER SEPTEMBER 1 USE UNSCARIFIED SERICEA SEED.
o~~ RlP RAP - LINED CHANNEL ~ ~ ~ \ • + ~ W 2. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 W W W LB/ACRE.
o E ~~pl ~ TRAP ~'1 ~J o! ~EJSPR~~ 2 ~ ~ \ ~ ~ 0 3. OVER-SEED 50 LB/ACRE OF TALL FESCUE EACH FALL, UNTIL WELL ESTABLISHED.
e LEVEL SPREADER I ~ ' w v W W W
I w W r II I m J g~ I •B • ~ .A . y W W W y y NURSE PLANTS BETWEEN APRIL 15 AND AUGUST 15, AOD 10 LB ACRE GERMAN MILLET OR 15 A R
2 ~ SEDIMENT FENCE I I ~ ' ~~%i I l W W W W W W ~ W W W / LB/ C E SUNDANGRASS. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE (GRAIN}.
U i r ~ I I ~ i HWY 42 / r ~ ~ ~ I STABLE `y `Y ~ STABILIZED uNOlsruReEO SLOPE FALL IS 8E5T FOR TAIL FESCUE ANO LATE WINTER FOR LESPEDEZAS. OVERSEEOING OF
ROCK DAM ~ ~ ~ ounEr W y W W y y y W KOBE LESPEDEZAS OVER THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE
i - , ~ J/ l W W W W W W L ~ W W W W UNHULLED BERMUDAGRASS SEED IN FALL.
~ ~ ~ ~ r r i W W W W W W W W W W W SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND
/j / i' r r W W W W W y W W W W AGRICULTURE UMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
i » r ~ i ~ B I r r " J~ ~Y W W W W W W V~\ MULCH
VICINITY MAP (NOT TO SCALE) TYPICAL RIP RAP CHANNEL \ ~ r "A y W W y y W y y W W APPLY 4,000 LB ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATE IAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING.
~ i ~ ~ A\ ~ I r W y y W y y NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
- _ ~ ~ MAINTENANCE
ll \ I MINIMUM DIMENSIONS REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
l y.~ 1 ~I~II~f~~ _ ~ ~ ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE ANO DESIGN FLOW ENTRANCE END MULCH DAMAGED AREAS IMMEDIATELY.
11 _ ~ 2 ~ ~ )1 1 t ~ SIZE (CFS) WIDTH DEPTH WIDTH LENGTH
FILTER FABRIC OR i / ~I / ~ 280 \ ~ ~ ~ ?85 GRAVEL REDOING l ~ I SO ~ ~ ~ , M M "A" 0-10 10' 0.5' 3' 10'
COMPACTED FILL ~ l l ~ I_~~ ~ , t C
I I ~ l ll \ rr 1 I - i FLOw TRAPEZOIDAL ' D , , , t "B" 10-20 16~ 0.6' 3' 20'
"C" 30-40 30' 0.8' 3' 40' ~ STA. J 1 +85.41
CHANNEL BOTTOM WIDTH SIDE SLOP PTH r _ m _ E DE CHANNEL LINER t / , l , I l ' I I ' 1 2' 3:1 1.4' 12 ROCK RIP RAP t ( ~ i ~ , ~ o RA A ~ (G VEL CCESS ORI~E)
I i LEVEL SPREADER
1= 2 2' 3:1 0.9' 12" ROCK RIP RAP It ~ ~y ~ I I 6' .I I I I r I I r » Nrs IQ
RIPR/ P-LINED CHANNEL DETAIL ;a~ - i 310 ' ~ m
Dll/ERSION DITCH f I , ~ ~ PIPE ,~1 NTS NTS ~ , ~ ~ ~ ?5' ~i I ROCK ABUTMENT ~ ~ ~
, I.I 1~ 18 RCP t I I ~ ~ • D »tl A4 = 1.87 ACRES ~ v l ~ xl
~ - - ~ ~ ~ ~ 2' MIN. 0 ~ ~ ~ ~ / ~ D
11 ~ _ ' MIN. SPILLWAY CREST ELEVATION ~ 70 - - ~ x / ~
I I i ~ LEVEL SPREADER ' _ - ~ ~ ~ SIZE C" ~ - _ ~ o 0 0 PIPE ,~6 ~ o o o ~ ~ ~ 18" RCP
~ t 275 ~ 0 11 - - - - U U E UPSTREAM 1 0~ Oe o 3 ~ _ ~ GRAVEL FACING 0 Ol B' MAX, 0 0 ~ D4 - J.12 ACRES
~ - - - "1 1 1 - - t ROCK DAM - _ THlcx MIN. ~ ~ 1
) I _ ~ ~r-f-~=_CONSTRUCTION U 0 i~ 0 0 n ROCK APRON ~ S[ ~D~~ P~ P~ a~ION 1.5' MIN.
Q I ~ 30' DRAINAGE 270 ~ ~ , - i ) , - ~ ~ ~ ~ _ ~ 305
POST ~(i I EASEMENT - FILTER FABRIC 0 0 III_I CHISEL COMPACTED AREAS ANO SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
D LA _ ` o ~ _ " 0 ~ 265 0 ~ I " ~ ROCK DAM SPILLWAY DETAIL CONDITIONS IF PRESENT. ROCK DAM CROSS SECTION TOP OF ROCK ABUTMENT LIMIT OF
II i FI \ i " p ^ - I TRAP ,~2 - - DISTURBANCE ~ RIP THE ENTIRE AREA TO A 6 INCH DEPTH. -I -
~I ~ LTER FABRIC i TRAP ~'3 ~ I 3 ~I o z STEEL "T" POST OR ~ 1=111__ _ ~ 2:1 111-111_111- 2' MIN. ~ ~ ~ ~ REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFAC
OUTLET ~I ~ 4" DIA. CRESOATED / ~ ~ r E -III-"' III_ on REASONABLY SMOOTH ANO UNIFORM. SLOPE FOUNDATION Oo`iL~ SPILLWAY ~ ,
~ POST III ~ ~ , t tr ~ r PJPE 2 PIPE DIA. I ~ r , # FLTER I - 14" MIN, n III ~ ~ ~ r ~ ~ r 30" RCP I I , i 111-I o ~ o ~ o ~ APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH
FABRIC I ' ~ I (CHANNEL ~l ~ ~ ~r'' ~ r DA = 14.77 ACRE,` \ iIIT_I_ Q,poQ,po ' / SOIL. ~ V~~t~~
ci o I ~R/P RAP -LINED ~ ' FILTER FABRIC ~ / ~ CONTINUE TILLAGE UNTIL WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
I I r TRAP 5 ' ~ TRAP 4 L HOG 8" MIN. I ~ ~ - A WIRE I co ro JII , , ' PREPARED, 4 TO 6 INCHES DEEP. GRAVEL FACING - ~
I ~ 260 265 G I ~ FILTER ~ ~ SEED ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT 0
I FABRIC ~ ~ ! ~ " E " ~ o ,~00 OR CULTIPACK AFTER SEEDING. ~ /
PIP D L 30 FENCE 1 BE PLACED V-TrcENCH ~ ~ ~ " E 0 50 A 0 W DMAX APRON STONE MIN. APRON AT THE :XTREME LIMIT MIN. 8" BACKFlLL 4"xb" H - F pipE DIA. (CFS) (INCHES) (FT.) (FT.) (FT.) (INCHES) THICKNESS CLASS THICKNESS OF THE aREA r0 BE w/ LAYER of GRAVEL T P G WIRE ~ ~ , r ?70 ~ ` i MuLCn iMME~~iHTEIr r~-iEF; SEt:"uiNG r~D ANCHOF t~vLi.,:. 0~ 0~ /
CLEARt ~ BE N ACED t LEI~EL SPREADER r , i 0 0 ~ ~ ~ ~ ~ / _ _ _ INSPECT ALL AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
1 1$" 4.8 4" 10' 4.5' 11.5' 6" 9" B 22" ~ ~E OST II SIZE A" ~ I D LTER FABRIC I 265 + PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER fi0X DAMAGED, RE- ~ - - - ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER ANO SEEDING RATES.
2 30" 37.7 8" 18' 7.5' 20.5' 12" 18" g 22" I , ~ ~ ( FLOW 5
ills II 24° l s " SED/MEN1" FENCE » » 3 3 6 14' S' 16' 9" 14" 8 22" NTS FUTURE I , l E MIN. ° LEVEL / CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION A R ~ p FTE ~ o o' APRON PERMANENT COVER IS ESTABLISHED.
" I I 1 1 I I ~ t 4 24 12.T 5" 12' 6' 14' 8" 12" B I 22° TION I i I ' 'I l P/PE ~3 ~ n v 0 25 ~ / J00
i CONSTRUC , l 24 " RCP SPILLWAY CREST ~ p~-jO,~Q~O,~ OC / coNSrRUCrioN
5 48" 147,2 14" 34' ' 2' 38' 21 " 32" 8 32" rr l ' I~ DA = 6.40 ACRES ~ I ` t , ~ S UENCE 0 0 0 0 0
6 18" 10.1 4" 10' ~ 4.5' 11.5' 6" 9" B 22° ~ TRAP ~6 'I i , < ~ °a / o 0 0~ ~ ~ THE CONTRACTOR SHAL{. INSTALL THE SEDIMENT TRAPS, CHANNELS, ETC. A5 SOON AS
ourLEr PROr cri N » F " . t, " c " E D ROCK ABUTMENTS 0 PRACTICABLE.
Nrs ~ t, 270 EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE
~ PLAN VIEW PLAN VIEW OF ROCK DAM WITH SPILLWAY DETAIL COMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB ~ ~ P95 THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE
ROCK DAM ~ CONTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE
270 s' "G " ~Q WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER. NTS ~ 5
~ I H 265 ~ ~'t' ~ ~ ~ 75 / 5 ALL SEDIMENT CONTROL DEVICES SHALL BE CLEANED AND MAINTAIN WH N
1800 CU FT/AC ~ t 1, ~ ~ ~ / ~ APPROACHES APPROXIMATELY ONE-HALF F ED E THE VOLUME ULL.
CHANNEL ,~2 / ~ ill~~ RIP R,4P -LINE / " I ~ ~ STA. 0+00.00 , - ~
/ I ~ ~ ~ _ CRAI~EL ACCESS DRIVE ~ ~ ~ THE PIPE IN THE STREAM SHAU_ BE INSTALLED AS FOLLOWS: INSTALL DOWNSTREAM CHECK DAM EIR, INSTALL UPSTREAM COFFER DAM, INSTALL PIPE, REMOVE COFFER DAM, REMOVE 280 LIMIT OF DO NSTREAM CHECK DAM/WEIR AND TIE INTO THE RIP RAP DISSIPATOR
/ ~ ~ ~ ~ 280 ~ \ /~--20' DRAINAGE , ~ DISTURBANCE ~ ~ -
` ~ EASEMENT ~ ~ V ~ ~ ~ ~ ~ FILTER FABRIC ~ , , ~ " y ' - ALL DITCHES, CHANNELS, ETC. SHALL BE STABILIZED AS SOON AS POSSIBLE TO MINIMIZE
X-SECTION In channels, roll out strips of netting parallel to the - - - - TRAP ~7 \ \ ~ \ ~ ` \ ~ ~ _ EROSION CONTROL REQUIREMENTS. \ ~ c I ~ 285 PIPE ~4
~ direction of flow and over the protective mulch. _ _ ~ ~ DESIGNED SETTLED ~ ~ c ~ I 24" RCP ~ - _ 1290 I THE CONTRACTOR SHALL TAKE ALL REASONAB PR lE ECAUTIONS TO AVOID THE SILTING OF
_ _ ~ ~ ~ ...----LEVEL SPREAr)ER TOP - - - , » ~ ~ OVERFlLL 6" ~ _ ~ SIZE B ~ ' ~ I Gl4 = 4.98 ACRES ' J I' ADJACENT STREAMS OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS ' ~ ~ ~ ~ ` ` ~ r PROJECT.
FOR SETTLEMENT ~ ~ ~ ~ I " ~ AS NOTED " ~ ~ ~ ' ~I~ ~ ~ " / 1 ~ \ " y % / THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING
' ~ ~ _ _ " r STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. A7 THAT TIME, THE
Q ~ _ ~ ~ ~ ~ _ _ "J , / EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO A5 TO CAUSE NO _ i STREAM SILTATION.
~ EMERG N Y -P ` ~ ~ ~ 2,1 SIDE E C BY ASS ~ SLOPE MAX. 6" BELOW SETTLED ~ \ Anchor netting in ~ Q ~ ~ ` ' ~ ~ ~ ` r / / THE CONTRACT R I R F
TOP OF DAM \r\~/ ~ a 12-inch trench t _i ~ y ~ ~1.1 SIDE ,,~j 2 n~h ? ` \ . 0' RIPARIAN LE _ _ _ ~ ~ 285 r l 0 S E EREEO TO THE DETAILED SPECIFlCATIONS FOR A DESCRIPTION OF LEVEL SPREADER • ! ~ _ ~ ~ ~ - I l / ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED.
SLOPE MAX, NATURAL GROUND overlap \ ~ ~~5___-~---'~~ Join stripe by anchoring ~ S/L SIZE A " ~ ~ r I l ~ , , /
FILTER FABRIC and overlapplnq. ~ ~ ~ 3' MIN. ~ ~G \ \ ,~~Ir NOTE: DISTURBED AREA ANO ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE
TEMPORARY LINER ~ ~ _ NTS '9,0\ ~ ~ ~ - ~ TRAP ,~8 " J " CONTAINED WITHIN THE ROADWAY RIGHTS-OF-WAY AND DRAINA M GE EASE ENTS. ` l/I
~ ~ ~ 280 l / EACH LEVEL SPREADER SHALL BE LOCATED WITHIN THE DRAINAGE AND ~ ~ ~ ' / UTILITY EASEMENT ANO OUTSIDE THE RIPARIAN BUFFER AREA. THE LEVEL ~ ~ ~
BG. 1 ~ + r SEDIMENT TRAP NOTE.• DIIiERSION DITCHES LABELED E" I ~ r SPREADERS THAT DISCHARGE INTO 7HE RIPARIAN BUFFERS SHALL REMAIN
, I NTS SHALL REQUIRE A TEMPORARY i~~ . \ ~ / FOLLOWING COMPLETION OF CONSTRUCTION. _
STRAW WITH NET IN R I I_______,i L E . I _ ' ~ ~ \ \ ~ ~ ~ ~ ~ ~ >R4P ,fig RIP, ~ / % \ ~ ~ ~ ~ ~ ~ RIpP~ / REFER TO NCDENR DIVISION OF WATER UA ITV IAN M A ~ ~ P 0 / O L GU 0 CE ANU L FOR \ ~ ~ 75 LEVEL S READER 5
I I /i I DIVERSION DITCHES LABELED C" i ~ / DISTURBED DRAINAGE / / / PROTECTING AND MAINTAINING RIPARIAN AREAS.
T VOL. REQ. DESIGN SURFACE SIZE ACTUAL WEIR AND H" SHALL REQUIRE A TEMPORARY l I ~ , / RAP AREA AREA I ~ ` = ~ J / / ~ ~ s J / \ \265 r- iii DISTURBED AREA 3.36 ACRES rt
(AC.) (AC.) (C.F.) CFS AREA (D-W-L) SIZE LENGTH SYNTHETIC MAT LINER. ~ - ~ _ ~ III ~
1 0.20 1.23 36D 2.6 128 3.5'-8'-16' 448 6' ~ 50' MINIMUM \ ~ J ~ ~ AMENDMENT ~ 265'S~ ~ ^
____-_----J = ~ ~ ~ ~ TO THE PREVIOUSLY APPROVED
2 D.37 2.02 666 4.4 200 3.5'-10'-20' 700 8'
O - N
0' 3 0.32 0.51 576 1.5 200 3.5'-10'-20' 700 4' ~ \ ~ ' ~ ~ / FER --270 ~ ~ gl1F FOR
l2' A.B.C. STONE V, IPA ~ppR
OR EOUI~ALENT ALL-WEATHER SURFACE ~ 4 0.19 2,24 342 4,5 OI 98 3.5 14 343 8 R
6' 6' ~ PLANTATION POINT S 0 ~ h VTATION POINT SUBOMSlON I P75 ~V,
Z, PHASE 1 5 0.11 0.19 198 0.5 72 3.5'-6'-12' 252 4' scovf ~/i/~r sE , JOHNSTON COUNTY, NORTH CAROLINA e
_ nu>URAC cRaU,vo ' k, ~1 o~
W 6 0.13 0.23 234 0.6 7 - - oe ~ -
2 3,5 6 12 252 4 e' A.B.C &ISf COURSE ~ " " z Dalton En ineerin
2 ~-3 DIA. 7 0.86 7.09 1,548 14.4 450 3.5'-15'-30' 1.575 19' GRAVFI /1CCF4~ . TvPlrel CFIf`TIIf1Al COARSE AGGREGATE 9 g ~ PIPE ~5 , N Cqq ~ 07 1 ~
48" RCP ~ ~nrl A~~nni~~n~ ® A
vvNTS I I v mrir. uCrIrn D4 = 57.7J ACRES 0,F-53/ti :;L% %AN 1%A IF #'%m
8 0.26 0.41 468 1.2 162 3.5'-9'-18' 567 4' CONSTRUCTION ENTRANCE
SEAL 446 East Main Street 919 550.4740
NTS 100 0 0 100 200 300 : 16282 P.O. Box 426 Fax [phone]
9 0.26 0.41 468 1.2 162 3.5'-9'-18' 567 4' Clayton, NC 27520
„ T, DPI, ,lob: 99050-P3 Date: 12/06/2000 Revision: 002
Sca Scale 1 100 REVISION 02.' NCOENR COMMENTS -,:/7/01 1~ fll
REVISION 01: NCOENR COMMENTS - 1/10/01 File: S&EPLAN Drawn: DBL Sheet: 1 of 1

_ ~
o °
tiF ~ SITE ~ ~s ,
F ~ ' 1 ~ v SR 170 NC GRID NAD 83
0 4 ~ 1 ~
~ ~
~ r~
\ r R1VeR ~ r ~
~ r v ~ r ~
h2 r ~a ~G ~ ~ ~
~ ~ ~
~ ~ ~
~ ~
~ ~ ~ ~
~ ~ ~ ~ ~ RIPARIAN ~ ~c ~ ~
BUFFER ~ ~ ~ ` ~ ~ / ~ ~ ~ ~ ~ ~
~ ~ / ~ ~ y ~ ~
~ ~ ~ ~ ~
~ ~ ~ o ~ ~ \ ~ ~
` \ ~
~ ~
\ \

`
, \
l ~ . ~ 1 `
l ` . 1 / ~
1 ~ ~
,
r r i ~ , ~ r ,
~ ~ ' ~ r ~ ~ i i ~ ' ~ , r i
~ r ~i`. i ' r
~ i i ; r r^~ r ~ X32 ,FUTURE DEVELOPMENT
/ ~ / ~
X311 ~ r r
' ~ ' ' r ~ i r i r
r \ r
X341 / ~ RIPARIAN r ~ i BUFFER .ter , r ~
, r (3 ~ , r
5 r ~ 291 - _ ~ , ~
~ , i , , \
X361 ~ ~ 1 ~ i Q,~ X28 1. , ,
J ~ i ~ TOTAL AREA IN BUFFERS & POND,.......35.537 AC 0 ~ ,
~3~ G ~27~ X171 AVERAGE LOT SIZE ................................18,500 SFt / -l ~18~ / ~ ~ ~ , TYPICAL HOUSE BOX, ...............................50' X 60'
' r ~ J i
~ ' 61 ~ 381 ~ , `
~J ~ `191 ~^I ~ o ~ 6 r
U r ~ ~
/ , 391 ~ i ~ ; ~ w /151 ~ I r
3 r r / I i
I ' \4p1 ,~41 X211 ~^1
14 / \ 11 ` RIPARIAN
^ BUFFER
X411 ~12~ X231 / 2~ / 131
CONSERV~JION ^ NG
X421 S, BELLAIRE CT X101 ;EASEMENT I . N. BELLAIRE: CT. 117 , . I~. ,
P.. I I I L is I 1
t'^ ~ 1 511 ~ ^ ~ ~4~ l50 z ~7 ~ , ~ 1 II I / 1 I I /
~ / 1 O i ~ I 1 1 I t 1 I 11 I I
~ ~ ~ ^1 r ^ 118 1 : ~ o ~ ~g ~ 1 1 ~ ~ I I 1 / 1 I 11 ~ /
X441 < X491 /521 Y /6 ~ 1 ~ , C*1 / Z 119 11 ~ i ~ 1 1 I / I I 1 ! /
Z O 1 i , i -I i i i 1 I 1 I / i 1 I I I / ~
`451 X481 /53~ o X51 ~ ~ 1 I I i / i y.. ii
~ 120 0 € ~ ~ < 0 ~ ~ _ ~
~ m p RIPARIAN ZIAN I / •ER II I /
^ c 0 FUNRE: -BUFFER ~ /461 ~ ~47~ X541 X41 121 Q i I / I 1 / \
~ / / 102 ~ 0 0 i I 1 ! 1 /
i' ~ /31 e ~ 11 I ~ \
~5g 122 101 II / ~ i~ ~ I 1 I I 1 1 1 I / ~ ~ i I 1 I 1 I I / I/ ~ \ i / I I I 1 I 1 I I /
4 1 1 i~ i~ I 1 I 1 I II II I / i ~ i I l
^ I.' 123 z X21 ~ 00 i \ ~ / I I 1 I 1 I 1 I / ~ ~ I 1 I I I I I / f I I I 1 I I 1 I
m c I N X561 \ i 1 r l P I 1 I / FUTURE DEVELO ME~VT ,
m 124 99 / I I I 1 I I I 1 / ~ / 1 1 1 1 1 I Imo- /
X11 J / I 1 1 I I ~ i ~ i / 1 I 1 1 y
m E / ~ i ~ I
~ AtE DRN 98 WINDG / 2 ~ !f I 1 ' /
~ ROSSIN, ~ 1: ` . I 1 11 II % ~I I 1 1 / I I ~ ~ 11 11 I II I I /
~ X581 ~ ~L X941 ~59~ ~5T 7 ~ . . 1 I I I I 1 I I
D RIPARIAN I I I I I I 1 I! POND, BUFFER I I 1 1 1 I 11 II
~ FUTURE DEVELOPMENT I I I I I I I 1 1 1 1 I i
i~ ~g31 ^ 95 1 I I 1 I 1 i 1 1 I 1
X601 I I I I I 1 I I I
X621 ^ 1
~ / ^ X631 ~ 1
X61 \ r RIPARIAN
~ ^ R• FF R \gJl Rp C eu E
AFFO X641 X St /
901 V66 651 hr i PRELIMINARY LOT LAYOUT & OVERALL SITE PLAN
,,2 FOR
891 `67~ X711 ~ J D
OPp , WILDERS TOWNSHIP, JOHNSTON COUNTY
R 68 y ~ OAD LE i'~ - ^ ~61 R~ R GAG X88 r /7~ M~RpN AD NORTH CAROLINA
OR ~ X691 ~51 ~ / ESN 0 JULY 2> 2003
MO ~ / N~ m X741 S sy ,~pl ~ ~87i ,
RF ~ ~81 ~E NOT FOR RECt;I~~ATION, SURVEYED BY:
Wq / Y CONVEYA~f;;~_~ v; SALES
X861 ^ '`191 X801 oRnwN Bv, ~ . .
^ X811 `J 851 ^
Rdt / ~ X71
200 0 200 400 600 CHECKED BY: 190 CLAYTON COMMERCE CENTER CLAYTON, N.C. 27520
oRawiNC NAME! TELEPHONE: [phone]
FAX: [phone]
Scale: 1" = 200' SURVEY DATE: email: tlsurveying*msn.com
)i. JOB NO.

BAS~'D ON NCDOT DESIGN STANDARDS OF UTILIZING 4:1 THE AREA OF RIPARIAN BUFi ER WHICH CONTAINS THE PIPE ~
FILL SLOPES WITH GUARDRAIL, A 104' LF LENGTH OF PIPE CROSSING HAS BEEN DENOTED WITH A LD BO ~.INE, THIS
WOULD BE REQUIRED FOR THE STREAM CROSSING. THE AREA CONTAINS 6395 SF, Oil 0.146 AG
P1P~' CROSSING WOULD DISTURB 146 LF OF TREAM ED. S B
AREA 1N RIPARIAN BUFFER.' i
ZONE 1: 4561 SF (D. I1 AC.) ' ~ . , , ~ ZONE 2.• 1834 SF ~O.p4 AC.)
i~ ~ I I
I ~i ,i - _ ~ iii! ~ / ~ ~ ; ~ ~ ; v ourLEr , I I
~ " ~ PROTECTION ~ 4:1 FILL /SLOPES ~ y'~ ; 1 -
/ , , STA, 7t 00 ~ ~ ~ ,I ; 1
~ ~ , ~ / ~1 I ~ SAN. SEWER SERVICE W i . BEGIN ROAD CONSTRUCTION r--~ I
I ~ ~ ~ ' I / ~ ~ I', TO LOr 97 SHALL BE ~ 1 r t ~ I 1 O N A ~ I ~ , ~ ~ ~ ~ NOT • LE~FL I ~ TO STREET A ~
4 ~ ' , MODE EXISTING TEMPOR,4RY / SPREADER o ~ ~ \ i ~ ~ 1 , , ~ 1 / ~ ~ ~ I ~ \ I i ! ~
~ ~ BLOWOFF ASSEMBLY AND - / ~ ~ I j ~ ~ ~ i i ~ I A
~ ; EXTEND 8" PVC WATER ~ ~ ~ ~ SEDIMENT ~ IA I , / / STA. 10120. J4 - I \ i
~ ~ ,-LINE FROM STA. 7100 TRAP EXTEND' BASE COGR E 10' 1 ~ , h STA. 0+00.00 I s I I
~ I i, , ' ( / \ \ PAST END OF PAVEMENT \ I FU r U \ REI ~
8" P ~ ~ VC WA rE R LI I 8 X 8 rEE r ~ ` l I . 1 ~ I / i ~ EEL OP I MENT I
~ ~ ` ~ ~ ~ ! , ~ 2-8" GATE VA 2" TEMPO RY 1~ ~ A' I ~ / ~ j 3, ~ ~ ~ . I L DES ~ I i ~ ~
' ~1 ~ ~ , ~ ~ ~ ~ ~ BL WOFF AS EM ~ Y _ ~ i ~ ~ ~ 'i ; i i , , ~ F ~ I ~ ~
-r- ~ ~ ~ I ~ ~ Cry r• ~ ~ , ~ ~ ~ ~ ~ ;i. ~ r , ~ - ~ r I ~ o ~ r~ ~ ~ ~ i ~ i i
f ~ O I l t 1 . ~ ~ - , ~ ~ .L . A I I y
t ~ , , ~ , . N ~ ~ ~ o ~ , RAE _ ~
, ~ t ~ ~ ~r~~~~ - ATE ~ :1 ~ i ~ ~ , I I
~ ~ i ~ ~ i , i r ~ ~ ~ ~ ~ ~ - • ,i ~ FU ~ ~
~ q ~ ~ ~ 2 ~ ~ ~ 3 ~ ' UIt~E CONSx ~ - ~ ~ 5'UC ~ I ~ ~
R ~ ~ ~ ~ ~ ~ h STA. 10+ 10. oo i ~ ~ 1 ~ ~ ~ ; ,~:'r X a ~ ~ ~ MH 7
~ II ~ , ' ~ i I
~ J 1 i v 5 p I a STA. 11 t, 0. DO END SANS SEWER ? ~
8 , ~ i ~ II 1 ~ P~ i ~ ~ _ - ~ ~ ~ ' ~ ` ~ > PL UG AND SEAL END ~
T~ ~ P/. r o I
,1 6 -~'~48 R,C.P. ®1.509 I I Q ~ ~ NOTE.• i I ~ ~ ~
' WI INLET AND OUTLET HEADWALLS I i DA 57.7 ACRES ~ ~ ALL EMBANKMENT FI L GREATER THAN I ~ \ a rER rHAN
_ _ INV, - 26230 ~ 0 ~ SEV'_N F T 7 SU FR + ~ I
~ 1 ~ F E.E O, A MEA RED OM • - 1NV 0 T - 260.71 ~ roP ~ ~ IRED FROM ~ ~ j FUTURE '
_ ~I oFeAN ROADWAY CENTERLI TO INl/ERT, FOR K ' c ~l/ERT, FOR i' DE~E~ OPME N T
TE, ~I _ I i NoTE.• ALL STORM ORAINA E PIPE CROSSING NO Q ~ so. CROSSINGS ° ~ , ~
Rr rH sH BE ~ I - ~ SAN. SEWER SERI/ICE SHALL EI~;HER HA l/ GUARDRAIL INl/E S OF E R.C.P, ALL .~-I 'A, ! TO L T 96 „ QI ~ \ ,0 0 SHALL BE INSTALLED TO NCD T SPECIFICATIONS ?AlL ~ ~ i ~ ~ ~ ~ i
PLACED 6 -9 BEL W THE STREAM BED ~ q'Ai TO MH 7 ~I ~ ~y FICATIONS ~ ~ ~ i
ELEUA rioN To coMP w~rH N. c. D. w. Q. ti ~ OR BE GRADED TO A 4:1 SLOPE OR 'I 0 ~ 'LOPE OR ! ' I i \ i
cc 3404 - coNDmo 11. o - 5 ~ ~ i FLATTER, hl = ~ ~ ~eP ~ ~F ~ i I i
_ _ ~ o ~ ~ - ! ~ ~
~ W ~ ~ ~ I ~ i
- - \ ~ ~ I ~
~ \ ~ ~ \ ~ ~ j ~ j ~
~ ~ ~ I, i I ~ ; I i
p N SCALE.' =50 \ ~ I ~ ~ i ~ i
~ - - ~ ~ ~ ~ ~ N ro ~ ~ ~ ro~ o h ~ ~ ~ ~ ~
I W ~I N) ~ i N NI ~I ~ ~ ~ O rl• ~ ~ ~ i i
N M N N' N N; N i N N N N N N~ NI N N' N ~i N ~ j I I
j ~ I i ~ ~ ~ ~ I ~ ~ ~ ~ i ! i I I
5 29 I I i _ ~---r-- ~ -r-- ---I--- i 295 , ,a.
i I ~ i i tY - ~ I EXISTING GR~ DE OF 2409 I -
I I i
~ I i I I I ~ ~ ,
RAPE AS NDMI ED Vb
290 ~ I ~ ~ ~ ~ i 2 g O ro vrcF or weu 1`
n
I pR ~ _ _ --r /1 ~ 1
i I ~ ~ i I~ ~ U~ ~ ! !o AT N p ll~G
~ j I i, ~ ~ ~ I I I i ~ , i PPE
285 ~ ~ Q , --fi-- - . 1 285 ~
j I~'~ ~ i i_~ ,
- i ~ ~ T 20.00' V.C. ~ ; U
j SCR ~ ~ ~ i K = .78 ~ pfd /r r4o. usEO1 e i
i i ! TOP 279.40 i ~ ~ I i ; E i ~ ~ ~R ENO ELEVATION DOMEL 9AR 'X` i
280 I ~ I ~ ~ v ~ / f - ~ _ 280
G M G
~ ~ o~°
o~ j i ~ / 5~ I o I ~ i I
I ' ~ I ' ~ I I R ~ TA. 11170.00 END SAN. SEWER o I ~ E ~ , V'1 G I o ~ i I SE LUG AND SE~,.4L END R - DOWELS IN ENDWALL W1TH REINFORCED CONCRETE PIPE
275 ~TE~ ~ I ~ ~ 2 7 5 PIPE swae ~E uar&.e rwe
e - _ i Rp i ~ ~ I _ - - I ~ ~ ( ~ ~ ~ LOC, DIA. 15` 18" 24" 30" 36" 42"T48" 15" ! 1~` 24" 30' 36" 4 " "
8P~ ~ ~ ~ a i I ~ I I I I I BARS "x" .X. .X. .X. "K. .Y. .X. .Y. "X'"-', "X. .X. .X. .K. "X. .Y„
c ~ ~ T _ G QTY. 2 2 3 3 4 4 5 2~ 3 3 4 4 5 fi ~ ~ ~ ~ ~ ~ ~ N TY.
1 ER ~/ti i ~ I Op I £ ~ ~ I ~ 60 ~ ~ I Q 2 I- 2 1 2 2 2 2 2 3 2 i oowa G QTY. 2 2 3 3 4 4 1 5 2 i 2 3 3 4 4 5
~ ~ N~,~jU ~ V I /1' 270 ~ ~ c ~ ~I' 2 ~ 0 '10~ TOTAL LBS. 9 9 14 14 19 55 65 12 i 19 19 23 77 92
~
~ ~ i i - i ~ ~ ~ ~ ~ ~NOTE~ ~ DIMENSIONS AND CONCRETE QUANTITIES rArrat ncrt.:
I' i 1N~ IN 270.20 0 ALL EMBANKMENT FILL GREATER THAN a TER THAN USING CONCRETE PIPE srcwt eE i' cw ~a~ A Awars a r
~ I 1NV. our - 270.00 ~ I SEl/EN Fr=ET 7 , AS MEASURED FROM ! I ~ ~ ~ ~ ~ ~ J'lEYSD~ BRED FROM ~ couuar OWEN90P19 DOUBtF RPE N ~ A
I W i 265 i ~ i I ~ I ~ ~ ~ ROADWAY CENTERLINE TO INI/ER1; FOR D H B G T 5 L YD3 M L YD3 ~ IIIrH A MIe1tU CrF J' QvIt7Y Ann A lEAnw cr e• LESS rHW ENOMY[ SERI; FOR 2 6 5 AIE ro ~ esm rqv n,~ ~ tnmw
~ ~ ~ - ALL STORM DRAINAGE PIPE CROSSINGS ~ ~ 15" J'-3' P-8' 2'-0' 2-1/4' P-I/Y 5'-6' ~ 0.7 z'-2' T-8' 1.0 ~ CROSS~IVGS _ wue nrCatss snewrr s nnr ro ~ untxrnt7m ro ,~A,v
NorE• ; ~ 1 ~ ~ SHALL EITHER HAI/E GUARORAI 18" 3'-T I'-10' 3'-2' s-t/Y 10' 8'-4` 1.0 2'-7" 8'-11' 1.J ~ I nre rnlarnas Acvx: ,,:v~ avr a urn w ca~wrnrro cnawwr. uuwmres iA~L 24" 4'-2' 2'-1' ~'-0' 3' 10' 8'-0' 1.5 3'-5' 11'-5' 2.0 ~ n[ cav>racrrae aesrs ro r.~ A cavsrwuCrKw .nawr a nr bnrrav
4 , C,P, H LL BE ~ ~ L IN~ER7~' OF THE R S q ~ N ~ i ^ I C A` Ihl aPC 94N N' DbMF7.~' FNdi ff HACiD M lik' BASE AS 51A~1IN Q4 ACA YS ~ 30" 5-0' 2'-8' 4'-Y 1-~/1' t-I 9'-2' 23 4'-3' 13'-5" 3.1 aLVAS, 9M[YrG' (1~ BIRS S 7V d~' AggPCU11N7FiY 7T' C£MFRS uv1ESS
PLACE s -9 BEL w rHE srR M eED ~ I INSTALLED TO NCDOT SPECIFICATIONS ~ I I o ELEI/A ON TO COM c r wires N. c! D. w, Q. DR B GRADE TO A 4,1 SLOPE OR OnfRMISE C?IPEG7Fn BY r!E e,1t~AfDi; LOPE ~R 36" 5'-8' 2'-8' 5'-8' h4!~' 2-t/ n'-o' 3.4 5'-0' 78'-0" 4.5 wnov nE awrx~crow c~exrs ro us>- A aans~rrxA;ncw xwr Ar rMr e»rraw
J ' ~ GC 34 4 - CONDI ON 11. C ~ FLATTER. I, 42" 8'-2' 3'-1" 6'-4' S-1/4' I-I tP'-E' 4.5 5'-1D'16'-6' 6.0 C~`' n[ H°[ Mn PotnP IIE B45F SfA4wfiZr of Pow .9'WL aE lErr M7't~'!.
260 I I ~ _ 260 ~.._e. ,,_5. 4. _ ~ ~•«„~7,r.~ 8 T-2' S-J/ 11 14'-~' ~ B.0 B'-8" 21'-0' B.0
I ~ 48 " R. C. P.~ ~ i ~ ~ i ~ Q
I I I o ~
I I ~ I N (15'" 7HRU 4B" PIPE - 90' SKEW)
j I i ~ ~ ~ ° I i ~
255 I _ ~ 255 - _
I Q j I ~
< ~ NOT TO SCALE ~
N t~ d' N r ~ I ~ N N N j i 00 I O r M O (D 00 (0 ; N 00 M trj N 'I c0 ~ s st 00 r
~ ~ i ~ ~iI °I u; ao~ ~I ~i ~ ro ;o ~I N r ~ ~ ~ ~ I ~ ~ ~ oo w l ao ao rn rn l rn =
250 N ~ N N N j N N N N N N N N N N a~ 250 ~ _~L_
5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 ~ ~
4
PROFILE SCALES:
7 = 50 HOR. _
7 = 5 l/ERT
n,,~tttlttt,, i«
~N ~ .Dalton En ~.°~leerin o ~
tream r in D ~ ~ - oss etail O,.'~~ESS~ ~'•.~i
~ °~y~.2'. and Asso~~~ ~es P. A. FoR •Q 9".~- . _
SEAS ~ . . ,t
PLANTATION POINT - PHASE 3 16282 446 East Ma!n fit.--eet [phone] F P.O. Sox 42f F ~ , .ti : ~ ax [phone]
~iNE J CAROLINA Clayton, NC 27- 140 OHNSTON COUNTY NORTH ~ o:
k .D
Job: 990,50 41) Date: 11 /20/2001 Revision: 001 ti
REVISION 001: ADDRESSED N.C.D.W.Q. COMMENTS - 7/22/63 File: DWQ ti c Drawn: DBL Sheet: 1 of 1
a

CROSS SECTION
LE~~ND VARUIBLE MATERIAL
STAPLED IN PLACE -
6~ MIN
0 OUTLET PROTECTION ~o~ EEDING SP CIFICATIONS LEVEL LIP
0 Of SPREADER SEEDING MIXTURE RATE (LB/ACRE)
coNSTRUCT~oN ENTh~ANCE BURIED
s' M1N SPECIES TALL FESCUE 300
SERICEA LESPEDEZA 70
SEDIMENT TRAP SITE KOBE LESPEDEZA 10 . PENSACOLA BAHIAGRASS 50
~ , ~ ~ li vECErarEO DIVERSION ~ ~ W W W
Dl l/ERSION DITCH 0 , , .I A I I o
' ' ~ ' ' + W W TRANSmoN SEEDING NOTES ' ' ' / TO 0 GRADE 1. AFTER SEPTEMBER 1 USE UNSCARIFIED SERICEA SEED.
o~~ RlP RAP - LINED CHANNEL ~ ~ ~ \ • + ~ W 2. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 W W W LB/ACRE.
o E ~~pl ~ TRAP ~'1 ~J o! ~EJSPR~~ 2 ~ ~ \ ~ ~ 0 3. OVER-SEED 50 LB/ACRE OF TALL FESCUE EACH FALL, UNTIL WELL ESTABLISHED.
e LEVEL SPREADER I ~ ' w v W W W
I w W r II I m J g~ I •B • ~ .A . y W W W y y NURSE PLANTS BETWEEN APRIL 15 AND AUGUST 15, AOD 10 LB ACRE GERMAN MILLET OR 15 A R
2 ~ SEDIMENT FENCE I I ~ ' ~~%i I l W W W W W W ~ W W W / LB/ C E SUNDANGRASS. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE (GRAIN}.
U i r ~ I I ~ i HWY 42 / r ~ ~ ~ I STABLE `y `Y ~ STABILIZED uNOlsruReEO SLOPE FALL IS 8E5T FOR TAIL FESCUE ANO LATE WINTER FOR LESPEDEZAS. OVERSEEOING OF
ROCK DAM ~ ~ ~ ounEr W y W W y y y W KOBE LESPEDEZAS OVER THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE
i - , ~ J/ l W W W W W W L ~ W W W W UNHULLED BERMUDAGRASS SEED IN FALL.
~ ~ ~ ~ r r i W W W W W W W W W W W SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND
/j / i' r r W W W W W y W W W W AGRICULTURE UMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
i » r ~ i ~ B I r r " J~ ~Y W W W W W W V~\ MULCH
VICINITY MAP (NOT TO SCALE) TYPICAL RIP RAP CHANNEL \ ~ r "A y W W y y W y y W W APPLY 4,000 LB ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATE IAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING.
~ i ~ ~ A\ ~ I r W y y W y y NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
- _ ~ ~ MAINTENANCE
ll \ I MINIMUM DIMENSIONS REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
l y.~ 1 ~I~II~f~~ _ ~ ~ ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE ANO DESIGN FLOW ENTRANCE END MULCH DAMAGED AREAS IMMEDIATELY.
11 _ ~ 2 ~ ~ )1 1 t ~ SIZE (CFS) WIDTH DEPTH WIDTH LENGTH
FILTER FABRIC OR i / ~I / ~ 280 \ ~ ~ ~ ?85 GRAVEL REDOING l ~ I SO ~ ~ ~ , M M "A" 0-10 10' 0.5' 3' 10'
COMPACTED FILL ~ l l ~ I_~~ ~ , t C
I I ~ l ll \ rr 1 I - i FLOw TRAPEZOIDAL ' D , , , t "B" 10-20 16~ 0.6' 3' 20'
"C" 30-40 30' 0.8' 3' 40' ~ STA. J 1 +85.41
CHANNEL BOTTOM WIDTH SIDE SLOP PTH r _ m _ E DE CHANNEL LINER t / , l , I l ' I I ' 1 2' 3:1 1.4' 12 ROCK RIP RAP t ( ~ i ~ , ~ o RA A ~ (G VEL CCESS ORI~E)
I i LEVEL SPREADER
1= 2 2' 3:1 0.9' 12" ROCK RIP RAP It ~ ~y ~ I I 6' .I I I I r I I r » Nrs IQ
RIPR/ P-LINED CHANNEL DETAIL ;a~ - i 310 ' ~ m
Dll/ERSION DITCH f I , ~ ~ PIPE ,~1 NTS NTS ~ , ~ ~ ~ ?5' ~i I ROCK ABUTMENT ~ ~ ~
, I.I 1~ 18 RCP t I I ~ ~ • D »tl A4 = 1.87 ACRES ~ v l ~ xl
~ - - ~ ~ ~ ~ 2' MIN. 0 ~ ~ ~ ~ / ~ D
11 ~ _ ' MIN. SPILLWAY CREST ELEVATION ~ 70 - - ~ x / ~
I I i ~ LEVEL SPREADER ' _ - ~ ~ ~ SIZE C" ~ - _ ~ o 0 0 PIPE ,~6 ~ o o o ~ ~ ~ 18" RCP
~ t 275 ~ 0 11 - - - - U U E UPSTREAM 1 0~ Oe o 3 ~ _ ~ GRAVEL FACING 0 Ol B' MAX, 0 0 ~ D4 - J.12 ACRES
~ - - - "1 1 1 - - t ROCK DAM - _ THlcx MIN. ~ ~ 1
) I _ ~ ~r-f-~=_CONSTRUCTION U 0 i~ 0 0 n ROCK APRON ~ S[ ~D~~ P~ P~ a~ION 1.5' MIN.
Q I ~ 30' DRAINAGE 270 ~ ~ , - i ) , - ~ ~ ~ ~ _ ~ 305
POST ~(i I EASEMENT - FILTER FABRIC 0 0 III_I CHISEL COMPACTED AREAS ANO SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
D LA _ ` o ~ _ " 0 ~ 265 0 ~ I " ~ ROCK DAM SPILLWAY DETAIL CONDITIONS IF PRESENT. ROCK DAM CROSS SECTION TOP OF ROCK ABUTMENT LIMIT OF
II i FI \ i " p ^ - I TRAP ,~2 - - DISTURBANCE ~ RIP THE ENTIRE AREA TO A 6 INCH DEPTH. -I -
~I ~ LTER FABRIC i TRAP ~'3 ~ I 3 ~I o z STEEL "T" POST OR ~ 1=111__ _ ~ 2:1 111-111_111- 2' MIN. ~ ~ ~ ~ REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFAC
OUTLET ~I ~ 4" DIA. CRESOATED / ~ ~ r E -III-"' III_ on REASONABLY SMOOTH ANO UNIFORM. SLOPE FOUNDATION Oo`iL~ SPILLWAY ~ ,
~ POST III ~ ~ , t tr ~ r PJPE 2 PIPE DIA. I ~ r , # FLTER I - 14" MIN, n III ~ ~ ~ r ~ ~ r 30" RCP I I , i 111-I o ~ o ~ o ~ APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH
FABRIC I ' ~ I (CHANNEL ~l ~ ~ ~r'' ~ r DA = 14.77 ACRE,` \ iIIT_I_ Q,poQ,po ' / SOIL. ~ V~~t~~
ci o I ~R/P RAP -LINED ~ ' FILTER FABRIC ~ / ~ CONTINUE TILLAGE UNTIL WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
I I r TRAP 5 ' ~ TRAP 4 L HOG 8" MIN. I ~ ~ - A WIRE I co ro JII , , ' PREPARED, 4 TO 6 INCHES DEEP. GRAVEL FACING - ~
I ~ 260 265 G I ~ FILTER ~ ~ SEED ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT 0
I FABRIC ~ ~ ! ~ " E " ~ o ,~00 OR CULTIPACK AFTER SEEDING. ~ /
PIP D L 30 FENCE 1 BE PLACED V-TrcENCH ~ ~ ~ " E 0 50 A 0 W DMAX APRON STONE MIN. APRON AT THE :XTREME LIMIT MIN. 8" BACKFlLL 4"xb" H - F pipE DIA. (CFS) (INCHES) (FT.) (FT.) (FT.) (INCHES) THICKNESS CLASS THICKNESS OF THE aREA r0 BE w/ LAYER of GRAVEL T P G WIRE ~ ~ , r ?70 ~ ` i MuLCn iMME~~iHTEIr r~-iEF; SEt:"uiNG r~D ANCHOF t~vLi.,:. 0~ 0~ /
CLEARt ~ BE N ACED t LEI~EL SPREADER r , i 0 0 ~ ~ ~ ~ ~ / _ _ _ INSPECT ALL AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
1 1$" 4.8 4" 10' 4.5' 11.5' 6" 9" B 22" ~ ~E OST II SIZE A" ~ I D LTER FABRIC I 265 + PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER fi0X DAMAGED, RE- ~ - - - ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER ANO SEEDING RATES.
2 30" 37.7 8" 18' 7.5' 20.5' 12" 18" g 22" I , ~ ~ ( FLOW 5
ills II 24° l s " SED/MEN1" FENCE » » 3 3 6 14' S' 16' 9" 14" 8 22" NTS FUTURE I , l E MIN. ° LEVEL / CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION A R ~ p FTE ~ o o' APRON PERMANENT COVER IS ESTABLISHED.
" I I 1 1 I I ~ t 4 24 12.T 5" 12' 6' 14' 8" 12" B I 22° TION I i I ' 'I l P/PE ~3 ~ n v 0 25 ~ / J00
i CONSTRUC , l 24 " RCP SPILLWAY CREST ~ p~-jO,~Q~O,~ OC / coNSrRUCrioN
5 48" 147,2 14" 34' ' 2' 38' 21 " 32" 8 32" rr l ' I~ DA = 6.40 ACRES ~ I ` t , ~ S UENCE 0 0 0 0 0
6 18" 10.1 4" 10' ~ 4.5' 11.5' 6" 9" B 22° ~ TRAP ~6 'I i , < ~ °a / o 0 0~ ~ ~ THE CONTRACTOR SHAL{. INSTALL THE SEDIMENT TRAPS, CHANNELS, ETC. A5 SOON AS
ourLEr PROr cri N » F " . t, " c " E D ROCK ABUTMENTS 0 PRACTICABLE.
Nrs ~ t, 270 EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE
~ PLAN VIEW PLAN VIEW OF ROCK DAM WITH SPILLWAY DETAIL COMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB ~ ~ P95 THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE
ROCK DAM ~ CONTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE
270 s' "G " ~Q WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER. NTS ~ 5
~ I H 265 ~ ~'t' ~ ~ ~ 75 / 5 ALL SEDIMENT CONTROL DEVICES SHALL BE CLEANED AND MAINTAIN WH N
1800 CU FT/AC ~ t 1, ~ ~ ~ / ~ APPROACHES APPROXIMATELY ONE-HALF F ED E THE VOLUME ULL.
CHANNEL ,~2 / ~ ill~~ RIP R,4P -LINE / " I ~ ~ STA. 0+00.00 , - ~
/ I ~ ~ ~ _ CRAI~EL ACCESS DRIVE ~ ~ ~ THE PIPE IN THE STREAM SHAU_ BE INSTALLED AS FOLLOWS: INSTALL DOWNSTREAM CHECK DAM EIR, INSTALL UPSTREAM COFFER DAM, INSTALL PIPE, REMOVE COFFER DAM, REMOVE 280 LIMIT OF DO NSTREAM CHECK DAM/WEIR AND TIE INTO THE RIP RAP DISSIPATOR
/ ~ ~ ~ ~ 280 ~ \ /~--20' DRAINAGE , ~ DISTURBANCE ~ ~ -
` ~ EASEMENT ~ ~ V ~ ~ ~ ~ ~ FILTER FABRIC ~ , , ~ " y ' - ALL DITCHES, CHANNELS, ETC. SHALL BE STABILIZED AS SOON AS POSSIBLE TO MINIMIZE
X-SECTION In channels, roll out strips of netting parallel to the - - - - TRAP ~7 \ \ ~ \ ~ ` \ ~ ~ _ EROSION CONTROL REQUIREMENTS. \ ~ c I ~ 285 PIPE ~4
~ direction of flow and over the protective mulch. _ _ ~ ~ DESIGNED SETTLED ~ ~ c ~ I 24" RCP ~ - _ 1290 I THE CONTRACTOR SHALL TAKE ALL REASONAB PR lE ECAUTIONS TO AVOID THE SILTING OF
_ _ ~ ~ ~ ...----LEVEL SPREAr)ER TOP - - - , » ~ ~ OVERFlLL 6" ~ _ ~ SIZE B ~ ' ~ I Gl4 = 4.98 ACRES ' J I' ADJACENT STREAMS OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS ' ~ ~ ~ ~ ` ` ~ r PROJECT.
FOR SETTLEMENT ~ ~ ~ ~ I " ~ AS NOTED " ~ ~ ~ ' ~I~ ~ ~ " / 1 ~ \ " y % / THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING
' ~ ~ _ _ " r STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. A7 THAT TIME, THE
Q ~ _ ~ ~ ~ ~ _ _ "J , / EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO A5 TO CAUSE NO _ i STREAM SILTATION.
~ EMERG N Y -P ` ~ ~ ~ 2,1 SIDE E C BY ASS ~ SLOPE MAX. 6" BELOW SETTLED ~ \ Anchor netting in ~ Q ~ ~ ` ' ~ ~ ~ ` r / / THE CONTRACT R I R F
TOP OF DAM \r\~/ ~ a 12-inch trench t _i ~ y ~ ~1.1 SIDE ,,~j 2 n~h ? ` \ . 0' RIPARIAN LE _ _ _ ~ ~ 285 r l 0 S E EREEO TO THE DETAILED SPECIFlCATIONS FOR A DESCRIPTION OF LEVEL SPREADER • ! ~ _ ~ ~ ~ - I l / ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED.
SLOPE MAX, NATURAL GROUND overlap \ ~ ~~5___-~---'~~ Join stripe by anchoring ~ S/L SIZE A " ~ ~ r I l ~ , , /
FILTER FABRIC and overlapplnq. ~ ~ ~ 3' MIN. ~ ~G \ \ ,~~Ir NOTE: DISTURBED AREA ANO ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE
TEMPORARY LINER ~ ~ _ NTS '9,0\ ~ ~ ~ - ~ TRAP ,~8 " J " CONTAINED WITHIN THE ROADWAY RIGHTS-OF-WAY AND DRAINA M GE EASE ENTS. ` l/I
~ ~ ~ 280 l / EACH LEVEL SPREADER SHALL BE LOCATED WITHIN THE DRAINAGE AND ~ ~ ~ ' / UTILITY EASEMENT ANO OUTSIDE THE RIPARIAN BUFFER AREA. THE LEVEL ~ ~ ~
BG. 1 ~ + r SEDIMENT TRAP NOTE.• DIIiERSION DITCHES LABELED E" I ~ r SPREADERS THAT DISCHARGE INTO 7HE RIPARIAN BUFFERS SHALL REMAIN
, I NTS SHALL REQUIRE A TEMPORARY i~~ . \ ~ / FOLLOWING COMPLETION OF CONSTRUCTION. _
STRAW WITH NET IN R I I_______,i L E . I _ ' ~ ~ \ \ ~ ~ ~ ~ ~ ~ >R4P ,fig RIP, ~ / % \ ~ ~ ~ ~ ~ ~ RIpP~ / REFER TO NCDENR DIVISION OF WATER UA ITV IAN M A ~ ~ P 0 / O L GU 0 CE ANU L FOR \ ~ ~ 75 LEVEL S READER 5
I I /i I DIVERSION DITCHES LABELED C" i ~ / DISTURBED DRAINAGE / / / PROTECTING AND MAINTAINING RIPARIAN AREAS.
T VOL. REQ. DESIGN SURFACE SIZE ACTUAL WEIR AND H" SHALL REQUIRE A TEMPORARY l I ~ , / RAP AREA AREA I ~ ` = ~ J / / ~ ~ s J / \ \265 r- iii DISTURBED AREA 3.36 ACRES rt
(AC.) (AC.) (C.F.) CFS AREA (D-W-L) SIZE LENGTH SYNTHETIC MAT LINER. ~ - ~ _ ~ III ~
1 0.20 1.23 36D 2.6 128 3.5'-8'-16' 448 6' ~ 50' MINIMUM \ ~ J ~ ~ AMENDMENT ~ 265'S~ ~ ^
____-_----J = ~ ~ ~ ~ TO THE PREVIOUSLY APPROVED
2 D.37 2.02 666 4.4 200 3.5'-10'-20' 700 8'
O - N
0' 3 0.32 0.51 576 1.5 200 3.5'-10'-20' 700 4' ~ \ ~ ' ~ ~ / FER --270 ~ ~ gl1F FOR
l2' A.B.C. STONE V, IPA ~ppR
OR EOUI~ALENT ALL-WEATHER SURFACE ~ 4 0.19 2,24 342 4,5 OI 98 3.5 14 343 8 R
6' 6' ~ PLANTATION POINT S 0 ~ h VTATION POINT SUBOMSlON I P75 ~V,
Z, PHASE 1 5 0.11 0.19 198 0.5 72 3.5'-6'-12' 252 4' scovf ~/i/~r sE , JOHNSTON COUNTY, NORTH CAROLINA e
_ nu>URAC cRaU,vo ' k, ~1 o~
W 6 0.13 0.23 234 0.6 7 - - oe ~ -
2 3,5 6 12 252 4 e' A.B.C &ISf COURSE ~ " " z Dalton En ineerin
2 ~-3 DIA. 7 0.86 7.09 1,548 14.4 450 3.5'-15'-30' 1.575 19' GRAVFI /1CCF4~ . TvPlrel CFIf`TIIf1Al COARSE AGGREGATE 9 g ~ PIPE ~5 , N Cqq ~ 07 1 ~
48" RCP ~ ~nrl A~~nni~~n~ ® A
vvNTS I I v mrir. uCrIrn D4 = 57.7J ACRES 0,F-53/ti :;L% %AN 1%A IF #'%m
8 0.26 0.41 468 1.2 162 3.5'-9'-18' 567 4' CONSTRUCTION ENTRANCE
SEAL 446 East Main Street 919 550.4740
NTS 100 0 0 100 200 300 : 16282 P.O. Box 426 Fax [phone]
9 0.26 0.41 468 1.2 162 3.5'-9'-18' 567 4' Clayton, NC 27520
„ T, DPI, ,lob: 99050-P3 Date: 12/06/2000 Revision: 002
Sca Scale 1 100 REVISION 02.' NCOENR COMMENTS -,:/7/01 1~ fll
REVISION 01: NCOENR COMMENTS - 1/10/01 File: S&EPLAN Drawn: DBL Sheet: 1 of 1

_ ~
o °
tiF ~ SITE ~ ~s ,
F ~ ' 1 ~ v SR 170 NC GRID NAD 83
0 4 ~ 1 ~
~ ~
~ r~
\ r R1VeR ~ r ~
~ r v ~ r ~
h2 r ~a ~G ~ ~ ~
~ ~ ~
~ ~ ~
~ ~
~ ~ ~ ~
~ ~ ~ ~ ~ RIPARIAN ~ ~c ~ ~
BUFFER ~ ~ ~ ` ~ ~ / ~ ~ ~ ~ ~ ~
~ ~ / ~ ~ y ~ ~
~ ~ ~ ~ ~
~ ~ ~ o ~ ~ \ ~ ~
` \ ~
~ ~
\ \

`
, \
l ~ . ~ 1 `
l ` . 1 / ~
1 ~ ~
,
r r i ~ , ~ r ,
~ ~ ' ~ r ~ ~ i i ~ ' ~ , r i
~ r ~i`. i ' r
~ i i ; r r^~ r ~ X32 ,FUTURE DEVELOPMENT
/ ~ / ~
X311 ~ r r
' ~ ' ' r ~ i r i r
r \ r
X341 / ~ RIPARIAN r ~ i BUFFER .ter , r ~
, r (3 ~ , r
5 r ~ 291 - _ ~ , ~
~ , i , , \
X361 ~ ~ 1 ~ i Q,~ X28 1. , ,
J ~ i ~ TOTAL AREA IN BUFFERS & POND,.......35.537 AC 0 ~ ,
~3~ G ~27~ X171 AVERAGE LOT SIZE ................................18,500 SFt / -l ~18~ / ~ ~ ~ , TYPICAL HOUSE BOX, ...............................50' X 60'
' r ~ J i
~ ' 61 ~ 381 ~ , `
~J ~ `191 ~^I ~ o ~ 6 r
U r ~ ~
/ , 391 ~ i ~ ; ~ w /151 ~ I r
3 r r / I i
I ' \4p1 ,~41 X211 ~^1
14 / \ 11 ` RIPARIAN
^ BUFFER
X411 ~12~ X231 / 2~ / 131
CONSERV~JION ^ NG
X421 S, BELLAIRE CT X101 ;EASEMENT I . N. BELLAIRE: CT. 117 , . I~. ,
P.. I I I L is I 1
t'^ ~ 1 511 ~ ^ ~ ~4~ l50 z ~7 ~ , ~ 1 II I / 1 I I /
~ / 1 O i ~ I 1 1 I t 1 I 11 I I
~ ~ ~ ^1 r ^ 118 1 : ~ o ~ ~g ~ 1 1 ~ ~ I I 1 / 1 I 11 ~ /
X441 < X491 /521 Y /6 ~ 1 ~ , C*1 / Z 119 11 ~ i ~ 1 1 I / I I 1 ! /
Z O 1 i , i -I i i i 1 I 1 I / i 1 I I I / ~
`451 X481 /53~ o X51 ~ ~ 1 I I i / i y.. ii
~ 120 0 € ~ ~ < 0 ~ ~ _ ~
~ m p RIPARIAN ZIAN I / •ER II I /
^ c 0 FUNRE: -BUFFER ~ /461 ~ ~47~ X541 X41 121 Q i I / I 1 / \
~ / / 102 ~ 0 0 i I 1 ! 1 /
i' ~ /31 e ~ 11 I ~ \
~5g 122 101 II / ~ i~ ~ I 1 I I 1 1 1 I / ~ ~ i I 1 I 1 I I / I/ ~ \ i / I I I 1 I 1 I I /
4 1 1 i~ i~ I 1 I 1 I II II I / i ~ i I l
^ I.' 123 z X21 ~ 00 i \ ~ / I I 1 I 1 I 1 I / ~ ~ I 1 I I I I I / f I I I 1 I I 1 I
m c I N X561 \ i 1 r l P I 1 I / FUTURE DEVELO ME~VT ,
m 124 99 / I I I 1 I I I 1 / ~ / 1 1 1 1 1 I Imo- /
X11 J / I 1 1 I I ~ i ~ i / 1 I 1 1 y
m E / ~ i ~ I
~ AtE DRN 98 WINDG / 2 ~ !f I 1 ' /
~ ROSSIN, ~ 1: ` . I 1 11 II % ~I I 1 1 / I I ~ ~ 11 11 I II I I /
~ X581 ~ ~L X941 ~59~ ~5T 7 ~ . . 1 I I I I 1 I I
D RIPARIAN I I I I I I 1 I! POND, BUFFER I I 1 1 1 I 11 II
~ FUTURE DEVELOPMENT I I I I I I I 1 1 1 1 I i
i~ ~g31 ^ 95 1 I I 1 I 1 i 1 1 I 1
X601 I I I I I 1 I I I
X621 ^ 1
~ / ^ X631 ~ 1
X61 \ r RIPARIAN
~ ^ R• FF R \gJl Rp C eu E
AFFO X641 X St /
901 V66 651 hr i PRELIMINARY LOT LAYOUT & OVERALL SITE PLAN
,,2 FOR
891 `67~ X711 ~ J D
OPp , WILDERS TOWNSHIP, JOHNSTON COUNTY
R 68 y ~ OAD LE i'~ - ^ ~61 R~ R GAG X88 r /7~ M~RpN AD NORTH CAROLINA
OR ~ X691 ~51 ~ / ESN 0 JULY 2> 2003
MO ~ / N~ m X741 S sy ,~pl ~ ~87i ,
RF ~ ~81 ~E NOT FOR RECt;I~~ATION, SURVEYED BY:
Wq / Y CONVEYA~f;;~_~ v; SALES
X861 ^ '`191 X801 oRnwN Bv, ~ . .
^ X811 `J 851 ^
Rdt / ~ X71
200 0 200 400 600 CHECKED BY: 190 CLAYTON COMMERCE CENTER CLAYTON, N.C. 27520
oRawiNC NAME! TELEPHONE: [phone]
FAX: [phone]
Scale: 1" = 200' SURVEY DATE: email: tlsurveying*msn.com
)i. JOB NO.

BAS~'D ON NCDOT DESIGN STANDARDS OF UTILIZING 4:1 THE AREA OF RIPARIAN BUFi ER WHICH CONTAINS THE PIPE ~
FILL SLOPES WITH GUARDRAIL, A 104' LF LENGTH OF PIPE CROSSING HAS BEEN DENOTED WITH A LD BO ~.INE, THIS
WOULD BE REQUIRED FOR THE STREAM CROSSING. THE AREA CONTAINS 6395 SF, Oil 0.146 AG
P1P~' CROSSING WOULD DISTURB 146 LF OF TREAM ED. S B
AREA 1N RIPARIAN BUFFER.' i
ZONE 1: 4561 SF (D. I1 AC.) ' ~ . , , ~ ZONE 2.• 1834 SF ~O.p4 AC.)
i~ ~ I I
I ~i ,i - _ ~ iii! ~ / ~ ~ ; ~ ~ ; v ourLEr , I I
~ " ~ PROTECTION ~ 4:1 FILL /SLOPES ~ y'~ ; 1 -
/ , , STA, 7t 00 ~ ~ ~ ,I ; 1
~ ~ , ~ / ~1 I ~ SAN. SEWER SERVICE W i . BEGIN ROAD CONSTRUCTION r--~ I
I ~ ~ ~ ' I / ~ ~ I', TO LOr 97 SHALL BE ~ 1 r t ~ I 1 O N A ~ I ~ , ~ ~ ~ ~ NOT • LE~FL I ~ TO STREET A ~
4 ~ ' , MODE EXISTING TEMPOR,4RY / SPREADER o ~ ~ \ i ~ ~ 1 , , ~ 1 / ~ ~ ~ I ~ \ I i ! ~
~ ~ BLOWOFF ASSEMBLY AND - / ~ ~ I j ~ ~ ~ i i ~ I A
~ ; EXTEND 8" PVC WATER ~ ~ ~ ~ SEDIMENT ~ IA I , / / STA. 10120. J4 - I \ i
~ ~ ,-LINE FROM STA. 7100 TRAP EXTEND' BASE COGR E 10' 1 ~ , h STA. 0+00.00 I s I I
~ I i, , ' ( / \ \ PAST END OF PAVEMENT \ I FU r U \ REI ~
8" P ~ ~ VC WA rE R LI I 8 X 8 rEE r ~ ` l I . 1 ~ I / i ~ EEL OP I MENT I
~ ~ ` ~ ~ ~ ! , ~ 2-8" GATE VA 2" TEMPO RY 1~ ~ A' I ~ / ~ j 3, ~ ~ ~ . I L DES ~ I i ~ ~
' ~1 ~ ~ , ~ ~ ~ ~ ~ BL WOFF AS EM ~ Y _ ~ i ~ ~ ~ 'i ; i i , , ~ F ~ I ~ ~
-r- ~ ~ ~ I ~ ~ Cry r• ~ ~ , ~ ~ ~ ~ ~ ;i. ~ r , ~ - ~ r I ~ o ~ r~ ~ ~ ~ i ~ i i
f ~ O I l t 1 . ~ ~ - , ~ ~ .L . A I I y
t ~ , , ~ , . N ~ ~ ~ o ~ , RAE _ ~
, ~ t ~ ~ ~r~~~~ - ATE ~ :1 ~ i ~ ~ , I I
~ ~ i ~ ~ i , i r ~ ~ ~ ~ ~ ~ - • ,i ~ FU ~ ~
~ q ~ ~ ~ 2 ~ ~ ~ 3 ~ ' UIt~E CONSx ~ - ~ ~ 5'UC ~ I ~ ~
R ~ ~ ~ ~ ~ ~ h STA. 10+ 10. oo i ~ ~ 1 ~ ~ ~ ; ,~:'r X a ~ ~ ~ MH 7
~ II ~ , ' ~ i I
~ J 1 i v 5 p I a STA. 11 t, 0. DO END SANS SEWER ? ~
8 , ~ i ~ II 1 ~ P~ i ~ ~ _ - ~ ~ ~ ' ~ ` ~ > PL UG AND SEAL END ~
T~ ~ P/. r o I
,1 6 -~'~48 R,C.P. ®1.509 I I Q ~ ~ NOTE.• i I ~ ~ ~
' WI INLET AND OUTLET HEADWALLS I i DA 57.7 ACRES ~ ~ ALL EMBANKMENT FI L GREATER THAN I ~ \ a rER rHAN
_ _ INV, - 26230 ~ 0 ~ SEV'_N F T 7 SU FR + ~ I
~ 1 ~ F E.E O, A MEA RED OM • - 1NV 0 T - 260.71 ~ roP ~ ~ IRED FROM ~ ~ j FUTURE '
_ ~I oFeAN ROADWAY CENTERLI TO INl/ERT, FOR K ' c ~l/ERT, FOR i' DE~E~ OPME N T
TE, ~I _ I i NoTE.• ALL STORM ORAINA E PIPE CROSSING NO Q ~ so. CROSSINGS ° ~ , ~
Rr rH sH BE ~ I - ~ SAN. SEWER SERI/ICE SHALL EI~;HER HA l/ GUARDRAIL INl/E S OF E R.C.P, ALL .~-I 'A, ! TO L T 96 „ QI ~ \ ,0 0 SHALL BE INSTALLED TO NCD T SPECIFICATIONS ?AlL ~ ~ i ~ ~ ~ ~ i
PLACED 6 -9 BEL W THE STREAM BED ~ q'Ai TO MH 7 ~I ~ ~y FICATIONS ~ ~ ~ i
ELEUA rioN To coMP w~rH N. c. D. w. Q. ti ~ OR BE GRADED TO A 4:1 SLOPE OR 'I 0 ~ 'LOPE OR ! ' I i \ i
cc 3404 - coNDmo 11. o - 5 ~ ~ i FLATTER, hl = ~ ~ ~eP ~ ~F ~ i I i
_ _ ~ o ~ ~ - ! ~ ~
~ W ~ ~ ~ I ~ i
- - \ ~ ~ I ~
~ \ ~ ~ \ ~ ~ j ~ j ~
~ ~ ~ I, i I ~ ; I i
p N SCALE.' =50 \ ~ I ~ ~ i ~ i
~ - - ~ ~ ~ ~ ~ N ro ~ ~ ~ ro~ o h ~ ~ ~ ~ ~
I W ~I N) ~ i N NI ~I ~ ~ ~ O rl• ~ ~ ~ i i
N M N N' N N; N i N N N N N N~ NI N N' N ~i N ~ j I I
j ~ I i ~ ~ ~ ~ I ~ ~ ~ ~ i ! i I I
5 29 I I i _ ~---r-- ~ -r-- ---I--- i 295 , ,a.
i I ~ i i tY - ~ I EXISTING GR~ DE OF 2409 I -
I I i
~ I i I I I ~ ~ ,
RAPE AS NDMI ED Vb
290 ~ I ~ ~ ~ ~ i 2 g O ro vrcF or weu 1`
n
I pR ~ _ _ --r /1 ~ 1
i I ~ ~ i I~ ~ U~ ~ ! !o AT N p ll~G
~ j I i, ~ ~ ~ I I I i ~ , i PPE
285 ~ ~ Q , --fi-- - . 1 285 ~
j I~'~ ~ i i_~ ,
- i ~ ~ T 20.00' V.C. ~ ; U
j SCR ~ ~ ~ i K = .78 ~ pfd /r r4o. usEO1 e i
i i ! TOP 279.40 i ~ ~ I i ; E i ~ ~ ~R ENO ELEVATION DOMEL 9AR 'X` i
280 I ~ I ~ ~ v ~ / f - ~ _ 280
G M G
~ ~ o~°
o~ j i ~ / 5~ I o I ~ i I
I ' ~ I ' ~ I I R ~ TA. 11170.00 END SAN. SEWER o I ~ E ~ , V'1 G I o ~ i I SE LUG AND SE~,.4L END R - DOWELS IN ENDWALL W1TH REINFORCED CONCRETE PIPE
275 ~TE~ ~ I ~ ~ 2 7 5 PIPE swae ~E uar&.e rwe
e - _ i Rp i ~ ~ I _ - - I ~ ~ ( ~ ~ ~ LOC, DIA. 15` 18" 24" 30" 36" 42"T48" 15" ! 1~` 24" 30' 36" 4 " "
8P~ ~ ~ ~ a i I ~ I I I I I BARS "x" .X. .X. .X. "K. .Y. .X. .Y. "X'"-', "X. .X. .X. .K. "X. .Y„
c ~ ~ T _ G QTY. 2 2 3 3 4 4 5 2~ 3 3 4 4 5 fi ~ ~ ~ ~ ~ ~ ~ N TY.
1 ER ~/ti i ~ I Op I £ ~ ~ I ~ 60 ~ ~ I Q 2 I- 2 1 2 2 2 2 2 3 2 i oowa G QTY. 2 2 3 3 4 4 1 5 2 i 2 3 3 4 4 5
~ ~ N~,~jU ~ V I /1' 270 ~ ~ c ~ ~I' 2 ~ 0 '10~ TOTAL LBS. 9 9 14 14 19 55 65 12 i 19 19 23 77 92
~
~ ~ i i - i ~ ~ ~ ~ ~ ~NOTE~ ~ DIMENSIONS AND CONCRETE QUANTITIES rArrat ncrt.:
I' i 1N~ IN 270.20 0 ALL EMBANKMENT FILL GREATER THAN a TER THAN USING CONCRETE PIPE srcwt eE i' cw ~a~ A Awars a r
~ I 1NV. our - 270.00 ~ I SEl/EN Fr=ET 7 , AS MEASURED FROM ! I ~ ~ ~ ~ ~ ~ J'lEYSD~ BRED FROM ~ couuar OWEN90P19 DOUBtF RPE N ~ A
I W i 265 i ~ i I ~ I ~ ~ ~ ROADWAY CENTERLINE TO INI/ER1; FOR D H B G T 5 L YD3 M L YD3 ~ IIIrH A MIe1tU CrF J' QvIt7Y Ann A lEAnw cr e• LESS rHW ENOMY[ SERI; FOR 2 6 5 AIE ro ~ esm rqv n,~ ~ tnmw
~ ~ ~ - ALL STORM DRAINAGE PIPE CROSSINGS ~ ~ 15" J'-3' P-8' 2'-0' 2-1/4' P-I/Y 5'-6' ~ 0.7 z'-2' T-8' 1.0 ~ CROSS~IVGS _ wue nrCatss snewrr s nnr ro ~ untxrnt7m ro ,~A,v
NorE• ; ~ 1 ~ ~ SHALL EITHER HAI/E GUARORAI 18" 3'-T I'-10' 3'-2' s-t/Y 10' 8'-4` 1.0 2'-7" 8'-11' 1.J ~ I nre rnlarnas Acvx: ,,:v~ avr a urn w ca~wrnrro cnawwr. uuwmres iA~L 24" 4'-2' 2'-1' ~'-0' 3' 10' 8'-0' 1.5 3'-5' 11'-5' 2.0 ~ n[ cav>racrrae aesrs ro r.~ A cavsrwuCrKw .nawr a nr bnrrav
4 , C,P, H LL BE ~ ~ L IN~ER7~' OF THE R S q ~ N ~ i ^ I C A` Ihl aPC 94N N' DbMF7.~' FNdi ff HACiD M lik' BASE AS 51A~1IN Q4 ACA YS ~ 30" 5-0' 2'-8' 4'-Y 1-~/1' t-I 9'-2' 23 4'-3' 13'-5" 3.1 aLVAS, 9M[YrG' (1~ BIRS S 7V d~' AggPCU11N7FiY 7T' C£MFRS uv1ESS
PLACE s -9 BEL w rHE srR M eED ~ I INSTALLED TO NCDOT SPECIFICATIONS ~ I I o ELEI/A ON TO COM c r wires N. c! D. w, Q. DR B GRADE TO A 4,1 SLOPE OR OnfRMISE C?IPEG7Fn BY r!E e,1t~AfDi; LOPE ~R 36" 5'-8' 2'-8' 5'-8' h4!~' 2-t/ n'-o' 3.4 5'-0' 78'-0" 4.5 wnov nE awrx~crow c~exrs ro us>- A aans~rrxA;ncw xwr Ar rMr e»rraw
J ' ~ GC 34 4 - CONDI ON 11. C ~ FLATTER. I, 42" 8'-2' 3'-1" 6'-4' S-1/4' I-I tP'-E' 4.5 5'-1D'16'-6' 6.0 C~`' n[ H°[ Mn PotnP IIE B45F SfA4wfiZr of Pow .9'WL aE lErr M7't~'!.
260 I I ~ _ 260 ~.._e. ,,_5. 4. _ ~ ~•«„~7,r.~ 8 T-2' S-J/ 11 14'-~' ~ B.0 B'-8" 21'-0' B.0
I ~ 48 " R. C. P.~ ~ i ~ ~ i ~ Q
I I I o ~
I I ~ I N (15'" 7HRU 4B" PIPE - 90' SKEW)
j I i ~ ~ ~ ° I i ~
255 I _ ~ 255 - _
I Q j I ~
< ~ NOT TO SCALE ~
N t~ d' N r ~ I ~ N N N j i 00 I O r M O (D 00 (0 ; N 00 M trj N 'I c0 ~ s st 00 r
~ ~ i ~ ~iI °I u; ao~ ~I ~i ~ ro ;o ~I N r ~ ~ ~ ~ I ~ ~ ~ oo w l ao ao rn rn l rn =
250 N ~ N N N j N N N N N N N N N N a~ 250 ~ _~L_
5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 ~ ~
4
PROFILE SCALES:
7 = 50 HOR. _
7 = 5 l/ERT
n,,~tttlttt,, i«
~N ~ .Dalton En ~.°~leerin o ~
tream r in D ~ ~ - oss etail O,.'~~ESS~ ~'•.~i
~ °~y~.2'. and Asso~~~ ~es P. A. FoR •Q 9".~- . _
SEAS ~ . . ,t
PLANTATION POINT - PHASE 3 16282 446 East Ma!n fit.--eet [phone] F P.O. Sox 42f F ~ , .ti : ~ ax [phone]
~iNE J CAROLINA Clayton, NC 27- 140 OHNSTON COUNTY NORTH ~ o:
k .D
Job: 990,50 41) Date: 11 /20/2001 Revision: 001 ti
REVISION 001: ADDRESSED N.C.D.W.Q. COMMENTS - 7/22/63 File: DWQ ti c Drawn: DBL Sheet: 1 of 1
a