20011451 Ver 1_COMPLETE FILE_20011005

0 GNA11?Rp?
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o ,;? 11?? I Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
November 13, 2001
DWQ# 01-1451
Johnston County
Lanny Clifton
Son-Lan Development Company, Inc.
5160 NC 42 West
Clayton, NC, 27529
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Condition
Dear Mr. Clifton:
You have our approval, in accordance with the attached conditions, to place fill in 112 linear feet of streams and 9940 square feet of
Neuse Buffers in order to construct the Mallard Ridge Subdivision in Johnston County, as described in your application received by the
Division of Water Quality on October 5, 2001, and in additional information received on November 8, 2001. After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3289, which can be downloaded
from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use Nationwide Permit Number 14 when it is
issued by the U.S. Army Corps of Engineers. This approval is also valid for the Neuse River Buffer Rules (15A NCAC 2B .0233). In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed 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 in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner
must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland
fills for this project (now or in the future) exceed one acre, 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 as well as the additional conditions
listed below:
1. An additional condition is that stormwater shall be directed to diffuse flow at non-erosive velocities through the protected stream
buffers;
2. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within
50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands .
If you do not accept any of the conditions of this certification, 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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any -
questions, please telephone Steve Mitchell in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central Office at 919-
733-9721.
Attachments
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Neal Floyd, 7908 Audubon Drive, Raleigh, NC, 27615
011451
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
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Hchael F. Easlayr
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G Oovamor
j G WIIAarn Q P=, Jr., Secretary
A Department of Environmont and Mural Raswn=
Gregory J. Thorye, Ph.D_, Acting DWgcWr
Dhision of Water Quality
CERTI1FIED MAIL - RETURN RECEIPT' REQUESTED
Son-Law Development Company
5160 Highway 42 West
Clayton, NC 27529
November 1, 2001
DWQ Project # 01-1451
Johnston County
Subject Property: Mallard Ridge Subdivision, New Bethcl Road (SR1548), Clayton, Johnston County, NC
Unnamed tributary streams to Swift Creek [03.04-02; 27-43-8; C NSW]
Dear Sirs,
On October 30, 2001, the Division of Water Quality (DWQ) received the supplemental information to your original applicadon for
the subject property as requested in our letter to you dated October 22, 2001. Insufficient evidence is present in our flits to conclude that
your project must be built as planned in water$ and/or protected riparian buffers in accordance with 15A NCAC 2H .0506 and 213.0233.
Therefore, unless additional information as described below is pro vided to this office, we will have to move toward denial of your Neuse
River Buffer Authorization Certificate and 401 Water Quality Certification as mquircd by 15A NCAC 2B .0233(8) and 2H -0:506 and
will place this project on hold as incomplete until we receive this additional information.
1. Please provide detailed construction plans of the proposed stream crossing of "Street B" (as indicated on the PrcUrnintuy Layout
dated 9119/01, revision 002). Please include the footprint of any proposed disturbance (including pipe, road surface, fill slopes, inlet
and outlet protection, stream channel relocations and the construction corridor) to the protected riparian buffers and strewn_ You
may include design plans of just the stream crossing at a scale of 1" . 50' or 1" = 100' on 8 4i z l 1 or 11 x 17 paper.
2. Stormwater shell be directed to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers
without re-concentrsting. Please Ftovide information that provides details of all stormwatcr discharge points (Including proposed
ditches), plan details, and calculations to indicate that diffuse flow ttuougb the protected buffers as described above will be
achieved. Specifically, be sure to iwlude information on how you intend to handle any stormwater associated with the road
crossing of the stream and buffers.
Picas: respond in writing within three weeks of the date of this letter by sending seven copies of this information to this ot6ce. If
we do not hear from you in three weeks. we wiassume that you no longer want to pursue this project and we wfll consider the project
as withdrawn. I can be reached at 919-733-9646 if you have any questions.
AV:
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1 etlands unit. sot
Cc: Steve Mitchell, DWQ Raleigh Regional Office
IKen C Floyd 4k Ascocrat*,4rno., 7908 Audubon DrivC,1%aleigb, NC Z701J
File copy .. .
Central Piles
DWQ 011451
North Carolina Division of Wotan Quality. 4ol wilvands Ccnrric Wn unit,
1550 LbA ServiC• CentOr. Rdel(itt. NC 271399-i 650 (Nianing Addrtas)
2321 Crabtree Blvd., Raleigh, NC 27804-2260 (1.acatku)
919.733.1788 (phone), 919-733.6893 (W), hit 1h2o.onr.&tata,nc.whioW0ta,Wa/
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OC? QG Mlchael F. Easley
,y Governor
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y WI81m G. Rasa,Jr.Secretary
p Oepartx*nt ct Envircnment and Natural Resources
Kerr T. Slevens
Division of Waler Quality

Division of Water Quality
Department of Environmental and Natural Resources
. Wetlands/401 Unit
Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260
Mailing A8dress: 1660 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
Fax To: Fax Number: 91a 55 0 g+L't
Company: Date:
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From:_ Phone: G>.li i?3 g7lzl
No. Of Pages including cover sheet:
2
Notes or spec?ai'instructlons:
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Division of Water Quality 2321 Crabtree Blvd, Ste 250 Ralci;h. NC 27604.2260
Wet!and31401 Unt: (919) 733.17a6

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7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
October 17, 2001
Neal Floyd
7908 Audubon Drive
Raleigh, N. C. 27615
W
NORTH CAROLINA DEPARTmetrr OF
ENVIRONMENT AND N.vuRAL Rz5cxiRc=
Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 01-253
Mallard Ridge Subdivision
SR 1458
Johnston County
Dear Mr. Floyd:
On July 23, 2001 I met with you at the subject property to conduct a site visit for the above referenced
project. This project is referenced by the Raleigh Regional Office as NBRRO 01-253. It was determined
that there is only one feature on site that is at least intermittent. This stream feature is represented on the
Johnston County Soils Map but is not depicted on the Edmondson USGS Map.
The Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233) states that water bodies that
are at least intermittent are subject to protection. The subdivision plat indicated the subject feature and the
required buffer.
Please be reminded that a PreConstruction Notification and the appropriate fee must be transmitted and
approved prior to any impacts to the buffer. 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/Dorney
Wake County
H:\nbrl et. for\nbr01 \mal lard.25 3
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephono [phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
OF W ATFROG
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Michael F. Easley, Governor
William G. Ross Jr., So4rotary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
October 22, 2001
DWQ # 01-1451
Johnston County
Son-Law Development Co.
5160 Highway 42W
Clayton, NC 27529
Dear Sirs:
On October 05, 2001 the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plan to
impact streams and buffers for the purpose of developing Mallard Ridge subdivision at SR1548 in Johnston County. Approval from
DWQ is required to disturb these stream and buffers. Please provide seven copies of the following information and refer to the DWQ #
listed above in your reply. In particular as described in 15A NCAC 213 .0502, we will require you to provide a detailed site plan which
clearly shows all protected streams and buffers on the site. Please show these maps of suitable scale (for instance 1" =100 feet) so we
can begin to determine your projects compliance with 15A NCAC 2H .0500.
Please call Mr. Bob Zarzecki at [phone] 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©. The processing time for this application will
begin when this information is received. If we do not hear you by writing within three (3) weeks we will assume you no longer want to
pursue the project and will consider it withdrawn.
cc:
Raleigh DWQ Regional Office U
Raleigh Corps Engineers
Central Files
File Copy
Neal Floyd, Neal Floyd & Associates, 7908 Audubon Drive, Raleigh, NC 27615

Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax-[phone]
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7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Thursday, September 27, 2001
U. S Army Corps of Engineers
Division of Water Quality - 401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
To whom it may concern:
Neal C. Floyd and Associates and Dalton Engineering and Associates, PA have
authorization from Son-Lan Development Company, Inc. to act as their agents on
matters of concern pertaining to wetlands/401 certification on Mallards Ridge
Subdivision located on SR 1548, Johnston County, NC.
Truly yours,
l?1
Lanny on, President
Son-Lan Development Company, Inc.
I
Office Use Only:
tic N r,r- 1 rtinn IT) No.
Form Vcrswn Apnl 2U01
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.
Processing
I . Check all of the approval(s) requested for this project:
[? Section 404 Permit
[] Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
?. Natio wide, Regional or General Permit Number(s) Requested

?J P 14
3 If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4 1 f payment into the North Carolina Wetlands Restoration Program (NC%VRP) is proposed for
rrnitigation,of impacts (see section VIII - Mitigation), check here:
Applicant Information
1. O,.vner/Applicant Information
Name. i-AN
Mailing Address: 1 0O__ ?r r ?u 4?--
Telephone Number: 7-7 0?3c` Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner appl)cant.)
Name:
Company Affiliation: r=I u ?' nc
viailing Address: 79 D -
i7_ n „ . „ .. K1 C 27(nI cJ
Telephone Number: il27072?- Fax Number: (z.:i-10-834_
E-mail Address:
Page 3 of 12
III. Project Information
Attach :3 vicinih, mats clearly showing the location of the property with respect to local
landmarks such as to,.vns, rivers, and roads. Also provide a detailed site plan shoe mo prupert/
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 propem
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 1I by 17-inch format,
however, DWQ may accept paperwork of any size. D% Q 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 mD?Grd etd4 ? S?? k\J i s % Cn
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): O5 FD2C ZJ Qj
4. Location L
Countv:_ ?O\nv1skyn Nearest To%vm V__)
Subdivision name (include phase/lot number): `J
Directions to site (include road numbers, landmarks, etc.):
r r1 w c. -?
I V21/h 1 L
5. Site coordinates, if available (UTM or Lat/Long):
(Not: - 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 tte at the time of this application:
Sud.ietc-t TA (OLa IJcl'^ V iA,SLi c?jA £ PO?S t t0.'
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Se y i - ?tf 4SZ•?
9. River Basin: N
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httpWh2o.enr.state.nc.us/admin/maps/.)
N
Page 4 of 12
10. Describe the purpose of the proposed work: T S-2 e4 5>u-J \l?St cwt
I I . List the type of equipment to be used to construct the project: G,?4. r00A \c"W'q
12 Describe the land use in the vicinity of this project: f u-Co--? ?_151f Ny\ g S V 451 t.M
1V. 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 1D 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 NCDOI' project,
list and describe permits issued for prior segments of the same T.I.P. project. clung with
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification _fort-he.?exclusion of this work from the current
application: y10 '. 0.?
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant rnust 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 Vill below. If additional space is needed Ior
listing or description, please attach a separate sheet.
Page 5 of 12
I . Wetland Impacts

of

s)
13 Located within
r ..1_r..:...•
(yes/no)
0 Distance to
v? • crr,?n,
(linear feet)
T,,necif\leiland'

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i
I
i

h zed rlranng graJlnz. till.
1.1s1 cash impact scpar3telp and identify temporary impacts. Impacts Include, but are not limited to mec ant
cvcavanon. flooding. diiching/drainage, etc. For dams, separately list impacts due to both structure and flooding
• • 100-Ye3r Iloodplalns are identified through the Federal Emergency Management Agency*s (FFMA) Flood Imurancc Ratc Map.
(FIRM), or FEMA-approved local Iloodplain maps. Maps are available through the FEMA Map Service Center it I-8UV 358• ?blb. or
bll i, •?????? Ii I1L1 L',1?.
online at
List a •?eiland type that best describes wetland to be impacted (e g . freshwater/saltwater marsh. furestcd \?etland bca\cr pond.
Carchna I3a). bog. etc )
List the total acreage (estimated) of exiting wetlands on?th property: pF??
Tolal area of wetland impact proposed: t'r\
2. Stream Impacts, including all intermittent and perennial streams
\4'eiland Impact I Area
Site Number I?pe oI Impact inlpa
(indicate on map_ (acre

Stream Impact
Site Number
S

(indicate on map)

'fype of Impact'

m Length of

Impact

linear feet)

It2

Stream Name"

-)
e width
Averag
of Stream
Before Impact
Perennial or

' i
Intrnrinent

l
(phase Specifv

_
i_....,..,• {.,,•Iriv hn1 are
nn1 limited tu: euIN I
crls and 3SS00atcd rip-rap.
Lest each impact separately and ldentily temporary 11"Pa- ?? •• -•- -- -
dams (Separately list impacts due to both structure and flooding). relocation (include linear feet before and after. and net luss.,eam).
stablhzanon 30U?ities (cement w311. rip-rap, crib wall. gabions. etc.), excavation. ditching/straighlening, 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 rribuiar\) to the nearest
do\\m,tream named stream into which it flow's. USGS maps are available through the USGS at I.81D0-358.9616. or online at
,.,„ 1012 /OH," .,'11).
„ ,.g. g„? Several internrt sites also allow direct download and printing of USGS maps (r g .
,, u
11 11 i Ui,l io 111, elc) t
Cumulative impacts (linear distance in feet) to all streams on site'.
Page 6 of 12
3 Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact

Site Number
(indicate on map)

Type of Impact'

S-? ccosst Area of

Impact
(acres)
o Name of Waterbody

(if applicable)

L d tb Type of Waterbod?
uan. sound.
(lake, pond, est
bay, ocean, etc )
e.,.,,; cQsY ,
IIZ? ? ?

I UI ?:A?h lint,a(t sepraten1 ana iucnlii,' ic-pu-) uiiv-, ,-v- - •?.•. •. --
ll„vdinv dr31n3ee. 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
he described here and illustrated on any maps included ?,,,Ith this application.
Pond to be created in (check all that apply): [] uplands 0 stream ??etlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
dra,.?-dow,n 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. 1 mr)act 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, lo,' er-impact
site layouts. and explain why these design options were not feasible. Also discuss hog', impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed uring construction to reduce` m?paGc-t?s. pJ
U rn?YhK_'"
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Page 7 of 12
VIII. N1 itigation
D%VQ - 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
fresh,,?ater 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 Nation%{ide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required \0en
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and t, ,pt 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 %?etland
and/or upland vegetated buffers to protect open waters such as streams; and replacink 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
htt? !'h?o enrst;ate.nc.us/ncvvetlands/stnn?ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreagedinear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view.
preservation mechanism (e.g., deed restrictions, conservation easement, etc.). ind 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 bo.x indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit 11' payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hnp. 11 1111
use of the NCWRP is proposed, please check the appropriate box on page three ar.-d pro\ ide
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. EnNironmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal. state local)
land?
Yes El No
If Nes. does the project require preparation of an environmental document punL:;:nt to the
requirements of the National or North Carolina Environmental Policy Act (N '.\ VITA)'
Note: 11' you are not sure whether a NEPA/SEPA document is required, c::!! :he
coordinator at [phone] to review current thresholds for environmental documer'.1,MUn.
Yes [:J No E]
If ves. 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 D No El
X. Proposed Impacts on Riparian and Watershed Buffers (DNVQ 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 prop ide
justification for these impacts in Section V11 above. All proposed impacts must be listed herein.
and must be clearly identifiable on the accompanying site plan. All buffers mast be shoe n on a
map, whether or not impacts are proposed to the buffers. Correspondence from the MVQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0213
(Neese). 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes 3 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 11' buffer
mitigation is required calculate the required amount of' mitigation by applying the buffer
multipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
1 SG
? (p G} 3
2 nn
3 "I 1.5
Total 1'0 t x•23
Zone I extends out JU feet perpendicular from near bank or channel: Zone -' 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 15A NCAC 2B .0242 or .0260.
N1. Stormivater(DNVQ Only).
[describe impervious acreage (both existing and proposed) versus total acreage on the site
Discuss stormwater controls proposed in order to protect surface waters and %?eilands
downstream from the property. ,

X11
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed pr ect, or available capacity of the subject facility.
C>6 s i szo- W ozkp- Off. s Q oS
X111. Violations (DNVQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes M No
Is this an after-the-fact permit application?
Yes F] No El
Page 10 of 12
Sewage Disposal (DNVQ Only)
X IV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance ol- desired
construction dates to allow processing time for these permits. However, an applicant maN
choose to list constraints associated with construction or sequencing that may impost limits on
?+ork schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
t:S Ann) Corps of Engineers Avery Clay Jackson Polk
151 P3nun Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville. NC 28801-5006 Cabarrus Graham Madison Startle.,
Telephone [phone] Caldwell Haywood McDowell Swain
Fay [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Anny Corps Of Engineers Alleghany Edgecornbe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
R31eigh, 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 Berrie 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
%Y31aJ?!3
Yance\
Wilson
Yadkin
•Croatan National Forest Only
Page 1 I of 12
US Fis
US Fish and 'Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone. [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries :Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
101 Wetlands Unit
1650 (Mail Service Center
Raleigh, NC 27699- 1650
Telephone. [phone]
Fat [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CANIA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699.4617
Telephone: [phone]
Fax: [phone]
D ? sion of Coastal Manaeement Beaufort Chowan Hertford Pasquotank
I b38 Mail Sera ice Center Berrie Craven Hyde Pender
RalciL,h, NC 27699- 1638 Brunswick Currituck New Hanover Perqui vans
Telephone [phone] Camden Dare Onslow T,,rrell
F:,x t919) 73 1- 149> Carteret Gates Pamlico ?Vasn nLton
NCWRC and NC Trout Counties
%Vestem Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville. NC 27284-9180 Avery Stokes
Telephone [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
30830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Wa}nesville, NC 28786 Clay Macon Swain
Telephone [phone] Graham Madison Transylvania
Fax [phone] Haywood McDowell Yancey
Page 12 of 12
Jo"a"V le"" ,fir l
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 10, 2001
Mr. Sonny Johnston
Mr. Lanny Clifton
Son-Lan Development Co., Inc.
5160 NC 42 West
Garner, NC 27529
Re: New Bethel Road Tract Subdivision - Phase II
Stormwater Management Statement
Dear Sirs:
We have reviewed the Stormwater Management Statement (received
June 29, 2001) submitted for New Bethel Road Tract Subdivision - Phase II.
Based upon the information submitted the Stormwater Management Statement
has been approved. Please submit the following with the Stormwater
Management Plan:
1. Please provide a USGS Quadrangle map with the site and
applicable drainage areas indicated on the map.
2. Please indicate all jurisdictional wetlands on both the stormwater
management plan and the final plat.
Please be reminded that no land-disturbing activities can begin at
this site until a Stormwater Management Plan has been approved for this
site. Any land disturbing activity occurring prior to receipt of a Stormwater
Permit will result in the assessment of civil penalties
A copy of this letter will be forwarded to the Planning Office for their files. If
you have any questions or need additional information, please contact this office
at [phone].
Jncerely,
U?
Guy M. Anderson, E.I.
Stormwater and Floodplain Administrator
6totip
Cc: Kyle Richter, Subdivision Administrator
Jerry T. Dalton, P.E.
s \ 1 S",LE s 10001
i
lJ. S. G. S. ??1ADRAal6LS ?D1?lo ?lbSa?! 1v C .
2 - C
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200
O?0 W AT F9
o ?
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Son-Law Development Company
5160 Highway 42 West
Clayton, NC 27529
November 1, 2001
DWQ Project # 01-1451
Johnston County
t
Subject Property: Mallard Ridge Subdivision, New Bethel Road (SR1548), Clayton, Johnston County, NC
Unnamed tributary streams to Swift Creek [03-04-02; 27-43-8; C NSW]
Dear Sirs,
On October 30, 2001, the Division of Water Quality (DWQ) received the supplemental information to your original application for
the subject property as requested in our letter to you dated October 22, 2001. Insufficient evidence is present in our files to conclude that
your project must be built as planned in waters and/or protected riparian buffers in accordance with 15A NCAC 211.0506 and 2B .0233.
Therefore, unless additional information as described below is provided to this office, we will have to move toward denial of your Neuse
River Buffer Authorization Certificate and 401 Water Quality Certification as required by 15A NCAC 2B .0233(8) and 211.0506 and
will place this project on hold as incomplete until we receive this additional information.
1. Please provide detailed construction plans of the proposed stream crossing of "Street B" (as indicated on the Preliminary Layout
dated 9/19/01, revision 002). Please include the footprint of any proposed disturbance (including pipe, road surface, fill slopes, inlet
and outlet protection, stream channel relocations and the construction corridor) to the protected riparian buffers and stream. You
may include design plans of just the stream crossing at a scale of 1" = 50' or 1" = 100' on 8 V2 x 11 or 11 x 17 paper.
2. Stormwater shall be directed to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers
without re-concentrating. Please provide information that provides details of all stormwater discharge points (including proposed
ditches), plan details, and calculations to indicate that diffuse flow through the protected buffers as described above will be
achieved. Specifically, be sure to include information on how you intend to handle any stormwater associated with the road
crossing of the stream and buffers.
Please respond in writing within three weeks of the date of this letter by sending seven copies of this information to this office. If
we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will consider the project
as withdrawn. I can be reached at 919-733-9646 if you have any questions.
Cc: Steve Mitchell, DWQ Raleigh Regional Office
Neil C Floyd & Associates, Inc., 7908 Audubon Drive, Raleigh, NC 27615
File copy
Central Files
DWQ 011451
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.muslr)cwedands/
Sincerely,
o?oF VIA rF9QG
Michael F. Easley
Governor
William G. Ross,Jr.Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Division of Water Quality `
Department of Environmental and Natural Resources.
. Wetlands/401 Unit
Location: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650
Contact Information: General 919-733-1786 Fax: [phone]
Fax To: ??? Fax Number: 91cc 550 till it
Company: Date: it. -4- o 1
From: &36 Zc-rz «k; Phone: 'i%ti 33 q:'2G
No. Of Pages including cover sheet: Z
Notes or special instructions:
(/`'?c?r e ?..1 Le\?cr Nov• I , ZoO1

97A
NCDENR
Division of Water Quality 2321 Crabtree Blvd, Ste 250 Raleigh, NC 27604-2260
Wetlands/401 Unit: [phone]
Neal C. Floyd & Associates, Inc.
??bu ?`1 z?a I
Bob 2W Zec-_?i
401 /
?? Q t
R E: `??W R ? o l 1451 _j
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S?Ac2r? I
7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
October 17, 2001
Neal Floyd
7908 Audubon Drive
Raleigh, N. C. 27615
® Q
Ncx rH CARou NA DerAftrme T or,
ENVIRONMENT AND NAIJFRAL ResouRCFS
Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 01-253
-
Mallard Ridge Subdivisicul---?' -? '`
SR 1458
Johnston County`
K. I
c_(
Dear Mr. Floyd: J
On July 23, 2001 I met with you at the subject property to conduct asite visit for thc'above referenced
project. This project is referenced by the Raleigh Regional Office as NBRRO 01-253. It was determined
that there is only one feature on site that is at least intermittent. This stream feature is represented on the
Johnston County Soils Map but is not depicted on the Edmondson USGS Map.
The Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233) states that water bodies that
are at least intermittent are subject to protection. The subdivision plat indicated the subject feature and the
required buffer.
Please be reminded that a PreConstruction Notification and the appropriate fee must be transmitted and
approved prior to any impacts to the buffer. 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/Dorney
Wake County
H:\nbrlet. for\nbr01 \mallard.253
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephono [phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
`?pF WA
OTFRVG
o -c
Son-Law Development Co.
5160 Highway 42W
Clayton, NC 27529
Dear Sirs:
c
On October 05, 2001 the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plan to
impact streams and buffers for the purpose of developing Mallard Ridge subdivision at SR1548 in Johnston County. Approval from
DWQ is required to disturb these stream and buffers. Please provide seven copies of the following information and refer to the DWQ #
listed above in your reply. In particular as described in 15A NCAC 2B .0502, we will require you to provide a detailed site plan which
clearly shows all protected streams and buffers on the site. Please show these maps of suitable scale (for instance 1" =100 feet) so we
can begin to determine your projects compliance with 15A NCAC 2H .0500.
Please call Mr. Bob Zarcecki at [phone] 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©. The processing time for this application will
begin when this information is received. If we do not hear you by writing within three (3) weeks we will assume you no longer want to
pursue the project and will consider it withdrawn.
cc:
Raleigh DWQ Regional Office U
Raleigh Corps Engineers
Central Files
File Copy
Neal Floyd, Neal Floyd & Associates, 7908 Audubon Drive, Raleigh, NC 27615

Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax. [phone]
Michael F. Easley, Governor
Wi3lam G. Ross Jr., Sogotary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
October 22, 2001
DWQ # 01-1451
Johnston County

MA
SE
customer Service
1 800 623-7748
FROM : DALTON ENGINEERING & ASSOC.PA. FAX NO. 919-550-4741 Oct. 26 2001 09:41AM P1
Dalton Engineering- -
and Associates, PA.
Faxsl"MIOIC'
TO,
@Fax#:
From:
Date: C)
Subject: DU Gr d 1 I`` (51
Comments: n
Number of pages inclg this one: l
1 ?-S

i `t ??
446 East Main Street-P.O. Box 426-Clayton, NC 27520 ^-[phone]/Fax [phone]
FROM : DALTON ENGINEERING & ASSOC.PA. FAX NO.
919-550-4741 Oct. 26 2001 09:41RM P2
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
October 17, 2001
° C-)
NORTH CAROLINA aGPAA Mr_W OP
r_NVIRONMENT AND NATURAL Rr_souRGC'"9
Neal Floyd
7908 Audubon Drive
Ralcigh, N. C. 27615
Subject: Neuse River Basin Riparian Buffer Rules
N13RRO 01-253
Mallard Midge Subdivision
SR 1458
Johnston County
Dcar Mr. Floyd-
On -July 23, 2001 1 met with you at the subject property to conduct a site visit for the above referenced
project. This project is referenced by the Raleigh Regional Office as NBRRO 01253. It Nvas detennined
that there is only one feature on site that is at least intermittent. This stream feature is represented on the
Johnston County Soils Map but is not depicted on the Edmondson USGS Map.
The Neuse River Basin:'Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code T15A:02B.0233 (NCAC 0233) states that water bodies that
are at least intermittent are subject to protection. The subdivision plat indicated the subject feature and the
required buffer. .
Please be reminded that a PreConstruction Notification and the appropriate fee must be transmitted and
approved prior to any impacts to the buffer. Thank you for your attention to this matter and if this Office
can be or any assistance or if you have additional questions, please do not hesitate to contact us.
Sincerely,
Steve Mitchell
Environmental Scientist
cc: RRO/Dorney
Wake County
H:\nbrICt. forlnbr011niallard.253
QF W AT Fq?G
7
o -c
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
October 22, 2001
DWQ # 01-1451
Johnston County
Son-Law Development Co.
5160 Highway 42W
Clayton, NC 27529
Dear Sirs:
On October 05, 2001 the Division of Water Quality (DWQ) was notified by receipt of your applications regarding your plan to
impact streams and buffers for the purpose of developing Mallard Ridge subdivision at SR1548 in Johnston County. Approval from
DWQ is required to disturb these stream and buffers. Please provide seven copies of the following information and refer to the DWQ #
listed above in your reply. In particular as described in 15A NCAC 213 .0502, we will require you to provide a detailed site plan which
clearly shows all protected streams and buffers on the site. Please show these maps of suitable scale (for instance 1" =100 feet) so we
can begin to determine your projects compliance with 15A NCAC 2H .0500.
Please call Mr. Bob Zarzecki at [phone] 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©. The processing time for this application will
begin when this information is received. If we do not hear you by writing within three (3) weeks we will assume you no longer want to
pursue the project and will consider it withdrawn.
cc:
Raleigh DWQ Regional Office U
Raleigh Corps Engineers
Central Files
File Copy
Neal Floyd, Neal Floyd & Associates, 7908 Audubon Drive, Raleigh, NC 27615

Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
NCDENR
Customer Service
1 800 623-7748

t
Neal C. Floyd & Associates, Inc.
?u ?II
?p`nv? ?pYv?c-I
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7908 AUDUBON DR. ?IRALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Thursday, September 27, 2001
U. S Army Corps of Engineers
Division of Water Quality - 401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
To whom it may concern:
Neal C. Floyd and Associates and Dalton Engineering and Associates, PA have
authorization from Son-Lan Development Company, Inc. to act as their agents on
matters of concern pertaining to wetlands/401 certification on Mallards Ridge
Subdivision located on SR 1548, Johnston County, NC.
Truly yours,
Lanny ;on, President
Son-Lan Development Company, Inc.
Office USe Only: DW Form Vrr>iun April 2001
? ??•
USACE Action 1D No. Q No. ? ?
!f any panicular 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
401 Water Quality Certification
Riparian or Watershed Buffer Rules
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. Applicant Information
1. Owner/Applicant Information _
Name: ?D?- LA, F,) ?D_JaLOPMQQ 7 cX_Y`__2^'_ V,
Mailing Address: S I I„ 0 4?O4
Telephone Number: 7-] 3- Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signat authority for the owner/applicant.)
Name: NI -co,-` 2 ?-- I ) -'A
Company Affiliation: c- nc
Mailing Address:- 7q D
I X? D n :In N C 27(n 155
Telephone Number: _7O-7Pr2C5 Fax Number: Cf>1b-E3395
E-mail Address:
Page 3 of 12
III. Project Information
Attach a vicinity inap 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' 1 1 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.
? S??ty I S t ?1
I . Name of project: mp?C?ra e-t C,
2. T.I.P. Project Number (NCDOT Only):
?j
;. Property Identification Number (Tax PIN): O5 F02-0 2-5
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 tte at the time of this application:
1
7. Property size (acres): 7a acr,._>
8. Nearest body of water (stream/river/sound/ocean/lake): SGO 1 4 cr-, ? k
9. River Basin: N
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
Location
Countv:_ v1S?'G>r1 Nearest Town:
Subdivision name (include phase/lot number):
rlirnrIInnc fn cltP (Inr II1rjP rngci numhers_ landmarks. etc.):
10. Describe the purpose of the proposed work: pF oA S?C?t\1?St c3y-
1 1. List the type of equipment to be used to construct the project: Cx . rOOA 10
t t 1
12 Describe the land use in the vicinity of this project: f g--ro-1 T -Ce'r inn S V ISI e?o
I 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 1D 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 NCDOF project.
list and describe permits issued for prior segments of the same T.I.P. project. along with
construction schedules. 1-
V. Future Project Plans
V1. Proposed impacts to Waters of the United States/NVaters 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 Vlll below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
Are any additional permit requests anticipated for this project in the future? If so, describe the
.in?ir;natort Ulnrk and nrovide justification for the exclusion of this work from the current
1. Wetland Impacts
Wetland Impact
Site Number

(indicate on map) --
Type of Impact' Area of
Impact
(acres)

.013 Located .vitnin
100-year Floodplain"
(yes/no)

Y1? uutance to
Nearest Stream
(linear feet)
Type of %1 etland'

r?Jlxls

?
I I
I

i

__.._• ,..,.r.-A, k .,t nnl limurd to me chanized clcar:n2. eradine. [ill.
I.ut cash impact separately and tdenuly temporary unpacrs City-- - - --
cvcavation. Ilouding. ditching/drainage, etc. For dams, separately list impacts due to both structure and IlFlood
•' loo-Year Iloodplains arc identified through the Federal Emergency Management Agency s (FLM:1) Flood Inver n.c Katc flap,
(FIRM), or FLMA-approved local Iloodplain maps. Maps are available through the FEMA Map Service renter at I -80V-338- Ib l b Ur
online at 11,11) --, Iim.t 11m
s wetland to be impacted (e g . freshwater/saltwater marsh. forested wetl,nd. bra cr pond.
List a N%eiland type that best describe
Carolina Ba). bog. etc )
Zp,'1l ?t4 ? rl
List the total acreage (estimated) of exiting wetlands on the pr°perty:-0 ? A-
-I_oial area of wetland impact proposed! t n po.rkg_yN
Stream Impacts, including all intermittent and perennial streams

List each impact separately and identify temporary impacts. Impacts nc u e, u r
dams (separatcl% list impacts due to both structure and Flooding). relocation (include linear feet before and after. and net loss-'eain).
stabilization activities (cement wall. rip-rap, crib wall. gabions. etc ), excavation, ditching/straightening, etc. II stream relocatiun is
proposed. plans and profiles sho%6ne 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 tnbutan) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1.800.338.9616. or online at
uNv Vuv Several Internet sites also allow direct download and printing of USGS maps (e e . wpo/s_ii, wii
w m;i . w. !cum. etc) t

Stream Impact
S to Number
(indicate on map)

Type of Impact'

r? Len th of
g
Impact

(linear feet)

t 2

Stream Name"

t Average Width

of Stream

Before Impact

3-• 51 Pc;:nnIa1 or

ent'

(pi°3se spect(y)

? n r1t 0.
? O.

I

FF i
1 d b t a e not limited to culve rts and associatcd rip-rap!
?Z
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 12
;. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
e of Waterbods
T
Open Water Impact
Site Number
ma
)
di
i
Type of Impact' Area of
Impact
(acres) Name of Waterbody
(if applicable) yp
lake, pond, estuary. suund.
( bay, ocean, etc )
p
cate on
(
n
S-{ (eyq, Cro55t D , inn. aQ
?
112

. ..1., ti.., ,... r..,l In ,rlrri Irl IrII Y\.'A\'.II 11 ill .Ifl,?In?
t.Ul each iinpact scparaten. una Iuclllll) ' Ic11IF-- r,rrp-, ••••Y•-^- '- ----
Iloudme, drainage. bulkheads. etc
4. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
he described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): F? uplands 0 stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose o1' pond (e.g., livestock watering, irrigation, aesthetic trout pond.
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area
I'll. 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. N
^ 1%? , , ^ / /-1 _ nn\ 1 _ 1 _ f l
Page 7 of 12
VIII. itilitigation
DWQ - In accordance with l5A NCAC 2H .U5UU, in itigatiun Wray
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 per.nnial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationµide
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 ??etland
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 preser\,ink 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, a\ ailahle at
htm !?h??) Cnl.Sl:llC.nl'.US/ncwellanCl?/Slrlll_L'Ide.h(nll.
Provide a brief description of the proposed mitigation plan. The description should prop ide
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!]Mear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan \ie\?,
preservation mechanism (e.g., deed restrictions, conservation easement, etc i. ind 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
ProL,ram (NCWRP) with the NCWRP's written agreement. Check the box indicating that
',Cu would like to pay into the NC\VRP. Please note that payment into ule ivy r% i:i_ inLIZt 6e
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 it' payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at Imp. h'? rnr ?ia« nr iii mj) mdv\ him II'
use of the NCWRP is proposed, please check the appropriate box on page three and prop ide
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;lucal)
land"
Yes EJ No
If' does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act
Note. 11 you are not sure whether a NEPA/SEPA document is required, call the SLPA
coordinator at [phone] to review current thresholds for environmental document.jtion.
Yes EJ No D
If'yes. has the document revie%? been finalized by the State Clearinghouse'' Ifso, please attach a
cope of the NEPA or SEPA final approval letter.
Yes E] No El
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 shu\?n on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .02:3
(Meuse). 15A NCAC 2B .0259 (Tar-Pamlico), I5A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No El 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 II buffer
H!IIIL,Jllv11 Is rcqulrcd calcUlaic me requircU dillvunt of 111!kIgatIUf1 Uj dPJ)1yIli` . . UUiiCI
multipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
590z4 3
2 9
3 1.5
Total ?n
qq 40 j?").23
Zone I extends out 30 feet perpendicular from near bank of channel: Lone 2 e\lends 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 15A NCAC 2B .0242 or .0260.
XI. Stormtirater (1j1ti'Q Only)
Describe imperious acreage (both existing and proposed) versus total acreage c,,l :ne site
Discuss stormwater controls proposed in order to protect surface waters and v.etlands
&)nxnctrtam from thr- nrnneriv
(D

XII
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed pm ect, or available capacity of the subject facility.
Cr1 i Cv' t5 Q OS
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 E-1 No El
Page 10 of 12
Sewage Disposal (DWQ Only)
X I V. Other Circumstances (Optional):
h is the applicant's responsibility to submit the application suJliCiCntiy in aj"art-Ic ut ic."11c i
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
\vork schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
,Applicant/Agent's Signature Date
(.Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
L;S Army Corps of Engineers Avery Clay Jackson Polk
151 Pattun 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
Fay [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
Ralei,h, NC 27615 Chatham Granville Orange Wake
Telephone [phone] Davidson Guilford Person Warren
Fa,, [phone] Davie Halifax Randolph Wilkes
`','ashin_ton Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Berrie Dare Lenoir
Post Office Box 1000 Camden Gates Marlin
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
Yance\
Wilson
Yadkin
'Croatan National Forest Onl\
Page I I of 12
US Fis
US Fish and Wildlife Service
Raleigh Field 011-1ce
Post Office Box 33726
Ralei,,h. NC 27636-3726
Telephone. [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries :Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufon, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699- 1650
Telephone. [phone]
Fat [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Depanment Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Div is ion of Coastal Manaeement Beaufon Chowan Hertford Pasquotank
I03S Mail Ser\ ice Center Bertie Craven Hyde Pender
Ralei ,h, NC 37699- 1638 Brunswick Currituck New Hanover Perqurrnans
Telephone [phone] Camden Dare Onslow T%rreII
Fax [phone] Carteret Gates Pamlico ?asnin?-,ton
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3555 Idlewild Road Ashe Mitchell Wilkes
hernersvtlle. NC 27284-9180 Avery Stokes
Telephone [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Wa*nesville, NC 28786 Clay Macon Swain
Telephone [phone] Graham Madison Transylvania
Fax [phone] Haywood McDowell Yancey
Page 12 of 12
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 10, 2001
Mr. Sonny Johnston
Mr. Lanny Clifton
Son-Lan Development Co., Inc.
5160 NC 42 West
Garner, NC 27529
Re: New Bethel Road Tract Subdivision - Phase II
Stormwater Management Statement
Dear Sirs:
We have reviewed the Stormwater Management Statement (received
June 29, 2001) submitted for New Bethel Road Tract Subdivision - Phase II.
Based upon the information submitted the Stormwater Management Statement
has been approved. Please submit the following with the Stormwater
Management Plan:
1. Please provide a USGS Quadrangle map with the site and
applicable drainage areas indicated on the map.
2. Please indicate all jurisdictional wetlands on both the stormwater
management plan and the final plat.
Please be reminded that no land-disturbing activities can begin at
this site until a Stormwater Management Plan has been approved for this
site. Any land disturbing activity occurring prior to receipt of a Stormwater
Permit will result in the assessment of civil penalties
A copy of this letter will be forwarded to the Planning Office for their files. If
you have any questions or need additional information, please contact this office
at [phone].
ncerely,
YV`
Guy M. Anderson, E.I.
Stormwater and Floodplain Administrator
btoo
Cc: Kyle Richter, Subdivision Administrator
Jerry T. Dalton, P.E.
! •,RLCArcu.? n,ocE SUBDIVISION
SCALE I = 1000 ?
S. G. S. Qllt?'6LE5cMcN?soa/ Iti(. C .
C) 0 GA?,rER , 1? C.
2 ?
11 _• I
II 250
II •
11 T
¦
¦
I
e
i BOO I 250
¦ NO
J _
o O M I
•? 11
197`11 . li
:
I¦
i 200 O
'(b

Michael F. Easley
Governor
William G. Ross, Jr.Secretary
Department of Environment and Natural Resources
_ Kerr T. Stevens
Division of Water Quality
0 c1,?, Zsa/
?p v\ nuf , DWQ# /V5'/
-?n County
?? ? a sa ?,s aQ all
Dear ??s - J - - - - -
On cla 5/L the (vision of Water Quality (DW was notified by receipt of your
d' I t f f th f
app I ,a ono regar Ing your p an o s or a purpose o In a ws UYl
County. Approval from DWQ is required to disturb these ?mm T. Please provide seven copies
of the following information and refer to the DWQ # listed above in your re y. In particular as described in
15A NCAC 2B .0502, we will require you to I rns-art"-pond fly. Please show
these on maps of suitable scale (for instance 1' = 10 feet) so we can b gin to determine your projects'
compliance with 15A NCAC 2H.0500.
Please call rfe at [phone] if you have a y questions or ould require copies of our rules or
procedural materials This project will remain on hold as incomplete n accordance with 15A NCAC 2H
.0505(c). The proce sing time for this application Will b gin when this nformation is received. If we do not
hear from you by w iting within three (3) weeks we will a sume you no onger want to pursue the project and
will consider it with rawn.
Sincerely, ?-
\,
John R. Dorney d'Ll
? a
P ' -
Cc: Jb ,1 DWQ Regional Office
Corps of Engineers
File Co
Central Files
N w 00?
r?SaCJaI=s? ?1?? Y1UcY?bo" ?fu?
17
NCDENR
Division of Water Quality 1650 Marl Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit [phone]
Fa)c [phone]
Neal C. Floyd & Associates, Inc.

S IG 1??
Cpf'4c0--c'VN
O1

?'f DfCA-01
OW
)a.e- 0.2 3
A-clp- viSi ?l
a?? 1 c--f oss ,n, . S?-
v`
? ? ? ?n2 4J`PA C?c. Jllf ? $AZCAj kA.
516
lz
1Y\A 0-
r
s?- 100 &0-+
1? Sd ?L are cam.. b U? L --?'a
S Q-C-Q-
-7?
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1.5
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Sl ?C'
7908 AUDUBON DR. 1 RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Thursday, September 27, 2001
U. S Army Corps of Engineers
Division of Water Quality - 401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
To whom it may concern:
Neal C. Floyd and Associates and Dalton Engineering and Associates, PA have
authorization from Son-Lan Development Company, Inc. to act as their agents on
matters of concern pertaining to wetlands/401 certification on Mallards Ridge
Subdivision located on SR 1548, Johnston County, NC.
Truly yours,
Gl?
Lanny on, President
Son-Lan Development Company, Inc.
Off-ice Use Only:
USACE Action ID No.
Form Vrrsiun !\pnl 2001
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
Check all of the approval(s) requested for this project:
® Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2 Nationwide, Regional or General Permit Number(s) Requested: ou') P 14
If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4 1 f payment into the North Carolina Wetlands Restoration Program (NC\VRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: El
IL Applicant Information
1. Owner/Applicant Information
Name:
t2 CO _P_a??L
Mailing Address:
Telephone Number: _7"] 3- 0 3 Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signato authority for owner/applicant.)
Name.-- N) i, o
?- nc
Company Affiliation: 1__J
Mailing Address: 79(2 can
aQ ova N C 27(a(
Telephone Number: 7()7P(::,5 Fax Number: Cp"7(o-8
E-mail Address:
Page 3 of 12
III. Project Information
attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as to,,?ns, 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 1 1 by 17-inch format;
hog{ever, 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: Moil Grt? (Z td4? SQ ?
2. T.I.P. Project Number (NCDOT Only):
;. Property Identification Number (Tax PIN):
0 5 Fo20 25 E)
4. Location
County:_ 7 O0\( C;? V n Nearest Town: l?
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):

S. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separates` lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the rte at the time of this application:
7. Property size (acres): -7 o3 or- reS
t ?st-k
8. Nearest body of water (stream/river/sound/ocean/lake): SW
9. River Basin: ?J
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: ipro p SJ iIJtS? dy?
1 1. List the type of equipment to be used to construct the project:
12 Describe the land use in the vicinity of this project: ru-ro-\ - r N? I- Suk Lt1, ISI uvt
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits.
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a N'CDOY project,
list and describe permits issued for prior segments of the same T.I.P. project. along with
construction schedules. ,
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: nC> - `rz-a\"QS
VI. Proposed impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section V11 below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompan} ing 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 Vill below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
0
Vv'etland Impact
Site Number
(indicate on map)
Type of Impact' Area of
Impact

(acres)
.013 Located within
100-year Floodplain"

(yes/no)
Y1 o uistance to
Nearest Stream

(linear feet)
Type of Weiland'

r3?Stls V`•S. -,
-i
I
I
i

,-r,,,r, k,,t not hmurd to me chanized clearing, eruJing. f
• 11st each impact separately and identity temporary urrNa- ,,,,N.-
e\cavarion. Ilooding. diiching/drainage, etc. For dams, separately list impacts due to both structure and Iloodine
•• I00-Year Iloodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood InsurancC Rate Niap>
(FIRM). or FEMA-approved local Iloodplain maps. Maps are available through the FEMA Map Service Cemcr at I.8UU-358•yblb 'r
online at hilp . "% N` Icma ?!m
List a \%eiland type that best describes wetland to be impacted (e g.. Ireshwater/saltwater marsh. (crested '•-.tland hea.er pond.
Carolina l3a). bog. etc )
List the total acreage (estimated) of exiting wetlands on the property:
Total area of wetland impact proposed: L rt tG- k bOLJ Q, ' ---t-
2. Stream Impacts, including all intermittent and perennial streams

Stream Impact
Site Number
(indicate on map)

Type of Impact' Length of
g
Impact
(linear feet)

I t 2

Stream Name'

v Average Width

of Stream
Before Impact

3- 5f Perennial or

IntenTninent'

rl
(please spec_ )
t o
o.

..i..ae k- ni limiird w culse rls and associated rip-rap.
List each impact separately and identify temporary impacts. rlripa-S i ?• .......
dams (separwel. list impacts due to both structure and flooding). relocation (include linear feet before and after. and net luss'eatn).
stabilization acuities (cement +vall. rip-rap, crib stall. gabions. etc.), excavation, ditching/straightenine. etc II 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 iribuiarn) to the nearest
do\%ristream named stream into which it (lows. USGS maps are available through the USGS at 1.800-358.9616. or online at
u•?, ?u? Several internet sites also allow direct download and printing of USGS maps (e g . !" C,!iy'ne"!ii.
t??? ?? 111,1 t ne+l iUn1. eIC.) t
?Z
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 12
;. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
r,lher Water of the US,
Type of Waterbody
Open Water Impact
Site Number

(indicate on map)
Type of Impact' Area of
Impact

(acres) Name of Waterbody

(if applicable)
(lake, pond, rstu:an, suund,
bay, ocean, etc.)
S C
D a
V t
mnn. o-Q
i
112 ?

l
__ - '__'... _. :....1...a.. ti... .... ..„1 Ln i1r1 ter Illl e?.'e?.111011. Jrid2l ni
I ul ia?h iinpalt separaiely unu Iucnuly 1c ulNvi ?. „„Y -• r__._ __
IL;udnr? dr31na2e. bulkheads. etc
4. Pond Creation
I f 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): E] uplands El stream ? \tietlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-dowh valve or spillway, etc.): - --
Proposed use or purpose of' pond (e.g., livestock watering, irrigation, aesthetl,:. trout pond,
!ocal stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area
Vll. 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, accessibilit%. 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
techni cities to be followed uring construction ttoreduce `m pacts. p? ? ,'\
T;lr .
_ .,

Page 7 of 12
VIII. itilitigation
DWQ - In accordance with I DA I[ lCAC 2i-i .V)UV, II,I,Ib?il? , 111,1; 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 Nation'ide
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 replacir.,.? losses of
aquatic resource functions and values by creating, restoring, enhancing, or presern Ing 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, a%allable ai
httn ''h2u enr state nc us/ncwetlands/strm?ide.html.
Provide a brief description of the proposed mitigation plan. The description she-'.:Id 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 (acrea,-. inear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan %ie\?.
preservation mechanism (e.g.. deed restrictions, conservation easement, et: ). 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 Rt:storanon
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
roe would like to pay into the NCWK?. Please note that payment tutu [fit: i?? i\i' info[ . L.?c
reviewed and approved before it can be used to satisfy mitigation requirements. Applicanu
will be notified early in the review process by the 401/Wetlands Unit it' payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at Imp:_'n'y luui Il
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 Nes. does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act
Note: If you are not sure whether a NEPA/SEPA document is required, call the
coordinator at [phone] to review current thresholds for environmental document.ition
Yes [:] No 0
ll'ves. has the document review been finalized by the State Clearinghouse? If so, please attach a
cope of the NEPA or SEPA final approval letter.
Yes [:] No El
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 pro\ ide
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 sho\Nn on a
reap, whether or not impacts are proposed to the buffers. Correspondence from the D\VQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neese). 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )'
Yes '3 No F-] if you answered "yes", provide the following information
Page 9 of 12
Identlfv the square feet and acreage of impact to each zone of the riparian buffers If buffer
tn?t; .:Uvn IS r(:yulrCd l'al?ui;ltC UIC fCgLIlrcU i1111vu111. of Ilikig'atlun uj dp})iylhi? uuiI I
multipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
1 590d4 3
2 3`1 1.5
Total q9 2:?
Zone I extends out 30 feel perpendicular from near bank of channel: Lone [ 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
Payinent into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
\1. Stormwater (DNVQ Only)
Describe iinper,ious acreage
Discuss stormwater controls
An--cirPnm Frnm tha nrnnariv
O
0
X I I
(both existing and proposed) versus total acreage on site
proposed in order to protect surface waters and ? 1-elands
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
?raste.?ater generated from the proposed pr ect, or available capacity of the subject facility
Cyl5 i t.r. is_c4i? t5 oS
X111. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes [] No E]
Is this an after-the-fact permit application?
Yes r-] No n
Page 10 of 12
Sewage Disposal (DWQ Only)
YIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sullictentiy in advance vi uc?u?u
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).
'\pplicant/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 Regulator; Field Office Alexander Cherokee Iredell Mitchell
(!S Army Corps of Engineers Avery Clay Jackson Polk
i5, Panun 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
Fay [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Ar1ny Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Ralei;h, NC 27615 Chatham Granville Orange Wake
Telephone [phone] Davidson Guilford Person Warren
Fav [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Berrie Dare Lenoir
Post Office Box 1000 Camden Gates Marlin
Washington, NC 27889-1000 Carleret' 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 Hamen 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
Yance\
Wilson
Yadkin
'Croatan National Forest Only
Page I I of 12
US Fis
US Fish and Wildlife Service
kalei,,h Field Oll!ce
Post Office Box 33726
Ralei_-,h. NC 77636-3726
Telephone. [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone [phone]
North Carolina State Agencies
Division of Water Quality
401 \1 etlands Unit
1650 Mail Service Center
Ralei;h. NC 27699-1650
Telephone: [phone]
Fa\ [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CANIA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Dr. is on of Coastal Manaeement Beaufort Chowan Hertford Pasquotank
1635 Mail Sera ice Center Berrie Craven Hyde Pender
kale h. NC 2 7699- 1638 Brunswick Currituck New Hanover Perqu rnarrs
tcl:pt:one [phone] Camden Dare Onslow T,,rre!I
f ,i .? 19) 733. 1 -19 5 Carteret Gates Pamlico \Vasn:n;,.ton
NCWRC and NC Trout Counties
Westem Piedmont Region Coordinator Alleghany Caldwell Watauga
385; Idlewild Road Ashe Mitchell Wilkes
hernersville. NC 27284-9180 Avery Stokes
Felephone [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone [phone] Graham Madison Transylvania
Fax [phone] Haywood McDowell Yancey
Page 12 of 12
?I i , f? co? f_
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 10, 2001
Mr. Sonny Johnston
Mr. Lanny Clifton
Son-Lan Development Co., Inc.
5160 NC 42 West
Garner, NC 27529
Re: New Bethel Road Tract Subdivision - Phase II
Stormwater Management Statement
Dear Sirs:
We have reviewed the Stormwater Management Statement (received
June 29, 2001) submitted for New Bethel Road Tract Subdivision - Phase II.
Based upon the information submitted the Stormwater Management Statement
has been approved. Please submit the following with the Stormwater
Management Plan:
1. Please provide a USGS Quadrangle map with the site and
applicable drainage areas indicated on the map.
2. Please indicate all jurisdictional wetlands on both the stormwater
management plan and the final plat.
Please be reminded that no land-disturbing activities can begin at
this site until a Stormwater Management Plan has been approved for this
site. Any land disturbinq activity occurring prior to receipt of a Stormwater
Permit will result in the assessment of civil penalties.
A copy of this letter will be forwarded to the Planning Office for their files. If
you have any questions or need additional information, please contact this office
at [phone].
ncerely,
V V `.
Guy M. Anderson, E.I.
Stormwater and Floodplain Administrator
btoo
Cc: Kyle Richter, Subdivision Administrator
Jerry T. Dalton, P.E.
Sr-ALE ? z Joao
o ?/ o GAZWE9 C.
? v.
ll 1
I I
250
I I
II ? .
0
¦
I _
I \
I ??0 _ I 250 ?
¦
O
¦
•
xxxx
r -
0 M I
II
197 I
/ 200 \
Neal C. Floyd & Associates, Inc.
0.1-141 " ? -Jp\AV\ pyv2?
F" C-Lo
b? 0.23
• ? ?°I o S?? b? ? u1•? 4??-2
s ? 1r.,•b,?.? ? . 5?-?-e- Y?.-?- c?.e-1? v i s ?
C3f`PA C4 ' 3?x S ate.
7??
"A t\V, Ty
?-
ck,
0- e'-? LA ck
r??l tM ?? 1 " ?'
?r-e-
Do ?
are a,,, b -?'oc
IV-
cZCSZ o- `???
C-?d.?- ?-u-e- G C? - des Q om.
GAP
S i zl-n ??CF? IFyI'
7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Thursday, September 27, 2001
U. S Army Corps of Engineers
Division of Water Quality - 401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
To whom it may concern:
Neal C. Floyd and Associates and Dalton Engineering and Associates, PA have
authorization from Son-Lan Development Company, Inc. to act as their agents on
matters of concern pertaining to wetlands/401 certification on Mallards Ridge
Subdivision, located on-SR 1548, Johnston County, NC.
Truly yours,
Lanny on, President
Son-Lan Development Company, Inc.
Office Use Only:
USACE Action ID No.
DWQ No.
Form Version April M1
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
Processing
Check all of the approval(s) requested for this project:
[Z Section 404 Permit
EJ Section 10 Permit
401 Water Quality Certification
[] Riparian or Watershed Buffer Rules
Nationwide, Regional or General Permit Number(s) Requested: P 4
3 1f this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
-t 1 f payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
Il. Applicant Information
Owner/Applicant Information _
Name: SDI ' I-QcN T-yct OPM?N ?XJY?n? Q^?? , ?C
Mailing Address: 5 I l? O. 4;0
Telephone Number: 7-7 D Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has sign``ato authority for the owner/applicant.)
Name: (?-2D 1 ? I ?D +???--?
Company Affiliation:
Mailing Address: 7905 T,3 r
NC -2-7 (D 15
Telephone Number: e-70-726 S Fax Number: Cp-7
E-mail Address: _
Page 3 of 12
III. Project Information
attach a vicinity map clearly showing the location of' the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of' all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is' clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I 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: mQJJC?a J2J Q ? 5 ?? 1 S 1 6ti1
2. T.I.P. Project Number (NCDOT Only):
3. Property ldentification Number (Tax PIN)
4
0,5 Fo20 25 b
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 separate],. lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the ite at the time of this application:
S?bdt?l?t T-V\ (OL? IJcttVk V; o rd 0.S a?
I
7. Property size (acres): 70 03GtG??S
8. Nearest body of water (stream/river/sound/ocean/lake): S W i- Uf ¢szk
9. River Basin: N
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
Location 1-
County:_ Nearest Town:_ A-zv--)
Subdivision name (include phase/lot number).
rlirar11nnc fn Q11P (inr•InriP rnnd numhers_ landmarks. etc.):
10. Describe the purpose of the proposed work: F?'o?se? Sep-?t\1?St c3y?
1 1. List the type of equipment to be used to construct the project:. (^OOA 10LA-Wo-?
12 Describe the land use in the vicinity of this project: f u-C'O-\ - Y?A' g ? ?J ISI
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits.
certifications or other useful information. Describe previously approved wetland. stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDO V project.
list and describe permits issued for prior segments of the same T.I.P. project. along with
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exc `usion of this work from the current
application: p-,\ A- c2-q?-?a-5-
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
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
I. Wetland Impacts
0
`Wetland Impact
Site Number
(indicate on map)
Type of Impact' Are_30 f
Impact
(acres)
.013 Located within
100-year Floodplain"
(yes/no)
Y1ID Distance to
Nearest Stream
(linear feet)
Type of Wetland"'

ads v?•S. -
I
I I
I
I i

I

rh •d clejr,nv vr:i,linv till.
I nt each impact separately and identify temporary Impacts. Impacts Ineluue, LPUl u- ,,,, -,
e\cav'ation. flooding. ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding
•' IUO-Year floodplams are identified through the Federal Emergency Management Agency's (FI:MA) Flood Inwrance Rate Niap,
(FIRM). or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service ('enter at I-SUU-35x-ybIb ur
online al Imp IinLl eo%.
List a %%etland type that best describes Wetland to be impacted (e g.. Ireshwater/saltwater marsh. forested wetland. bea?er pund.
Carolina Ba). bog. etc )
????.?_ ?
List the total acreage (estimated) of exiting wetlands on the property.
Total area of ,?aetland'impact proposed: C rt For te.-?^ --_--
2. Stream Impacts, including all intermittent and perennial streams
List each impact separaieh' and identify temporary impacts. Impacts include. but are not limited to cu ve s P P
dams (separatck list impacts due to both structure and flooding). relocation (include linear feet before and after. and net loss-'eam).
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 trlbutarv ) to the nearest
do\\nstream named stream into \%hich it flows. USGS maps are available through the USGS at 1-8UO.3:8.9616. or online at
Se%'eral internet sites also allow direct download and printing ol' USGS maps (e g
???? ll 111,1 , Ili ?I illlll, et C.). l
Stream Impact
Site Number
(indicate on map)
Type of Impact' Lengtho f
Impact
-(linear feet)
Stream Name' • Average Width
of Stream
Before Impact Perennial or
Internlimfm
(please speclly)
I ?. L

i
I n and associated it -ra
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 12
3 Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
, .W-ii er nf the 1 I S

Open Water impact
Site Number

(indicate on map)

Type of Impact' Area of

Impact

(acres)
Name of Waterbody

(if applicable)

' I ype of waieruuu.

(lake, pond, estuary, sound.
bay, ocean, etc )
CoS51 D t ca
t 2nn
I I21
I

- ? ,-I.., i.• h?? ,r. r??,l lin i?l tit 11)' tlt1. C\cat .II 11111. drt'dglll?
• 1 1,1 each impact Seperateiv una rucnlll\' Icnllp' -) i„?F.,...? ••• r-- - ---- -
ilovjmL, drainage. bulkheads. etc
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream Impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
he described here and illustrated on any maps included \?ith this application.
Pond to be created in (check all that apply): ? uplands El stream ? ?\etlands
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, icslhett?: trout pond.
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area
VII. Impact justification (Avoidance and IMinirnization)
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, accessibilit%. and
financial viability of the project. The applicant may attach drawings of alternative, lo??er-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
techni u e s to be followed uring construction 1 reduce impac?.
?
p l 0.
2 n 1. I ?.ro ;A Q Page 7 of 12

VIII. ttilitigation
D%VQ - In accordance with 15A NCAC 2H .0500, mitigation may be requirea u u,e ivy
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 Nations{ide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required ?\hen
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 ??etland
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 presern ing 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. An' 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, a%ailable at
Imp -h2o enr st;ate.nc.us/nc??etlands/stnnuide.html.
Provide a brief description of the proposed mitigation plan. The description should pro\ ide
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 (acrea2e.linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan vice.
preservation mechanism (e.g., deed restrictions, conservation easement. et: ). and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Ft -a Scf12
2 Mitigation may also be made by payment into the North Carolina Wetlands Restoration
f'rn2r3m (NCWRP) with the NCWRP's written agreement. Check the bo.x indicating that
you would like to pay into the NCWRP. Please note that payment into the r?? ys r<t' must oe
revie%ved 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 11' payment into the
NC\VRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at Imp, h'o rnr.?r;ur nc iii mj) mdt-\ him 11'
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).
1X
Fnvironmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal state,local)
land's
Yes El No X
X
If \es, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act
Note: 11' you are not sure whether a NEPA/SEPA document is required, call the
coordinator at [phone] to review current thresholds for environmental documentation.
Yes D No El
11' ves. has the document review been finalized by the State Clearinghouse? If so. please attach a
cope of the NEPA or SEPA final approval letter.
Yes f-] No
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 pro\ ide
justification for these impacts in Section VI1 above. All proposed impacts must be listed herein.
and must be clearly identifiable on the accompanying site plan. All buffers must be sho\?n on a
map, whether or not impacts are proposed to the buffers. Correspondence from the D%VQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Yes No ? If you answered "yes", provide the following information
Will the project impact protected riparian buffers identified
(Net,se). 15A NCAC 2B .0259 (Tar-Pamlico), I5A NCAC 2B
Water Supply Buffer Requirements), or other (please identify
within 15A NCAC 2B .0233
.0250 (Randleman Rules and
Page 9 of 12
Identif` the square feet and acreage of impact to each zone of the riparian buffers 11' buffer
mitigation is required calculate the required amount of mitigation by applying to biller
multipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
5960d4 3
2 3 q 1.5
Total qq 40 t), 22..,
Zone I extends out 30 feel perpendicular from near oanK of cnannei: cone -, evenas 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
ol' Properly, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preser%ation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
X1. Stormwater (DNVQ Only)
b
D
X11
Sewage Disposal (DIVQ Only,)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed pr ect, or available capacity of the subject facility.
cy) 5 i t-C. t o azsl - OL -S o oS _
X111. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes n No
Is this an after-the-fact permit application?
Yes E] No
Page 10 of 12
Describe impervious acreage (both existing and proposed) versus total acreage on '.he site
Discuss stormwater controls proposed in order to protect surface waters and .?etlands
downstream from the property. „ % I ? ,
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sutficiently to advance of cksired
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).
loll
,applicant/Agent's Signature Date
(,<Ngent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
l S Arn)) Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Koom 208 Burke Gaston Macon Rutherford
Asheville. NC 28801-5006 Cabarrus Graham Madison Stanley
Felephone [phone] Caldwell Haywood McDowell Swain
Fay [phone] Catawba Henderson Mecklenburg Transylvania
Ralei__h 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
Raleis4h, NC 27615 Chatham Granville Orange Wake
Telephone [phone] Davidson Guilford Person Warren
Fay [phone] Davie Halifax Randolph Wilkes
\?'ashin_ion Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Berrie Dare Lenoir
Post Office Box 1000 Camden Gates Manin
Washington, NC 27889.1000 Carteret' Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fa.\ [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Baden Hamen 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
Pill
Tyrrell
Washington
Wayne
Union
%Vatau?! a
Y'ancev
Wilson
Yadkin
'Croatan National Forest Only
Page 1 I of 12
US Fh
US Fish and Wildlife Service
R;dlei?4h Field Oll-ice
Post Office Box 33736
Raleigh. NC 27636-3726
Telephone. [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufon, NC 28516
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]
CAN1A and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699.4617
Telephone [phone]
Fax: [phone]
Di•? is ion of Coastal Manap-ement Beaufon Chowan Hertford Pasquotank
I b3S Mail Sere ice Center Berrie Craven Hyde Pender
RaICiYh, NC 2 7699- 1638 Brunswick Currituck New Hanover Perqu inans
Telephone [phone] Camden Dare Onslow T - rre!i
Fv (919) 7;7- 1-495 Carteret Gates Pamlico ?kasn neton
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3555 Idlewild Road Ashe Mitchell Wilkes
Kcrnersville. NC 27284-9180 Avery Stokes
Telephone. [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax [phone] Haywood McDowell Yancey
Page 12 of 12
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 10, 2001
Mr. Sonny Johnston
Mr. Lanny Clifton
Son-Lan Development Co., Inc.
5160 NC 42 West
Garner, NC 27529
Re: New Bethel Road Tract Subdivision - Phase II
Stormwater Management Statement
Dear Sirs:
We have reviewed the Stormwater Management Statement (received
June 29, 2001) submitted for New Bethel Road Tract Subdivision - Phase II.
Based upon the information submitted the Stormwater Management Statement
has been approved. Please submit the following with the Stormwater
Management Plan:
1. Please provide a USGS Quadrangle map with the site and
applicable drainage areas indicated on the map.
2. Please indicate all jurisdictional wetlands on both the stormwater
management plan and the final plat.
Please be reminded that no land-disturbing activities-can begin at
this site until a Stormwater Management Plan has been approved for this
site. Any land disturbing activity occurring prior to receipt of a Stormwater
Permit will result in the assessment of civil penalties.
A copy of this letter will be forwarded to the Planning Office for their files. If
you have any questions or need additional information, please contact this office
at [phone].
ncerely,
VV`
Guy M. Anderson, E.I.
Stormwater and Floodplain Administrator
01 Cc: Kyle Richter, Subdivision Administrator
Jerry T. Dalton, P.E.
?-- scAL.E 1000,
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Neal C. Floyd & Associates, Inc.
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7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Thursday, September 27, 2001
U. S Army Corps of Engineers
Division of Water Quality - 401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
To whom it may concern:
Neal C. Floyd and Associates and Dalton Engineering and Associates, PA have
authorization from Son-Lan Development Company, Inc. to act as their agents on
matters of concern pertaining to wetlands/401 certification on Mallards Ridge
Subdivision located on-SR 1548, Johnston County, NC.
Truly yours,
? ;
Lanny ?
on, President
Son-Lan Development Company, Inc.
Office Use Only:
USACE Action ID No.
Check all of the approval(s) requested for this project:
® Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
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
2 Nationwide, Regional or General Permit Number(s) Requested: tj?i P 14
3 1 f this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4 1 f payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section V111 - Mitigation), check here: El
If. Applicant Information
Owner/Applicant Information _
Name: ?D? ?Y`n ?¢^t?
Mailing Address:
DWQ No.
Form V"r oon April 2001
Telephone Number: -]"]3- D9-3 Fax Number:
E-mail Address:
2. Agent Information (A signed and
attached if the Agent has signato
Name : ?? -e-0.-` -
Company Affiliation: c:j
Mailing Address: 79 O Q
dated copy of the Agent Authorization letter must be
authority i yff?or the owner/applicant.)
0
2
r.1-2-
1 nc
Telephone Number: 770=12Aram) Fax Number: Cp-1(o-8395
E-mail Address:
Page 3 of 12
111. Project Information
4
Attach a vicinity reap 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 properly
boundaries and development plans in relation to surrounding properties. Both the vicinity snap
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 properly
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* 1 1 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: Mollore 1?4 L S `^`? I S I
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0.5 F020
Location 1__
County: To\nV ";' V n Nearest Town:?Gz.?
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
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 ite at the time of this application:
su_)odiv ;c.i TA (cL4 iJcf `n ViAs Ar rd £ l?o?s?-u? la
7. Property size (acres): 70 oSae-c
8. Nearest body of water (stream/river/sound/ocean/lake): SW't
9. River Basin: ?-J pJI?-S-2?
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at litip://h2o.enr.stite.nc.us/adniiii/niips/.)
P2,e 4 of I_,
10. Describe the purpose of the proposed work: f pQ CA Sty- &\1 S? 4r)n
I I. List the type of equipment to be used to construct the project: SL OI.
f
12 Describe the land use in the vicinity of this project: f ej-f'o-1 T_ Yhw IS1 Ovl
I 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 NCDOY project.
list and describe permits issued for prior segments of the same T.I.P. project. along with
V. Future Project Plans
Are an}, additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: yip' f ?S
VI. Proposed impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts. permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
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 Vill below. If additional space is needed l'or
listing or description, please attach a separate sheet.
t'3,1,Z 5 of 12
1. Wetland Impacts
I nt cuch Impact separately and identify temporary impacts. Impacts include, but are not imi e u. _
e\cavauon. flooding. ditching/drainage, etc. For dams, separately list impacts due to both structure and flood ne
•' 100-Ye3r Iloodplams arc identified through the Federal Emergency Management Agency's (FEMA) Flood Imurrcc kite flap,
(F IRNI). or FEMA-appro?rd local Iloodplain maps. Maps are available through the FEMA Map Service Center at 1.8U!-358-yb lb or
online at Imp •\%\%\\ fimJ cil\
List a l%etland type that best describes ?ketJand to be impacted (e g . freshwater/saltwater marsh. forested \?ctland nca%cr pond.
Carolina Be) . bog. etc )
List the total acreage (estimated) of exiting wetlands on the property-.
Total area of ,tivetland impact proposed: i Fo.rtG-? ------[-
`4'eiland Impact
Site Number
(indicate on map)
Type of Impact' Area of
Impact
(acres)
.013 Located within
100-year Floodplain' `
(yes/no)
Yl'o Distance to
Nearest Stream
(linear feet)
Type of 11 eland

t stfs V`•S

i

I t d' me chanized cledrm2 trading. fill.
2. Stream Impacts, including all intermittent and perennial streams

Stream Impact
Site Number
Llndicate on map)

k
Type of Impact' Length of
Impact
(linear feet)

t 2
112-
Stream Name" Average Width
of Stream
Before Impact

3- 5' Prrcn^ial or
Inter^ :Went'
(please :peclfv) I

r ern n? 0.I
i

i

i::,..A A, • nc -ri -:- iiied nn-r:ln
- - -- - -
Lill each impact separately and identity temporary impacts. tmpacls 111-u-, uul ale r-01 ,_.
dams (separwel'\ list impacts due to both structure and flooding). relocation (include linear feet before and after. and net loss.ealn).
stabilization activities (cement wall. rip-rap, crib wall. gabions. etc.), excavation, ditching/straightcning, 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 Ul' (unnamed trlbutarn) to the nearest
do\%nstream named stream into %%hich it flows. USGS maps are available through the USGS at 1.800-358.9616. or online at
kill, Von Several inrernrt sites also allow direct download and printing of USGS maps to e . ioC,!? !n. -""I
etc.).
Cumulative impacts (linear distance in feet) to all streams on site: \)2
Page 6 of 12
;. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
e of Waterbods
T
Open Water Impact
Site Number
ma
)
di
i
Type of Impact' Area of
Impact
(acres) Name of Waterbody
(if applicable) yp
lake, pond, estuan. sound.
(
bay, ocean, etc )
p
cate on
(
n

112 ?

I nt CaCh unpaCt separateiv Una wcnum tcmpuia,i 1,,,r,,..,. .. r? -
Iloudine. dra naee. 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
he described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ] uplands [:] stream %?etlands
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 i.,out 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, lo%tier-impact
site layouts. and explain why these design options were not feasible. Also discuss ho%? impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed uring construction to reduce impacts.
-fosS? /t w
C
CD n ; vyV-t?

Page , c, 12
Vlll. N1 it igation
DWQ - In accordance with 15A NCAC 21-1 .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 Natiom lde
Permits, published in the Federal Register on March 9, 2000, mitigation will be required ?\hen
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 \tietland
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
him ''h?l) enl' 11:)te.nc.uti/ncwetlands/strniftide html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreagedMear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan \
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 ?{ould like to pay into the NCWRP. Please note that payment into the NC'`b RP 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 it' payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at Imp..cnr_-,ixtf.nc iy \\ip lnde\ I mil If
use of the NCWRP is proposed, please check the appropriate box on page three and pro\ ide
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 (federakstate.'local)
land?
Yes No
If does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (N'HIA `i. IAYI
Note: if you are not sure whether a NEPA/SEPA document is required, call the ?Ll`.A
coordinator at [phone] to review current thresholds for environmental d0cUI11ent1jt10[1.
Yes E] No El
11' ves. has the document revie%? been finalized by the State Clearinghouse? If so. please attach a
cope of the NEPA or SEPA final approval letter.
Yes El No 0
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 pro\ ide
justification for these impacts in Section V11 above. All proposed impacts must be listed herein.
and must be clearly identifiable on the accompanying site plan. All buffers must be sho\?n on a
map, whether or not impacts are proposed to the buffers. Correspondence from the D%VQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within I5A NCAC 213 .02>;
(Neese). 15A NCAC 2B .0259 (Tar-Pamlico), I5A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )..'
Yes U No If you answered "yes", provide the following information.
P:!Ie 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
(square feet) Multiplier Required
Mitigation
1 5-1 (D,e4 3
2 3 q 1.5
Total qq 40 tb.2- 3
Lone I extends out sU feet perpenoicuiar from near oanr, of cnannci: i unc c c-cnu?, 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
ol'Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preser%ation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
\I. Stormrvater(DWQOnly)
C)
0
X11
Sewage Disposal (DNVQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed pr ect, or available capacity of the subject facility.
XII1. 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 R
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 %?etlands
downstream from the properly. A I
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance o!' 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
??ork 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).
1U041rYj1 ob/ol
Applicant/Agent's Signature Date
(Auent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
(;S rm\ Corps of Engineers Avery Clay Jackson Polk
151 Pattun Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Nlacon Rutherford
Ashe% lle. NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone [phone] Caldwell Haywood McDowell Swain
Fay [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
Rale xh, NC 27615 Chatham Granville Orange Wake
Telephone [phone] Davidson Guilford Person Warren
Fay [phone] Davie Halifax Randolph Wilkes
%1jshuigton Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
??ash ngton, 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 B!aden 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
%?'atauea
Yance\
Wilson
Yadkin
'Croatan National Forest Only
Page 1 I of 12
US Fis
US Fish and Wildlife Service
Raleigh Field 011-ice
Post Office Box 33726
Raleigh. NC 27636-3726
Telephone. [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
farine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Dn ision
Pivers Island
Beaufort, NC 28516
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]
LAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division Of Coas(al Management Beaufort Chowan Hertford Pasquotank
l o38 Mail Sen ce Center Berne Craven Hyde Pender
Ralei_,h, NC 2 7699- 1 63 8 Brunswick Currituck New Hanover Perquunans
Telephone [phone],3 Camden Dare Onslow T,.rreII
Fay (919) 733- 1495 Carteret Gates Pamlico Warn n ,ton
NCWRC and NC Trout Counties
Westem Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
hernersville. NC 27284-9180 Avery Stokes
Telephone [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone [phone] Graham Madison Transylvania
Fax [phone] Haywood McDowell Yancey
Page 12 of 12
gol""J?v rawt v
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 10, 2001
Mr. Sonny Johnston
Mr. Lanny Clifton
Son-Lan Development Co., Inc.
5160 NC 42 West
Garner, NC 27529
Re: New Bethel Road Tract Subdivision - Phase II
Stormwater Management Statement
Dear Sirs:
We have reviewed the Stormwater Management Statement (received
June 29, 2001) submitted for New Bethel Road Tract Subdivision - Phase II.
Based upon the information submitted the Stormwater Management Statement
has been approved. Please submit the following with the Stormwater
Management Plan:
1. Please provide a USGS Quadrangle map with the site and
applicable drainage areas indicated on the map.
2. Please indicate all jurisdictional wetlands on both the stormwater
management plan and the final plat.
Please be reminded that no land-disturbing activities can begin at
this site until a Stormwater Management Plan has been approved for this
site. Any land disturbing activity occurring prior to receipt of a Stormwater
Permit will result in the assessment of civil penalties.
A copy of this letter will be forwarded to the Planning Office for their files. If
you have any questions or need additional information, please contact this office
at [phone].
ncerely,
V V `,
Guy M. Anderson, E.I.
Stormwater and Floodplain Administrator
0too
Cc: Kyle Richter, Subdivision Administrator
Jerry T. Dalton, P.E.
_ ,? :::. '? ?? i " ?nu.HKw r?iuct 5UBDIY1510N
?- SCALE I r 1000
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7908 AUDUBON DR. 1 RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Thursday, September 27, 2001
U. S Army Corps of Engineers
Division of Water Quality - 401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
To whom it may concern:
Neal C. Floyd and Associates and Dalton Engineering and Associates, PA have
authorization from Son-Lan Development Company, Inc. to act as their agents on
matters of concern pertaining to wetlands/401 certification on Mallards Ridge
Subdivision located on, SR 1548, Johnston County, NC.
Truly yours,
Lanny on, President
Son-Lan Development Company, Inc.
Office Use Only:
USACE Action ID No.
DWQ No.
Form Vrniun April 2UU1
0. It' any particular item is not applicable to this project, please enter "Not Applicable" or "N .'A" rather than
leaving the space blank.
Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
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 Vill - Mitigation), check here: El
Applicant Information
1. Owner/Applicant Information
Name: ?O? (?cIJ ??y?t,OPM?t? ?0^`'} ?`f
Mailing Address: c?'
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: -e- C_ °
Company Affiliation: ca-
Mailing ?' nc
Address: 79(2
'L 2
Telephone Number: 710=7?._ S Fax Number: Cp?7(o? ? - ---
E-mail Address:
Page 3 of 12
Telephone Number: -7-73- D93' Fax Number:
E-mail Address:
Ill. 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 properly
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 I 1 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: MQJJC rtk e-i0.A -e S,-"\J l S'% S,/1
2. T.I.P. Project Number (NCDOT Only):
;. Property Identification Number (Tax PIN): 055 FOLD ZJ
4 Location
County:_ \1v1S?V n Nearest Town:_ t/?
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): I
GS /? I=- -I ,, r]?i^? .12c. G!-2 i ,r t'??ras ??. - 442P,7 4-t;Wo r ckClo??

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 tte at the time of this application:
S?,bdu tSt T-A (O& IJof V i ?O.rcl £ 0.S lava,
7. Property size (acres): 7aoSaGre-5.
8. Nearest body of water (stream/river/sound/ocean/lake): SW t l?f?s2-k
9. River Basin: ?J
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at litip://h2o.enr.stite.nc.us/adniiiiiniips/.)
Page 4 of 12
10. Describe the purpose of the proposed work: fro pn ?y t\J r3?1
1 1. List the type of equipment to be used to construct the project: N "W^?
12 Describe the land use in the vicinity of this project: f'tx-ro-1 - iN? g_ S C?tV t51 eNi
I V. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained l'or 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 NCDOY project,
list and describe permits issued for prior segments of the same T.I.P. project. along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: r^\ -
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 V111 below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
I nt each Impact separately and identify temporary Impacts. Impacts inc u
:\cavauon. flooding. diiching/drainage, etc. For dams, separately list impacts due to both structure and flooding
• • I00-Ye3r Iloodplains are identified through the Federal Emergency Management Agency's (FF.MA) Flood In5urancc Rat: Nlap,
(FIRM). or FEMA-approved local Iloodplain maps. Maps are available through the FEMA Map Service Center at I.BUU-358-V61b ur
online at Imp. t\tttt t:me eo\\
••• List a ttetland 1\ pc that best describes t?ciland to be impacted (e g.. freshwater/saltwater marsh. forested t%ciland. hca cr punt.
Carolina Ba). bog. etc) ,
List the total acreage (estimated) of exiting wetlands on the proper-ty:
Total area of wetland impact proposed:t rt r_ortG-?? btLkk r ?-
Wetland Impact
Site Number
(indicate on map)
Type of Impact' Area of
Impact

(acres)
.013 Located within
100-ye3r Floodplain"

(yes/no)
Y11D Distance to
Nearest Stream

(linear feet)
Type of Wetland"'

afs U?•S. -!

i

I
i

l
I de but are not limited to. me chant7cd clcarrn2. eradine. fill.
2 Stream impacts, including all intermittent and perennial streams
0
Stream Impact
?
Site Number

tlndicate on map)

-type of Impact' Len '? t-ho f

Impact
linear feet)
(
1? 2
-

Stream Name" Average Widih

ol'Siream
Before Impact

3- 5f Perenn131 or

Intem.1111znl'
(please specily)
,
ar-e?n? 0.?

I
O. r

.... i...?n ti,+ nn! ti-ied iii Cuke riS and 35SOC13ted rip-rip
List each impact separalel) an identify temporary
dams (sepsratcl.? list impacts due to both structure and flooding), relocation (include linear feet before and after. and net fussreain).
stabilization activities (cement wall. rip-rap, crib wall. gabions. etc.), excavation, ditchingJstraighiening, etc If stream relocation is
proposed. plans and profiles shoving 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 irlbutar-) 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
+
--p- -- -
u•?, ?+rt Seteral internet sites also allow direct download and printing of USUS maps (e g . ++
w tt tt in.l + li:,t iUitt. etc ). t
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 12
3 Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
pe of WaterbodY
T
Open %VZ!ter Impact
Site Number
Type of Impact' Area of
Impact
(acres) Name of Waterbody
(if applicable) y
(lake, pond, estuan. sound.
bay, ocean, etc )
(indicate on map) Q
sftT epm C?oS51 ('9 D L I CJ P?/1n a

IIZ? lea%

tl)I Cit\n IITlpBIt ie paste %, Brl I en I ,
Iloodure, dramaee. bulkheads. eie
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
he described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): f-] uplands E] stream E] ?tietlands
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, accessibilit., , and
financial viability of the project. The applicant may attach drawings of alternative, lo?+er-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
p? ??? ? 11\
techniques to be followed uring construction to reduce impacts.
j`rGaC- 1
? ? n ; vin ?osSt W
?_ X11 b ? 00 ester ?-? n . 1 ?
os?,
Page 7 of 12
Mill. 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 Nationtiide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required ?Oen
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 ?tietland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses ol'
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, ]\ Dilable at
his/'h2u enr Mate.nc.us?ncwrtlands/strmnide.himl.
I . Provide a brief description of the proposed mitigation plan. The description should pro\ ide
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.1inear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan vice.
preservation mechanism (e.g., deed restrictions, conservation easement. ct(: ). Mid 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
`ou would like to pay into the NCWRP. Please note that payment into the NCWRI' 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 it' payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hnp;
use of the NCWRP is proposed, please check the appropriate box on page three and pro\ ide
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;lucal)
land'?
Yes NO
11' yes. does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act
Note: If you are not sure whether a NEPA/SEPA document is required, call the ?[-P.'\
coordinator at [phone] to review current thresholds for environmental docU1llent.1tion.
Yes El No El
11'ves. has the document review been finalized by the State Clearinghouse`? If so. please attach a
cope of the NEPA or SEPA final approval letter.
Yes El 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 prop ide
justification for these impacts in Section V11 above. All proposed impacts must be listed herein.
and must be clearly identifiable on the accompanying site plan. All buffers mint be sho??n on :t
map, whether or not impacts are proposed to the buffers. Correspondence from the D\b'Q
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
\Vill the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse). 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )'
Yes N 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
(square feet) Multiplier Required
Mitigation
Jr? (p G? 3
2 3 "I 1.5
Total GiCj y-Q (?.2S
Zone I extends out 30 feet perpendicular from near oanx or cnannet: Lune [ cxicnus 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
ol• Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
X1. Stormvvater (DNVQ OnIY)
Describe impervious acreage (both existing and proposed) versus total acreage un the site
Discuss stormwater controls proposed in order to protect surface waters and ?tietlands
i?.?i nc•tr?7m I'— trip nrnn'.rt\/
b
O
X11
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed pr ect, or available capacity of the subject facility.
Q?15 t ? ?- C?-5 oS
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F-] No
Is this an after-the-fact permit application?
Yes El No ?
Page 10 of 12
Sewage Disposal (DNN Q Only)
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 mad
choose to list constraints associated with construction or sequencing that may impose limits Uri
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).
./u lqj-- loll
'\pplicant/,agent's Signature Date
(ALjent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
L;S Arm) Corps of Engineers Avery Clay Jackson Polk
115 1 P3nun 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
Fay [phone] Catawba Henderson Mecklenburg Trans}Ivania
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
F3\ [phone] Davie Halifax Randolph Wilkes
`','3shington Re_ulaiory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Berrie 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 Hamett 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
Watau?!3
Yancey
Wilson
Yadkin
'Croatan National Forest Onlv
Page 1 I of 12
US Fi!
US Fish and Wildlife Service
Raleigh Field OfFice
Post Office Box 33726
Raleigh. NC 27636-3726
Telephone. [phone]
Division of %Yater Quality
401 Wetlands Unit
1650 Marl Service Center
Raleigh- NC 27699-165O
Telephone. [phone]
Fax [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone:[phone]
Fax: [phone]
[Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1633 Mail Ser. ice Center Berrie Craven Hyde Pender
Raleigh. NC 27699- 1638 Brunswick Currituck New Hanover Perqu rnans
Telephone [phone] Camden Dare Onslow T,.rreII
Fas (919) 73 i- 1495 Carteret Gates Pamlico ?k.asn n0ton
NCWRC and NC Trout Counties
Wesiern Piedmont Region Coordinator
3855 Idlewild Road
Kernersville. NC 27284-9180
Telephone. [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone [phone]
Fax [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Sun-y
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12
JO/M'4_1? 16"Irl"611
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 10, 2001
Mr. Sonny Johnston
Mr. Lanny Clifton
Son-Lan Development Co., Inc.
5160 NC 42 West
Garner, NC 27529
Re: New Bethel Road Tract Subdivision - Phase II
Stormwater Management Statement
Dear Sirs:
We have reviewed the Stormwater Management Statement (received
June 29, 2001) submitted for New Bethel Road Tract Subdivision - Phase II.
Based upon the information submitted the Stormwater Management Statement
has been approved. Please submit the following with the Stormwater
Management Plan:
1. Please provide a USGS Quadrangle map with the site and
applicable drainage areas indicated on the map.
2. Please indicate all jurisdictional wetlands on both the stormwater
management plan and the final plat.
Please be reminded that no land-disturbing activities can begin at
this site until a Stormwater Management Plan has been.approved for this
site. Any land disturbing activity occurring prior to receipt of a Stormwater
Permit will result in the assessment of civil penalties.
A copy of this letter will be forwarded to the Planning Office for their files. If
you have any questions or need additional information, please contact this office
at [phone].
ncereIy,
Guy M. Anderson, E.I.
Stormwater and Floodplain Administrator
ti?
Oho
Cc: Kyle Richter, Subdivision Administrator
Jerry T. Dalton, P.E.
?' ??? \ + +n?u?rtu? i??uc?t 5UBDlY15I0N
a
?._._ ,? • SCALE I = 1000 ?
l?. S. G. S. ?a4DgUGLES ?cMoNb.So?J l? C .
c? Q GAZWEZ Jlr C.
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II 250
11 ? T
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197-1.11- 11
1
200
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,oo
Neal C. Floyd & Associates, Inc.
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S?'e9-? c?oss? ?'
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ate.
S? ems fi`?-? a.re- -o??-
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G ` r cs'v A.
i
7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Thursday, September 27, 2001
U. S Army Corps of Engineers
Division of Water Quality - 401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
To whom it may concern:
Neal C. Floyd and Associates and Dalton Engineering and Associates, PA have
authorization from Son-Lan Development Company, Inc. to act as their agents on
matters of concern pertaining to wetlands/401 certification on Mallards Ridge
Subdivision located on SR 1548, Johnston County, NC.
Truly yours,
Lanny ;on, President
Son-Lan Development Company, Inc.
Office Use Only:
tiCe? F Action ID No.
corm VC151mi :,Nin cw,
5 0 11
DWQ No.
Ifany particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
i. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
Nationwide, Regional or General Permit Number(s) Requested:
3 l f this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: El
4 If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigatiori of impacts (see section VIII - Mitigation), check here: []
I1. Applicant Information
Telephone Number: - -7 3- 09Z Fax Number:
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/appl)cant.)
Name:
Company Affiliation:
Mailing Address: D
(? C -2-7 (D I
Telephone Number: Fax Number: C4-_)jb 8 ,?-
E-mail Address:
Page 3 of 12
Owner/Applicant information OPM
r.., -p C, n KJ - 1-4 IJ : I >= i (?X?Y ,
Ill. Project Information
Attach a vicinity reap 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 properly
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale north
possible, the maps and Lrplanslshould
be included. The
impervious surfaces, or other facilities must
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. uDWQ ze prefers full-size fullsizconstruction
drawings rather than a sequential sheet version of the fll plans. If
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: Mc lcrd? 11? amt
2. T.I.P. Project Number (NCDOT Only): -
;. Property Identification Number (Tax PIN):
1. Location (1 ?
County: ?D1v1S t!1 Nearest Town:
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, e etc.)-.
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 separatrl} lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the ite at the time of this application:
_VA Q i c-i ??? fJal v i orcl TIA
7. Property size (acres): 7C r
8. Nearest body of water (stream/river/sound/ocean/lake): SW t 4si?
9. River Basin: N pS?2?
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at litip:/lh2o.enr.stite.nc.us/3dniiii/nilps/.)
Page 4 of 12
10. Describe I he purpose of the proposed work: _iprnp S2 A Sty- &\l S? 0:Vn
A A '
1 1. List the type of equipment to be used to construct the project: r- d, (-0Q6. ?Ut.eti .e
12 Describe the land use in the vicinity of this project: f u-r'o_? T 1n^ ?_ s!WQCUV ISI 0A
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits.
certifications or other useful information. Describe previously approved wetland. stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOY project.
list and describe permits issued for prior segments of the same T.I.P. project. along with
construction schedules. ,
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so. describe the
anticipated work, and provide justification for the exc;usion of this work from the current
application:
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. Weiland Impacts
• I nt cach impact separately and identify temporary impacts. Impacts Inc u e. u -
r\ca\ anon. Ilooding. ditching/drainage, etc. For dams, separately list impacts due to both structure and Iloodlne
•' I00-Year Iloodplalns are identified through the Federal Emergency Management Agency's (F1:MA) Flood Imurance Kati Niap,
(FIRM). or FEMA-approved local Iloodplain maps. Maps are available through the FEMA Map Service Uenicr at I-8UU-338-y616 ur
online at hiih . ,N k:wa vol.
List a \%eiland type that best describes wetland to be impacted (e g . Iresh\vater/sal(water marsh. forested ?%ciland. bea?cr punJ.
Carolina 13a). bog. etc )
i
List the total acreage (estimated) of exiting wetlands on the property 2 0.1
Total area of wetland impact proposed:T rt ro.FtG-? b _ ---
Weiland Impact
Site Number
(indicate on map)
Type of Impact' Area of
Impact
(acres)
.013 Located within
100-year Floodplain"
(yes/no)
Y\ ID Distance to
Nearst Stream
(linear feet)
Type of Wetland"'

i s t?•S.

I
I
i

-1
I d b t are not limited to me chamzcd clearing, gradlne 1111.
2. Stream Impacts, including all intermittent and perennial streams
0
List each impact separate IN and identity temporary impacts impacts Include, ut are no Imt
dams (separaick list impacts due to both structure and flooding). relocation (include linear feet before and after. and net luss.'gam).
stabilization acti,.ities (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 1_11 (unnamed irlbutan) to the nearest
do\%nsiream named stream into %%hich it flows. USGS maps are available through the USGS at 1-800.358.9616. or online at
Several internet sites also allow direct download and printing ol* USGS maps (e g . to vn nl .uul.
etc.). t
Stream Irnpact
Site Number
(indicate on map)
Type of Impact' Length of
Impact
(linear feet)
1i2
Stream Name" Average Width
f' eirlearct
4
3-51 Perennial or
t pnieimilient.,
1
Al ;a
I O. ?

1

b
t I fed to cul\e i
ns and associated rip-rap.
Cumulative impacts (linear distance in feet) to all streams on site: \?2
Page 6 of 12
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact

Site Number
(indicate on map)

Type of Impact' Area of

Impact
(acres)
Name of Waterbody
(if applicable) Type of Waierbods
lake, pond, estuary. sound.
(
bay, ocean, etc )
Q
S+( crosst D W
IIZ? e?,?; o
?
?

•_____._ :._..i...?_. ti.., .,... ...,i L mi,-1 iii 111 r?.'e?aliun ?fi??ln?_i?l iAih Impicl separale .' an 1 .
Il >vdmti. dralnaee. bulkheads. etc
-). Pond Creation
If construction of a pond is proposed, associated wetland and stream tmpacts 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 El stream ? %?etlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-dowry valve or spillway, etc.):
Proposed use or purpose of' pond (e.g.
local stormwater requirement, etc.):_
livestock watering, irrigation, aesthetic. trout Puna.
Si-r.e 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, lo?ier-impact
site layouts, and explain why these design options were not feasible. Also discuss ho%? impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techni ues to be followed uring construction to red ., mpac .
v r-
_?t ???1.,?.,? _ ?? n

Page 7 of 12
VII1. [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 Nationtiide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required ?Oen
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 presen ing 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, a\ ailable at
?t;tte.nc.us/ncwetlands/stnn?ide.html.
httn /11-20 (fill'
Provide a brief description of the proposed mitigation plan. The description should prop ide
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/lMear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan
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
`ou would like to pay into the NCWRP. Please note that payment into the NC'WRI' 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 it' payment intu the
NC\VRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http. in,te\ linit II
use of the NCWRP is proposed, please check the appropriate box on page three and pro\ ide
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):
Arnount 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 K
II ?e,. does the project require preparation of an environmental document pursuant to thr
requirements of the National or North Carolina Environmental Policy Act (Nf.11A,.iH A)'
Note: If you are not sure whether a NEPA/SEPA document is required, call the -?I:PA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes 0 No
II' yes. has the document review been finalized by the State Clearinghouse'.) If so. please attach a
coP.v of the NEPA or SEPA final approval letter.
Yes E] 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 pro% ide
justification for these impacts in Section VIl above. All proposed impacts must be listed herein.
and must be clearly identifiable on the accompanying site plan. All buffers must be sho%?n on a
map, whether or not impacts are proposed to the buffers. Correspondence from the D%VQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .023.1
(Neese). 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Y.'
Yes M No El 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
mullipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
59 0 d4 3
2 3 9 1.5
Total qq 40 O,2-;
Zone I extends out Su feet perpenoicutar from near oann of cnannci. cunc -, cxicnu?, an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
ol'Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
X1. Stormwater (I)NVQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site
Discuss stormwater controls proposed in order to protect surface eaters and ??etlands
downstream from the property.
CID fl ° " ole-a- e a?1-ear 1 ! ?o?t' s i-
Q ? 1 2V C)n
XI I. Sewage Disposal (DNVQ Only)

Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of'
wastewater generated from the proposed prAect, or available capacity of the subject facility.
C4!5, k:r- t,oOS12. O? Sb o&--<
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No n
Is this an after-the-fact permit application?
Yes ? No El
Page 10 of 12
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
%vork schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(,-agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
t;S Army Corps of Engineers Avery Clay Jackson Polk
151 Panun 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
Fav [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Anny Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Ralei;h, NC 27615 Chatham Granville Orange Wake
Telephone [phone] Davidson Guilford Person Warren
Fay [phone] Davie Halifax Randolph Wilkes
?t'ashumgton Re_ulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Berrie 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
%4atauga
Yance\
Wilson
Yadkin
'Croatan National Forest Only
Page 1 I of 12
US Fis
US Fish and Wildlife Service
Raleigh Field 01'fice
Post Office Box 33726
Raleiih. NC 27636-3726
Telephone. [phone]
It and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Set-vice
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufon, NC 28516
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]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Dn,s vn of Coastal tilanapement Beaufon Chowan Hertford Pasquotank
I b38 Mail Serv ice Center Belie Craven Hyde Pender
kale ,h. NC 27699- 1638 Brunswick Currituck New Hanover Perquwrnans
frl:p!:onr [phone] Camden Dare Onslow Terrell
f a\ (919) 73i- 1495 1 Carteret Gates Pamlico Washrn ,ton
NCWRC and NC Trout Counties
Westem Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville. NC 27284-9180 Avery Stokes
Telephone [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Wa?nesville, NC 28786 Clay Macon Swain
Telephone [phone] Graham Madison Transylvania
Fax [phone] Haywood McDowell Yancey
Page 12 of 12
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 10, 2001
Mr. Sonny Johnston
Mr. Lanny Clifton
Son-Lan Development Co., Inc.
5160 NC 42 West
Garner, NC 27529
Re: New Bethel Road Tract Subdivision - Phase II
Stormwater Management Statement
Dear Sirs:
We have reviewed the Stormwater Management Statement (received
June 29, 2001) submitted for New Bethel Road Tract Subdivision - Phase II.
Based upon the information submitted the Stormwater Management Statement
has been approved. Please submit the following with the Stormwater
Management Plan:
1. Please provide a USGS Quadrangle map with the site and
applicable drainage areas indicated on the map.
2. Please indicate all jurisdictional wetlands on both the stormwater
management plan and the final plat.
Please be reminded that no land-disturbing activities can begin at
this site until a Stormwater Management Plan has been approved for this
site. Any land disturbing activity occurring prior to receipt of a Stormwater
Permit will result in the assessment of civil penalties.
A copy of this letter will be forwarded to the Planning Office for their files. If
you have any questions or need additional information, please contact this office
at [phone].
jpcerely,
VV?
Guy M. Anderson, E.I.
Stormwater and Floodplain Administrator
6t
Cc: Kyle Richter, Subdivision Administrator
Jerry T. Dalton, P.E.
IMUC,t 4SU4dUIY1J/U/V
\ \ ,r
U SCAL.E I t 1000
U. S. G. S. ?ct,4oRAh(GLES ?oMorlD.SO?I C .
2
It . • (`//
Il ? ?
• %
o
250 / hp
J
\ O ?
¦
I _
• I \
I ??O 250
1 O . ,
i
? r
J ,I l1•_ ¦
CD) O M I I T
_ II
197 .?i,. `I
¦
1
200 /

Neal C. Floyd & Associates, Inc.
v

bti ? ?n? ?S ?,s be o 2 3
. T"-
s?('e¢w` Cif oSS? ? r" Y
?r w\ It 2
y?q 4?S S
I ' sd?s?i 6.A
-71 ZJ .JP
C-P
C3?
C?V?
sk_ oo
P
Iv-
? 'a
??2?n S ? ?_ ?.osS
Ott c sk»c.e._ 1na? 1*??
L-S, . 1
i S c-? d_' Ir??-e c,'•?-? °t`'`?s ass P ?
7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865
Thursday, September 27, 2001
U. S Army Corps of Engineers
Division of Water Quality - 401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
To whom it may concern:
Neal C. Floyd and Associates and Dalton Engineering and Associates, PA have
authorization from Son-Lan Development Company, Inc. to act as their agents on
matters of concern pertaining to wetlands/401 certification on Mallards Ridge
Subdivision located on SR 1548, Johnston County, NC.
Truly yours,
Lanny on, President
Son-Lan Development Company, Inc.
Office Use Only:
USACE Action ID No.
Form Ver>mn April 2001
DWQ No.
Il'any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2 Nationwide. Regional or General Permit Number(s) Requested: Q W P 14 -
3 If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required. check here: EJ
4 If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section Vill - Mitigation), check here:
11. Applicant 1 nformation
1. Owner/.applicant Information
Name: S Q ?J ' LAN ? ?y a L=o P J \ ??C? '^ (
1\-lailing Address: I I0, 17?j n 'A) Q?4 Telephone Number: -J-] 3- D9?3 Fax Number:
E-mail .Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signato authority for the owner/applicant.)
Name: C
Company Affiliation: ?' 'nc
Mailing Address: 79 D a-^ D
23
Telephone Number: e7Fax Number: Cpl(o-8_
E-mail Address:
Page 3of12
Ill. 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 propert}
boundaries and development plans in relation to surrounding properties. Both the vicinity reap
and site plan must include a scale and north arrow. The specific footprints of all buildings,
imperious 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 %vith 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' 1 I by 17-inch formal,
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: IYID?orA Q P S?b?t? St av?
2. T.I.P. Project Number (NCDOT Only):
;. Property Identification Number (Tax PIN):
0 5 Fo2D 255 b
tel. Location
County: ?0VnV)S?-p tn Nearest Towni L?Q t-b n I_J
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.):
??? ? wa-1 ? -R . -? ? vJ?11i s ?-f ? ? ? !?, ? 5 ? ? (?? et,? ?- 1?
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 separatel} lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the tte at the time of this application:
(6 LA 0,4tvx- V;A-a"a,rd:
7. Property size (acres): 70 o3o,--- ce-c,
8. Nearest body of water (stream/river/sound/ocean/lake)
s w t 4 &12.01k
9. River Basin: ? J
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://h2o.enr.state.nc.us/adniininiaps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: PCC ?? Sy t?ltSt cTV?
11. List the type of equipment to be used to construct the project:
t
12. Describe the land use in the vicinity of this project: f e--ro-1 ' - fN Yn, g S'WocLiv 151 ov
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously Issued permits.
certifications or other useful information. Describe previously approved wetland. stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOI' project,
list and describe permits issued for prior segments of the same T.I.P. project. along \?Ith
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project it the future?' If so, describe the
anticipated work, and provide justification for the exe `usion of this work from the current
?'`2S+
application: y1p r- ?ZI-C)i
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts. permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All ?tietlands 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 v,,etland or stream
mitigation, list and describe the impact in Section Vill below. If additional space is needed l'or
listing or description, please attach a separate sheet.
Page 5 of 12
1. Welland Impacts
0
I ist each impact separately and identify temporary impacts. Impacts Include, but are not Imne V. Z
i,ca+atlon. flooding. ditching/drainage, etc. For dams, separately list impacts due to both structure and floodine
•• 100-Year floodplams are identified through the Federal Emergency Management Agencp's (FFMA) (loud Imurancc kite Nlip,
(FIRM). or FEMA-approved local floodplain maps. Maps arc available through the FEMA Map Service C'entcr aI 1-800-.358-Yblb ur
onlinc at hnfi . ?+ I. nia c,l\
List a wetland typc that best describes v+etland to be impacted (e g., fresh+vater/salt+vater marsh. forested ??cUand. bca\cr pond.
Carolina BaN. bog. etc )
List the total acreage (estimated) of exiting wetlands on the property:
Total area of .veiland impact proposed: t'r%r-pi-t?? ---
2. Stream Impacts, including all intermittent and perennial streams
Wetland Impact
Site Number
(indicate on map)
Type of Impact' Area of
Impact
(acres)
.013 Located within
100-year Floodplain"
(yes/no)
Y11o Distance to
Nearest Stream
(linear feel)
Type of Wetland'

cfs of lJ?•S.

i
I

I d t mc chanled cleanne eraJing fill.
Stream Impact
Site Number
(indicate on map)
4 f
JImpaci
t)
Stream Names'

j2 K_ Average Width I t'erennlai or
of Stream i Intel mirtent'
Before Impact j (please specIfv) Arl { 10.
?
-1

_ .a ..i. I
..,1 rri.n n. r List cashimpact separately and identity temporary impacts, impacts mctuuc, but alc live m,Cd ?»?-•?•-- ••,- .
dams (separatcl.\ list impacts due to both structure and flooding), relocation (include linear feet before and after. and net losvealn).
stabilization activities (cement wall. rip-rap, crib +vall. 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 tnbutan ) to the nearest
do++nstream named stream into v+hich it floe+•s. USGS maps are available through the USGS at 1.800-358.9616. or online at
n..•, eov Several internet sites also allow direct do+vnload and printing of USGS maps (e e . %\ \%I% iopp j/i!ni?!?
etc ).
?Z
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 12
;. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and and,
other Water of the U.S.
)pen Water Impact
Site Number Type of Impact'
(indicate on map)
Area of

Impact
(acres)
Name of Waierbody
(if applicable) Type of WaierbodN i
(lake, pond, esiuan. sound,

bay, ocean, etc )

II2? I
I

I.. ..., .../ I., 1 11 r\. w\.II II I I I .l r C J IIII
11s1 each irract separatel. and idcnUfy temporar> impacts tn,pa?.l, III?I .,.. ,, ....
Iloodute. dralnaee. bulkheads. etc
4. Pond Creation
I f 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. lands
Pond to be created in (check all that apply): EJ uplands 0 stream %?et
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-dov,n 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
V1I. 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
techni ues to be followed wring construction t? educe; mt3`It?G
c W
v ? n tl vY. `-J`osS? ?
a X11 b t?D e?.r
o I
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nation\{ide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required \\hen
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 ol,
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or.DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http:!'h?u enr tittte nc uti/ncwetlands/strn??ide.html.
I . Provide a brief description of the proposed mitigation plan. The description should prop ide
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 \te\?.
preservation mechanism (e.g., deed restrictions, conservation easement. etc ). and :i
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 %litigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http. mp 111111 11
use of the NCWRP is proposed, please check the appropriate box on page three and prop ide
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. EnNironmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federakstate;local)
land'
Yes 0 No
11' \e,. does the project require preparation of an environmental document purt;(1nnt to the
requirements of the National or North Carolina Environmental Policy Act
Note: If you are not sure whether a NEPA/SEPA document is required, call the SI:P:^\
coordinator at (9) 9) 733-5083 to review current thresholds for environmental document.1tion
Yes r-] No
11'ves. has the document review been finalized by the State Clearinghouse? If so. please duach a
cope of the NEPA or SEPA final approval letter.
Yes [-] No
X. Proposed Impacts on Riparian and Watershed Suffers (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 prop ide
justification for these impacts in Section V11 above. All proposed impacts must be listed herein.
and must be clearly identifiable on the accompanying site plan. All buffers must be shu\?n on it
map, whether or not impacts are proposed to the buffers. Correspondence from the D\VQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse). 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )''
Yes Iq 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
(square feet) Multiplier Required
Mitigation
1 59 0 G} 3
2 3 Cj 1.5
Total 2?j
Zone t extends out Su reel perpenaicwar from near oanK of cnannei. cone -, cxirnus 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
ol'Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preser" ation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DNVQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site
Discuss storrnwater controls proposed in order to protect surface waters and v edands
iln\vnciraam frnm the nrnnarty

(2
X11
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of'
waste??ater generated from the proposed pr ect, or available capacity of the subject facility.
Olt S i tt_ W 0242 OUS O OS-e
X111. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No El
Is this an after-the-fact permit application?
Yes ? No El
Page 10 of 12
Sewage Disposal (DNN'Q Only)
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).
/U044/ /a?-
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 Regul3tory Field Office Alexander Cherokee Iredell Mitchell
1.:5 Arm) Corps of Engineers Avery
Buncombe Clay
Cleveland Jackson
Lincoln Polk
Rowan
151 Panun ,??enue Burke Gaston Macon Rutherford
Room 20S
?C 28801-5006
lle Cabarrus Graham Madison Stanley
.
lephone tS28) 271-4854
Telephone
Caldwell
Haywood
derson
H
McDowell
Mecklenburg
S w ain
Transylvania
Fav [phone] Catawba en
RalelRh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers A I I e a h a n y Edgecornbe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Sorry
Suite 120 Caswell Forsyth Northampton Vance
NC 27615
R31eiRh Chatham Granville. Orange Wake
,
Telephone [phone] Davidson Guilford
Halifax Person
Randolph Warren
Wilkes
F3s [phone] Davie
%Yashington 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
Hertford Pamlico
Pasquotank
Telephone [phone] Chowan
Fax [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnert Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone [phone] Columbus Moore Sampson
F3X [phone] Cumberland New Hanover Scotland
Pill
Tyrrell
Washington
Wayne
Union
W313Ug3
Yance\
Wilson
Yadkin
'Croatan National Forest Only
Page 1 I of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone. [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
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]
CANIA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
D i% is on of Ccastal Management Beaufort Chowan Hertford Pasquoiank
I b38 ,',1ail Ser\ ice Center Bertie Craven Hyde Pender
Ralereh, NC 2-699- 1638 Brunswick Currituck New Hanover Perquunans
Irl:-phone t9l?,733.2793 Camden Dare Onslow Terrell
Fay (919) 73- I49? Carteret Gates Pamlico Washin;,ton
NCWRC and NC Trout Counties
- ._ :mont Region Coordinator Alleghany Caldwell Watauga
3655 Idlewild Road Ashe Mitchell Wilkes
hernersville. NC 27284-9180 Avery Stokes
Telephone. [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Wa)nesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax [phone] Haywood McDowell Yancey
Page 12 of 12
JOA""Ov 16""d4oll
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 10, 2001
Mr. Sonny Johnston
Mr. Lanny Clifton
Son-Lan Development Co., Inc.
5160 NC 42 West
Garner, NC 27529
Re: New Bethel Road Tract Subdivision - Phase II
Stormwater Management Statement
Dear Sirs:
We have reviewed the Stormwater Management Statement (received
June 29, 2001) submitted for New Bethel Road Tract Subdivision - Phase II.
Based upon the information submitted the Stormwater Management Statement
has been approved. Please submit the following with the Stormwater
Management Plan:
1. Please provide a USGS Quadrangle map with the site and
applicable drainage areas indicated on the map. '
2. Please indicate all jurisdictional wetlands on both the stormwater
management plan and the final plat.
Please be reminded that no land-disturbing activities can begin at
this site until a Stormwater Management Plan. has been approved for this
site. AnV land disturbing activity occurring prior to receipt of a Stormwater
Permit will result in the assessment of civil penalties.
A copy of this letter will be forwarded to the Planning Office for their files. If
you have any questions or need additional information, please contact this office
at [phone].
ncerely,
Guy M. Anderson, E.I.
Stormwater and Floodplain Administrator
bk
Cc: Kyle Richter, Subdivision Administrator
.IPrry T. Dalton. P.E.
SCALE I ,? z 1000
G. S. ?c rA?xAa(stFS FvMoNO.sor/ l? C .
C) Q GAXWEX
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SW/fT CREEK / , 2 J ~ NO IMPACT ~ 29
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`'1- - NO IMPACT
o
e = ca JOHNSTON CDUNT~' NC
N
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4
4 L{. NOTE:
[71 ARWV BUffER ALL WETGWOS ARE CONTAINED IN THE RIP TON ENGINEERING DAL ,
3 Z7 AND OPE]V SPACE. & ASSOCIATES, P.A.
N
E V N P.O. BOX 426 Vl ~rRU
CU L NO cT ? 919 550-4741 FAX 0 T Fos opNS CLAYTON, NC 27520
4 'm L V - --~l
o
o 00 JOB: 01023 DATE: 9/19/01 REVISION. 002 12001 ADDED SWIFT CREEK BUFFER ELIMII~AP'~ DRAWN: DBL SHEET; 2.a OF 9
REVISION 002 - 1012612001 - ADZ 4:1 SLOPES PER JOHNSTON COUNTY UTILITIES FILE. PR i2001 - REMISED TYPICAL ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT
C5 REVISION 001 - 10/11/2001 - REb
q a y;

.
I ~ ~
20 i
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Q W I i ~ i I 10X70
h~ ~ ~ ~ ~ I SITE TRIANGLE ~
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2
'I 3
EX(ST/NG ROAD 3• S R
R1'"----------------- ti~ i 4
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ROAD CONNE NTS ~i R/w ~i
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f SLOPE AS REQ'D,
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A-A j SECTION 7
P
- - ROADWAY SYMEI'R1CAL CUL DE SAC G 58
Nrs RW 0J Q~ ,
-----------------1----------------- 8 ' y0 0 6
TYPICAL /NTERS~CT/ON i
NTS 'P c
~ 57 c ~ ~'2 ~
9 ~
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6' 5' 6' 20' PAVEMENT JO 56 10
6
" 1 " " 1 4 FT ~ 1 fT, ~P ~
1 Fr, 4.~ ~;1 i t MSC. 5
11 RESERVED
" URFACE COURSE 6 FOR
1 1/2 B/lUMINOUS CONCRETE S FURYRE ,
" S COURSE ON COMPACTED GR,40E 8 AGGREGATE BA E OFFSITE SEWER 64
. I. r _ _ 54 . I _ _ _ . _ _ _ - - . - - - - _ _ _ - - - .
- - 12 _ N . - -~'PICAL SfREE~ ~~CTIO i
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~ARfABLE PA~EMEN LDER OPEN SPACE SNOU
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ND OF TREAM " UPPER E S 1/4 PER, fL +16~
DR AS DEFINED BY STEYE MITCHELL
" -2 08% +8% 1 4 PER, FT Q7 2,~ 2~~
-8.J3X -IBS' OR ~
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i 5 ? ri
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I . 48 I
17 ~ I ~
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~ ~ ~ i ~ ~ ~ ~ ~
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OPEN SPACE ~ NOTE.
~ / ~ / _ A,CL WETLANDS ARE l~ONTNNED /N THE R/PAR~gN BUFFER ~
~ ~ ~ ~ f i I RING ~ ='^-"r-`~' I pALTON ENGINEE AND pPEN SPACE
~ ASSQCIATES, P.A,
1 I I~/~~ rp ~~i ~ ~ 1 ~tii' ~ ~ ~ ~ . ~ ~ 1 ,-,1 PER I MANENT ~ U1~A~
~ ,r_ ~ OP~'N SPACE ~ ~ ~ , 1, _ , , ~ _ , ~ , , ED BY OWNS Sw I ~ .1 , . , , , ~ ~ . 46 AST MAIN STREET 4 E -4740 LY 919 550 ON EW
I R ~'0 EVI 2s R _ P.Q. BOX 4 n~ n FFn_~~~! ~ Feu
NOT FOR CONSTHU,11%J'r CLAYTON, NC 2752p "JOB: 01023 DATE: 9/19/01 REVISION: 002
~ ti X1.5 pap F NN
REVISION 002 - ADDED SWIFT CREEK SUFFER Mfr SUFFER : 2 OF 9 SLOPES PER JOHNSTON COUNTY UTILITIES. FILE: PRELIMINARY DRAWN: DBL SHEET.
REVISION 001 - 10/11/2001 - REVISED TYPICAL I w D ED TYPICAL ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4.1
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C- 4
I I NOTE
ALL W£1L4V0~ ARE CANTAINED !N 1NE R/PAR,W N B -
N L ~ 0 EN SPACE pALTON ENGINEERING AN OP
M 8c ASSOCIATES, P.A.
a r
ONLY 1% - 446 EAST MAIN STREET
E 919 550 4740 E ~ tooN P.O. BOX 426
4 m R~~ ~ 50-4741 FAX co NOT FoR NST CLAYTON, NC 27520 919 5
N Q V
O I O JOB: 01023 DATE. 9/19/01 REVISION: 002
U7 F-- REVISION 002 - 1012612001 - ADDED SM - ADDED SWIFT CREEK BUFFER
L4J a REVISION 001 - 10/11/2001 - REVISED n PER IOHNSTON COUNTY UTILITIES. FILE: PRELIMINARY DRAWN: DBL SHEET: 2a OF 9 REVISED TYPICAL ROAD AND CUL-DE-SAC CROSSECT/ONS TO REFLECT 4.1 SLOPES

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" " A' 'I " ~ 1 4 ~T: ~ F7: ~P I " ~ 1 4 ~;1 11 I
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~ M FURYRE
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1 1/2 BITUMfNO " OURSE ON COMPACTED GRADE 54 _
AGGREGATE BASE C 8 12 _ .I .
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ND OF STREAM UPPER E
" sx M/ TCHELL D BY STEVE 1 4 PER. fT AS DEFINE / .L
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OR F
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18 I l ~
i 19 I ~ \ ~ , 45 / 'I'
20 ~ ~ / , ¢6 v ~
21 / \ , i ,i~
22 i ~ 44 ~ 'i /
3 / , i
~ ~ 1 / / / is
24 ~ ~ ~ f I ~ ~ ~ v / 43 ~ , , ,~l / \ /
2 ~ l . ~ / ~ I 42 / ~
1; Q ~ ~ ' C R/~' ~ I 1 ~ A
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'8 EEr m w 1 m~ ~ s'~ 1 ~m~z 1
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I ' ~ 29 Q ~ 100 FOR
Q , l ~ POND ~ )ND
~ ~ ~ 'I w - N COUNTY NC JOHNSTO ~ ca e
Q ~ ~ 'i~ ~ ~
N ~ 1 ~ , ~ ,
/ ~ ~ ~ ~ I ARE L~ANTNNED !N THE R/PARWN pALTON ENGINEERIN
' fl CE ~ ~ OPEN SPA / ~ \ ~ \ ABC ?y£TIANOS
~ / ~ ~ rte. , ~ ~ D pPE/V SP~C~ ASS CIATES, P,A. AN Q
STREET g 446 BAST MAIN 919 550-4740
. l~T~ •I A~ ~ i - / ~ Y NL OX 426 1 FAX ~ P,0 B 9 550-474 ~ 91
~ ~ ~ I, ~ , - ~ ~ . PERMANENT' OPEN sPa~~ ~ ~ ~ - - , , r-r ~ ~s=Fk
ro 34' R4'SERVED BY OWNER T D FOR CONS?RUC7w"
I _ i, i T CLAYTON, NU 1/51u NO
DATE. 9/19/01 REVISION: 002 ~ I EFII B. 01(
=LLEI:PPRREELI MINAR Y DRAWN: DBL SHEET: 2 OF 9
O - SION 002 ADDED SWIFT CREEK' a ~/----_I REI/1 SWIFT CRE ~ EK''I BUFFER _ SLOPES PER JOHNSTON COUNTY UTILITIES. i - REVISED TY
11/ REVISION 001 - 10/ 2001 DO 1 PICAL ROAD AND CUL DE-SAC CROSSECTIDNS TD REFLECT 4,1
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NO IMPACT ; 29 ~J ~
/ ~
i ~ ~
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~ ' ~ ~ ~ ~

, i1 , 8, ~ , , 1 ''1
o ~ / ~ 1 5,
~ ~ ~ ~ I ~ ~ OPEN SPACE ~
~ ~ i _ 1
. i r / \ \ ~ / 1 ~ ~ ~
-
' I ~.i~ \ ~ '0~~ i ~r^r_~ O;~ ~w ~ ; , : PERMANENT OP ~ o , i^ EN SPACE \
~ TO BE RESERVED ~ , , BY OWNER
j ~1 i,~j i
~ ~ 11 , ~ a
~ ~.i ~ J r ~ _ ~ ~ __J/-'/ ~ _ _ ~
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1 i~~~~ / ~ ~ / ~ i / ~ i~ i O I
- POND -
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I ~ ~ . • ~i - /
I ~ ~ 1.
~ ~ i~ / ~ ! E i ~
i F F
UNNAMED TRIBUTARY I i , , ~ i ~ , ~t
~ TO SWIFT CREEK J~ ~ ~ ~,,j r
~ i ~ ~ ~ PERENNIAL STREAM
R' ~ ~ . ~ 1 UNNAMED STREAM
o ~ _ NO IMPACT 1 0 0 100 200 300 D
0 FOR
c~ N
ca e = JDHNSTDN COUNTY, NC
m a NOTE.
TN RIPARIAN BUFfER = ALL W£TUNDS ARE CONTAINED /N E ~ _
~ L SPACE pALTON ENGINEERING ANO OPEN
& ASSOCIATES, ~.A.
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_ I.Y C` 446 EAST MAIN STREET 91955
CL) L N ~ 0 4740 E~~ w ON CON R -f ION BOX 426
4 m sYR~c ~ 919 550-4741 FAX NOT F0~ CLAYTON, NC 27520
CU O_
O
U7 U JOB: 01023 ~ DATE: 9/19/01 REVISION: 002
u1i REVISION 002 - 10 26 2001 - ADD4-D SWIFT CRE RE-VISION 001 - 10/1112001 - REVISED TYPICAL .D SWIFT CREEK SUFFER QED TYPICAL ROAD AND CUL-DE-SAC CROSSECTIDNS TO REFLECT 4,1 SLOPES PER JOHNSTON COUNTY UTILITIES. FILE: PRELIMINARY DRAWN: DBL SHEET: 2a OF 9~
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EXISTING ROAD 3
R W 3S%t
-----------------1----------------- 5~ ti 15 20' I
ROAD CONNECTION 4
NTS R/W
~ ~ I I 5 I
35' 6' S' 4' 31 , I
~i I
I 20 , , I i
I 6
7 I SLOPE AS REQ'D, » ~ ~I n~
t~
. ~ 60 61 2
59 m
SECTION A-A 7 ~
ROADWAY SYMETR/CAL CUL-DE--SAC ~
~ A ~G 58 0
R1"'----------------- Nrs ~0 ~ ~ QJ
TYPICAL INTERSECTION 8 it h~
Nrs i i~o
} ~ ~ 'I P ~cI
57 ~ m c i,
9 9 62 ~ ~ 5 ~ I
50' R W ~ 1
6' 20' PAVEMENT 6' S' ~ 10 56 '
'I
r, 6 ~
" ~ 1 4" ~ 1 4" ~ 1 " ~ M,p~• Mph. 1 k.t
a, t 5
11
f 1/2" BITUMINOUS CONCRETE SURFACE COURSE 6 ' RESERVED ~
8"AGGREGATE BASE COURSE ON COMPACTED GRADE FOR j FURYRE ~
OFFSITE SEWER 64 ~
_ - _ _ 54 1
Nrs _ - _
- - - - - - - - - - d
~ R/ABLE PAVEMENT WlDTN 6' 8' 5' A SHOULDER OPEN SPACE
wrorH 5~0 '
.r~
1/4" PER. fT. +,sx UPPER END OF STREAM 180' CP&L UT1LlTY EASEMENT \
OR +8% OPEN SPACE
1 4" PER. f7: -2,08% AS DEFINED BY STEI/E MITCHELL
-8.33% ' 189,• ~7 200 "
" OR 1 PER, Fl. _ _ -I- ~ -~--r------
5 ~?s~ ~ 1
5 50 51 49 ,
/ 13 1 ~i,
UT GRADES I r I ORII/EWAY TURNO ~
NTS ~
15 1 i I I I
1B I 14
52 ~ a,
17 I I I J8 I i / 48 i 1 ~ ,
4, 9 ~ ~ 1 ~ , ~ 1
20 ~ I 47 ~ \ ~
21 ~ ~ ~ > ~
22 45 ~
3 i X
4 / z 2 ~ 44 / ~ i ~ n
~ ~ ~
4
~ ~ ~ ~ I 43 / ~ ~ ~ ~
d Bic R~' ~ o Pu 5 ~ ~ 1 42 7 ~ 7 I,
~ EEr o . o rn ~ 1. SIR 'o rn 1 ~ ~ ~ 41 ~ ~ ~ ~ i~,
w w 1 m ~ 40 26 1 -c rn ~ z 1 O ~ \ / ` ~ ~ / ~ ~ ~ ~ ~ 9UfFE~ / ~ ~ ~ 1
`f ~ 1 0 ~ I. A 1 39 i /
~ I~rn ~m Z~n1DZ1 ~ / ~i~ i~~
1 rnrn ~ ~ rn 1 38 1 < I ~ E ~ ~ ,
~ rn 1 P E , 5 I
~ 36 ~ ° ~ ! 3 ~ E~ ~
4 3 I I ~ i ~T EO ~E R~
~1 I ~ I 2 34 I i P 5E ~ E,
d - 3 ~ i ER R , P E 9
~ ~ ~ ~ 32 ~ ~
31 ~ I ~ ~I /
~ , I i
30 ~ , Q 29 I I / , , 2 / ~ o 1
N ~ i ~ I I ,
4 1 i ~ 1D0 0 100 200 300
N I 4 ~ I POND
a ~ ~ \ FOR
~ ~ \ N ~ ~ u ~
i 1 u i ca e =
1 ~ 1 JOHNSTON COUNTY, NC
OPEN SPACE ~ ~ 1 ~ ~a
/ /
I ~ ~ ~ 1 ~ ~ ~ , Nora ALL WE7IANOS ARE COWTAINED JN THE RIPARIAN BUfF£R ~
AND OPEN SPACE DALTON ENGINEERING ~
T p & ASSQCIAa ES, .A. w~
,r i ~'1 ~ fir`- I~Ff~rlAdAICAlT nn..•. ~ _ ..INr~AC~ 1 Q~~~~T~FLY
I il; TO B-"-R L_, 1 ur4N SPACE wv . . ,
~i,- i, ESER~ED B cl) Y OWNER ITT 446 EAST VAIN STREET
REVIEW ONLY 919 550 4740 RUCTION P.O. BOX 426
0i 1\3 1 N, _ EpF NOT FOR CONST X919 550-4741 FAX CLAYTON, NC 2-7520
JOB: 01023 DATE: 9/19/01 REVISION: 002
LLJ REVISION 002 - ADDED SWIFT CREEK BUFFER 7 FER
REVISION 001 - 10/1112001 - REVISED TYPICAL RDA, cr_ TYPICAL ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4.• 1 SLOPES PER JOHNSTON COUNTY UTILITIES. FILE. PRELIMINARY DRAWN. DBE SHE , ET 2 OF 9 .

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/ i ~ B SrRE ~
~ i 26 i~ r / i 0 hi
/ r r / r N
r r 0
I i r Z
/ r r
~ r r
1 2 / r W 34 Z
r ~ r 3
r 32 ~
/ i 31 31 W
SWIfT CREEK r I i 2 ~0
NO IMPACT ; 29 ~J r w
rr
r r
r i / r
~ r i i
i ~ i
~ i ~ ~ 1/ $ i ~ ~ ~ ~
'I v
~ OPEN SPACE 1 ~
xro / '1 ~ ? ~
~ ~ r ~ i/r 1~,~ i ~
~ 1 / ~ ~ ` V o ?
~ ~ 1 i ~ ~ -o~ ; ~ ~ PERMAN ~
~ ~ ~I~ ~ i ~ r Ito , ~ , ~ ENT OP ~-ti ~ TO EN SPACE \ ~ , _ ~ BE RESERVED BY
~ ~ ~ I ~i~^ / III , ~ ~ ~ OWNER
~ t' ~ 111 ~ ,y r~ -i~
~ ~ ~ 'I. i~~ '
?
i a
- POND -
o ^ /
o~ ~ ~ . / i /1. n ~ ~ ~ i
r,
~ ti A / ~ ~ / i/ L
r ~ I
~ UNNAMED TRIBUTARY ~ ~ I ,
I I ~ , TO SWIFT CREEK ~
. ~ ~ PERENNIAL STREAM ~ ~ ~
o ~ ~ cu I \ ~ ,
~ o ~ ~ UNNAMED STREAM
NO IMPACT 4 100 0 100 200 300
O K FOR
~P
N
U b ca e = JOHNSTON COUNTY, NC

3 NOTE.
r~ G tv ALL WETUNOS ARE CONTAINED IN THE R/PARWN BUfFER
~ k AND OPEN SPACE, pALTON ENGINEERING
c &ASSOCIATES, P.A.
„
Y r 446 T MAIN STREET
w L 4 919 550-4740 EV N R
lT1 N NSTRUCTIO P.O. BOX 426 T FOR Co 919 550-4741 FAX
O .-y NO CLAYTON, NC 27520 0 V
O U7
F- ~ REVISION 002 - 10126112001 - ADDEG REVISION: JOB: 01023 DATE: 9/19/01 002 )01 -ADDED SWIFT CREEK BUFFER
o REVISION 001 - 10/1112001 - REVISE UTILITIES. ' BL LLHEET: 2a OF 9 D1 - REVISED TYPICAL ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4:1 SLOPES PER JOHNSTON COUNTY l FILE: PRELIMINARY DRAWN: D
ee /
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i ~ ~
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i i R i 30 i I
I 1
2
~ EX1STlNG ROAD as. 3
R
R1'"----------------- ti5 ,5~ zo~ 4
ROAD CONNECTION
Nrs R/W 6
5
I I ~ ~ ~ , ~ ~
~ 35 6 5 4 ~ ~
~ ~ ~ , I
20' ~ ~ i ' ~ i
~ ~ 6 '
SLOPE AS » , ~ ~ RE4 D, ~ P F7: ~
o, , ~ 60 61 ~
i 59 m
SECTION A-A 7
I
RoADwar SYMETR/CAL CUL-DE-SAC R ~ ~G 58 ~
S 0`' ~ 4
4~ Rrw Nr QJ i I 8 o
TYPICAL INTERSECTION h ~ o
Nrs ~ ~ 'P c
57 m
5 ~ 62 ~ g I
50' R W 6' S' g 20' PA~EMFNT 56
10 '0
6
1 4 " ~ " " ~ 1 4" FT 1 ~ ~,P I
5 I
q;1 M ~ I 11 k
i RESERVED
US CONCRETE SURFACE COURSE 6 1 1/? B/TUM1N0 FOR FURYRE
b 8"AGGREGATE BASE COURSE ON COMPACTED GRADE I 64 OFFS/TE SEWER
x 54
~7YP/CAL 12 _ . _ i _ i _ _ Nrs _ ~ ~ a _ ~ ti~
~ -
- i _ _ _ ,--w_ _ ,W _
8 ~ B
T WIDTH 6' - BAR/ABLE PA~EMEN SHOULDER OPEN SPACE
~ wrorH i g~ ~
k2 ~r ' UTILITY EASEMENT 180 CP&L
EAM $ UPPER END OF STR 1/4 " PER, FT + 16 OPEN SPACE
DR % ~ S DEFINED BY STEVE' MITCHELL +8
1 4" PER. fL -2.OB% ~'~I ~7 2~~ i
-8.33% ' 18,E
OR " 1 PER, Fl -
1 5 ~S~ ~ V
I 5 51 5_~ 48
I 13 _
1 ~ ~ ti
RNOUT GRADS I Il/EWA Y TU I I OR
NTS I ~ ~ 15 ~ I

~ I 1 I 52 1
17 1 1 48 i I
I 18 l 1 I 1
19 ( . 47 ~ ~
h 20 ~ ~
21 ~I 45 ~ ~ ~ ~
22 ' 3 46 / , , ~ ~~3
/ ~ ~ 44 ~ / , , ~
I~ ~ 24 I I 7 i~
r ~ ~ ~ 1, ~ 2 i i'
~ 1 I i Q I 45 ~ ~ 7 7 ~ / ~ ~ ~ ~ i~-
~ I ~ 42 / '1
, LIC R~ ~ ~ PUB ~ ~ I ~ .B ,54 ~ Q,o~ ~
m I g~REEr ~ 40 40
~ 39 26 I o ~ cn I ~ ~ A ~ PAR4N' i~'~ ~ ~ i~t ~ ~ \ ~Ri i ~ H~ ~ i~~
~ ~ I I'~ ~ ~ 1 ~ ~ 1 I ~ ~
~ 1~"~~~~ ~ ~ ~ m ~I i ~i . ~i [i E PG ER - , . . r, -
3& I~~1 { ~ SP I~ I,
~ I !si C, 36 ( aI I O f~ , P 8~ - 0
3 ' i ~T EO J ~ E
~ 3 p I I P~ E i~ES,-
i ~ ~I 34 ~ I I ~I~ 2 ~ E~ ~ - ~a P E i 6 1
I ~ I I I _ _ T~ .
0 ~ i ~ ~,r ~ 32 I I ~ ~ ,
31 / ~ 'ti
_ , / - / ~ , ~ 28 30 ~ I ,
/ ~ Q 29 ~
Q ~ ~ ~ ' N I , 0 100 200 300 1p0
v I i ~ POND FOR
r ~ N , ~ i
~~h7 R1
C~ ~ / ca e = ~o,~NSTON courvr~ n~c
i ~ 1 ~ i
I~ ~ ~ I ~ I ~ , . , ~ ~ I ~
OPEN SPACE
/ ' I ~ ~ ~ Nor~~ NNED /N 1NE R/PARWN BUfFER ~ All WETGWOS ARE GaNT
pALTON ENGINEERING TM AND pPEN SPACE
~ I ~ ~ I A ~ ~ 11,E ~ ~~-~.,8! ~ ~ i DD,, pSS((''~~CI TES P.A. ~a r Sx A 4 A i
I I T>~ PER ~D MANENT ~ llN~
,I ~ ~ R~SER~ED B ~ W ~T CIS 446 EAST MAIN STREET LY 919 550 4740 ON
_ ~ ~ ~ .1, ~ ~ ~ ~ Y OWNER r--~ TO S I W R~VI~ ..tJ ~ p n gnu a~F - - - _
NOT FOR CONSTRUCTION CLAYTON, NC 2752p
JOB 01023 DATE: 9/19/01 REVISION: 002
RECISION 002 - ADDED SWIFT CREEK ,RUFFS SUFFER 4.1 SLOPES PER JOHNSTON COUNTY UTILITIES. FILE: PRELIMINARY DRAWN: DBL SHEET: 2 OF 9
U RE-VISION 001 - 10/1112001 - RELIED TYPICAL LL a :D TYPICAL ROAD AND CUL-DE-SAC CROSSECT/ONS TO REFLECT
T -

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1
a
19
20
~ 2. 21 ~
22 d
~ 3 Q
/ ~ i ~ , 24
i 2
/ i Z
/ ~ i 0 ;
i / ~ i R/W V G ~ pUB~IC
i / ~ i ,1 » ~ 50 EEr B ~
i / ~ sr~ O
26
~ i N
I i o
~ ~ ~ Z
/ ~ i ,a
/ r
i / ~ W 34 ~
~ 2 i 3
/
/ , V I ~l 32 W ~ 1 W
/ /
SWIfT CREEK / ; 2 30
~ 29 NO IMPACT ~ ~~.1 r
~ ~ ~i
r
r ~ ~
~ , ~ ~ ~
i z~ 1
~ 1 ~ ~ ~
1 1
' ; ~ ; ' OPEN SPACE / ~ I I ~
1 1 ~ ~ 9
~Y ~ ~ i~ / i
i i V ~ ~ _ ~ , : PERMANENT OPEN SP
r ~i o ~ i ACE ~ . TO BE RESERVED BY
% ' ~ ~I, 1 ~ - ~ ~ ~ OWNER
/ ~ ~ Vii' t / I) I i~~ ~ ,
i~i ~ ~ ~ ~r--~/~ Lam--J/~
. ~ ~ 1 - .r ~ ~

~
- POND - }
1 ~ ~ ~ ~
1
i E ~ : ~ ~ ~
I ~ ~ - ~ ~ a ~ i .k
i ~ i/ I , ~ ~ ;
~ ~ UNNAMED rR/BUrARY i , ~ ~
ii ro sw~~r CREEK i e i ~ ~ 3
~ `-_~r NIAL STREAM . ~ PEREN , ~ ,
o ~ ~ ' u~
o I ~ ` N - ; . i UNNAMED STREAM 1p0 0 100 200 300
a ~ _ NO IMPACT FOR
4
0
Y ca e = JOHNSTON COUNTY; NC
N
NOTE All W£TZAMOS ARf CONTAINED /N THE RlPARWV BUFFER a
pALTON ENGINEERING - AND OPEN SPACE.
& ASSOCIATES, R.A.
.~i L REET
.....~r r~[~IIY .0? 446 EAST MAIN ST Ia~al~~n-r174n
f7 9~1.,9 TON P.O. BOX 426 R C 550 4741 FAX TRU NOT FoR DONS CLAYTON, NC 27520
L
m cl:
q JOB: 01023 DATE: 9/19/01 REVISION: 002
0 REVISION 002 - 1012612001 -ADDED SWIFT DDED SWIFT CREEK BUFFER FT: 2a OF 9
REVISION 001 - 10/11/2001 -REVISED TYP/C E~ISED TYPICAL ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4:1 SLOPES PER JOHNSTON COUNTY UTILITIES. FILE: PRELIMINARY DRAWN: DBL SHE_
Cf:
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31
~i I ~c l 20 I ~ ~
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~ ~ I I 10'x70' I I ~ SITE TRlANCLE
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EXISTING ROAD ~ 2
9s• R 3
R1 5~ ti ~s so'
ROAD CONNECTION 4
Nrs R/W
I I ' 5
I ' 35' 6' S' I I 4
I I
~I 20' iw I I ~ I'
I I I i i 6 v
w~ I I ~ SLOPE AS REQ'D, » ~ I E ~
o, , > P
~ 61 2 60 i,
59
SECTION A-A 7 r s
~ ROAOwAY ~ ~
SYME?RlCAL CUL-DE--SAC Rw ~ . ~ ~ JG 58 0
-----------------1----------------- Nrs g ~
TYPICAL INTERS CT/ON 8 ,Q i
Nrs h~ o
'P ~
I 57 r ~ m ~ r
9 62 n
~ 50' Raw ~
6' 20' PAVEMENT 6' S'
10 56 10
" 1 4" FT 1 4" f7: " 6
M~ 4, a• ~ F
4• j 5
11
~ 1 1/2" BlTUM/NOUS CONCRETE SURFACE COURSE 6 ~ RESER~ ED
B"AGGREGATE BASE COURSE ON COMPACTED GRADE FOR
FURYRE OFFSITE SEWER 64
_ _ 4
~ NTS i , '~i -
~ • ~x
\ \ Fy

AARIABLE PAt/EMENT WIDTH ~ ~ 6' 8' S' ~ SHOULDER I i 67
wroTH ~ % OPEN SPACE ~i
r. x,25 `n ~ ~ o.
1 4" PER, FT ~ 6% ' ~ 0' CP&L UTILITY F4SEMENT ~ 18
/ UPPER END OF STREAM " OR +8~ ~ OPEN SPACE
~ 4 PER• Fr -2.08% AS DEFINED BY STEl/E MITCHELL
07 2,~ 2001
~ OR 1 "PER, FT \
5' - - - - - - - - -
~~S kl $ ~
_ ~ _ i ~ ` / 5 50 51 49
/ 1,~ 1 ~ I
I . S ~ Y TURNOUT GRAD I DRII/EWA i,
<< NTS I I f5 ~ ~ I rh ~
1 I
. ~ 'G~ 16 ~ ~ ~ 14 ~ ~
~ ~ ~ ~ 17 I ~ 52 i
1 I ~ 18 I i i 48 1
I 19 1 j I r
20 ~ 47 ~
21 \ 4+ ~
22 'h 45 r~ ~ ~ ~
3 6 4 / ~
i~ 24 / i I ~ i
~ 2 I ! ~
Q ! ' ~ ! 1 I I / ~ I f
~ 1 • I i 43 ~ ~ ~ , i%~ / ~
LIC R~ \ l ~ 0 PUB ~ i ti •g - 5 v I 1 I 42 / i 1 ~ ~ ^ %
' S~E~ A . O ~ 1~ 41 i
mm 1 40 40 ~ ~ ~ ~ i ~ ~ i
I r I ~ ~ r~ C~ 1 0 ~ 1 1 ,39 ~
l z~nl~zl
m~~ ~ ~ 1~,~, til, ~I 35 ~ Im
4~ 1 ~ • 1 ss ~ a ! i
~ ! 3 I i E~ -
~ b i I ~ I i ~T ED
2 .~4 I ~ , ~E R~ ~ P 5E,- F ~ E, R
i I Q _ 3 I I I _ , E R p E 6
32 ~ 31 ~ I \ , TO ~ ,r
i i I ~ 28 30 L _ ~ / / - L'
~s o ~ ,I~' -
~ I ~ j, Cu ~J i' j 1p0 0 100 200 300
I. POND
o ~ , FOR
~
~ 1 ca e =
~ I~ ~ i ~ ! 1 i JOH NSTON COUNTY NC
OPEN SPACE 7 ~ ~ i ~ ~ ~ / /
1 k
NOTE a All WETl~WOS ARE G10WTA/NED /N THE R/PARWN BUffER
~ ~ I, ~ ~ ~ AND pPEN SPACE ~ pALTON ENGINEERING
~ u
NEN ~ T 0 ~D m, i I ~ ~ , . PAN SP ~ Ulf _ ~ ~ TO B~' R S ACE ~ ~ ASSQCIAT~.S, P,A. r~
I ~ _ ~ ~ i ~ ERI/ED RV mein rrn ~ / i / ~ r i • \ i rT ~ 10~~ w~
ONLY 446 EAST MAIN STREET W, R~ 919 P O )550-4740
CONSTRUCTION BOX 426 NOT FOR ~919)550-4741 FAX CLAYTON, NC 27520 1
cr REVISION 002 - ADDED SWIFT CREEK BUFFER JOB: 01023 DATE, 9/19/01 REVISI01~. 002
OFFER
REVISION 001 - 10/1112001 - REVIVED TYPICAL k :D TYPICAL OAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4,1 SLOPES PER JOHNSTON COUNTY UTI ITI R L ES FILE: PRELIMINARY DRAWN: DBL SHEET: 2 OF 9

I I
I I
31 I
~ I ~I 20 I ~
I I ~ 0; I I
° ~ I I 10x70' I
I I ~ I I SIrE rR/ANGLE
I 30 I %P
r - _ _-...C_.--_--J
ii 1
~~i, 2
Exrsr~NC ROAD JS, 3
R R W -----------------1----------------- ti5
15 20' ROAD CONNECTION 4
Nrs
R/W
I I
I I I I 35' 6' 5' 4' 5 -
I I I I
~I 20 I ~
I I I I
I I I k~ I I ~ I 6
I I , SLOPE AS REQ D, I I ~o,l P
I 61 z 60

SECTION A=A ~ 59 ~ 7

ROADWAY SYMETR/CAL CUL -DE SAC R
R~'"----------------- Nrs ~G 58
~0~' 8 ,Q i
TYPICAL INTERSE 1'lON - - M Nrs y0
i o
~P v 57 ~
9 E ~ 9 62 n
A
50' R W
6' 20' PAVEMENT 6' 5' 56
10
" " 1 " " ~ 1 4 fl: 4 Fr, 1 f! ~p~ 6
MAX• ~ 4•, i ~
~ 11 5
1 1 2" B/rUMINOUS CONCRETE SURFACE COURSE 6 RESERVED
FOR
8"AGGREGATE BASE COURSE ON COMPACTED GRADE FURYRE
64 ' OFFS/TE SEWER
12 --rY~rcaL sr~~ s~cr~ON---- 54 _
NTS ~ - I
. _ _ - --~,..,-_w-. _ . _ 6'' 8 5'
~AR/ABLE PAVEMENT W/Dry SHOULDER
OPEN SPACE weary I 9a 5
2 k r~ c ' 180' CP&L UTILITY EASEMENT
1/4" PER. ~r +~6~ UPPER END OF STREAM OPEN SPACE
OR
1 4" PER, f1; -2.08% ' +ex AS DEFINSD BY STEVE' MITCHELL ~ 'I
-8,33% `18 ~7 23 20~ i
OR ~ 1 "PER, FT, ~
- - - - - - i' S ? S,~ /
1 5
/ 13 51 50 49
I I ~ ~
ORII/EWAY TURNOUT GRADES ~ NTS

15 1 j I I
16 ~ 14 I 52 ~
17 I 1 I 48 , ~ ,
J8 1 1 ~ ~
1 19 r ~ ~ I 47 ` `
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4 ~ PON W FOR
o a ~ ~ r ~ ~
~ / \ ~ ~ I c~, ~
N ~ ~ 'j ~ / I , ca e = JOMN TON C S OUN1Y NC
~ /
OPEN SPACE +1 I ~ ~ 4 / /
I ~ 1 ~ _ i ~ Nora
. ~ \ AFL WETLANDS ARE CONTAINED /N THE R/PARdgN BUfFER
~ ~ ~ r ~ ~ AND A ~ PEN SPACE pALTON ENGINEERING
~ ~ , - PER \ I l~'T 'R M & ASSQCIATES, P,A.
NNro D ~ , P N uNP~ I ~ ~ , ~ SPACE , m ~ T \ 0
..w•..i null V w~? 44,F RAFT ~~AItLI CTRF~T
HEVICVV UIML-l 4,,• v 919 550-4740
-AM m \ RUCTION , P.O. BOX 426 NOT FOR CONST 919 550-4741 FAX
CLAYTON, NC 27520
o / / _ ,off' N
~ I I JOB: 01023 ~ DATE. 9/19/01 REVISION: 002 SR
<< REVISION 002 - ADDED SWIFT CREEK BUFFER LLJ REVISION 001 - 10/1112001 - REVISED TYPICAL ' ROAD YPICAL'ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4;1 SLOPES PER JOHNSTON COUNTY UTILITIES. FILE: PRELIMINARY DRAWN: DBL SHEET: 2 OF 9
cl- 3
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OWNER -
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~ III ~ \ ~ L-'-J/i' _ ~
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I ~ / ~
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UNNAMED TRIBUTARY
I , , \ i ~
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. ~ ENNIAL STREAM ~ PER v~
o ~ ~ ~i CU I \ \
q ~ UNNAMED STREAM
I NO MPACT Q 100 0 100 200 300
q FOR
N 1
ca e = JOHNSTON COUNTY, NC

NOTE.
c~ N ALL WERaNDS ARE CONTAINED IN THE R/PAR,(AN BUFFER
A C. AND OPEN SPACE, pALTON ENGINEERING
C M ASS CIATES P.A. & 0 ,
f: M r-t Y
N L 446 EAST MAIN STREET N 0 E 919 550-4740 W~
TION _ ,.,,.~c7auC P.O. BOX 426 A"7AA
NOT F CLAYTON, NC 27520 rMA
N q
CZ) a
U REVISION 002 - 1012612001 - ADDED SWIFT Cl JOB: 01023 DATE: 9/19/01 REVISION: 002 )ED SWIFT CREEK SUFFER
45E0 TYPICAL ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4:1 SLOPES PER JOHNSTON COUNTY UTILITIES. FILE: PRELIMINARY DRAWN: DBL SHEET: 2a OF 9
CD REVISION 001 - 10 11 2001 - REVISED TYPICAL Q 0- a

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Nrs +P c 57 ~ C
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50' R W 56
6' S' 6' 20' PAyEMENT III 1O 10
6
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4~ FT . / k• M~' 1 t 11
RESERVED
FOR
? 1 2" BITUMINOUS CONCRETE SURFACE COURSE 6 I' / FURYRE 0
"AGGREGATE BASE COURSE ON COMPACTED GRADE B OFFSITE SEWER 64
54 . _ L .
.12 . TION _
Nrs I _ _ _ _ _

- _ . _
; . ~ _ 5 6 8
BAR/ABLE PAVEMENT W/DTN OPEN SPACE SHOULDER i l
wiDTH 15~a I k2 G UTILITY E4SEMENT 180 CP&L
I i OPEN SPACE
UPPER END OF STREAM 1/4" PER, Ft +16~ i
cyE~c i MIT R BY STEVE D AS DEFINED " - OBE +8% i I' 1 4 PER. Fl: 2 O7 2,~ 2OO
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~ POND I FOR ,
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/ ~ / o ; ~ ~ \ I ca e =
r~ ~ ~ ~ ~I to ~ ~ . , c JOHN TON CDUN S
„ fi s ~
~Ir ~ 7 r V 1 ~ ~
~ OPEN SPACE 1 4 ~ ~ ~
1 ~ / _ _ r~ . i NNED /N THE R/PARW N BUfFER -:-.r All WETLANDS ARE !.'OrVT =~~-.--.r pALTON ENGINEERING ~
r ~ V~~ ~ ~ II AIVD pPEN SPACE S CI TES ? A. S
~ I AV~`i~~~ \ ~ ~ ~1i 1 ~ ~ &A Q A
II ~ ~ ~ I ~ PER ~D ~ MA E ~ UI~~ T N NT OP~'N SPACE T~/ s ~ ~I~ 1,'~. i ~ /O BF R,~'cwi/Cn n~. ~ ~ / _ n C' ~ ~ ~ ITT l ~~if~ I 446 AST MAIN STREET _
I~ r,rretClAr nNtY [phone]
rir v lL-vw tiuA 410 [phone] FAX r
\v / - Q PA c-A FOR CONSTRUCTION NoT CLAYTON, NC 27520 0
REVISION: 002 JOB: 01023 DATE. 9/19/01
RE 002 - ADDED SWIFT CREEK; BUFM ~REVISION I cr _ REEK BUFFER DRAWN: DBL SHEET: 2 OF 9 REVISED TYPICAL ROAD AND CUL-DE-SAC CROSSECTION S TO REFLECT 4.1 SLOPES PER JOHNSTON COUNTY UTILITIES FILE: PRELIMINARY
REVISION 001 10/1112001 - REILSED Ty w w
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~ ~ ~ ~ i~ ~ ~ ~ i I , \ ~ i 1 ' ~ / G O, ~
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~ i ~ ~ ~ ~ t0 SW/Ft CREEK ~ 1
,l ~ ~ \ J~ i ? . ~ i PERENNIAL SCREAM
o ~ \
, ~ ~
Q ~ ~ UNNAMED STREAM m 100 0 100 200 300
4 NO IMPACT
0 FOR
N
ca e =
Q M JOHNSTON COUNTY, NC
4. 4
m 1
3 Nora
N ALL WETGWOS ARE CONTAINED IN THE R/PAR~AIV BUf]~ER ; ALTON ENGINEERING AND OPEN SPACE, D
L C
E M & ASSOCIATES, P.A.
_Q
C- L QIV1.1 R 30,1% 446 EAST MAIN STREET _
E 919 550 4740 N N E oNSTRUCTeo ~ P.O. BOX 426
m cu q OTFOR 919 550-4741 FAX N CLAYTON, NC 27520
o - i V
REVISION 002 - 1012612001 - ADDED ; ADDED SWIFT CREEK BUFFER JOB 01023 DATE: 9/19/01 REVISION: 002 1
CZ) REVISION 001 - 10/11/2001 - REVISED 1 - REVISED TYP/CAL ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4:1 SLOPES PER JOHNSTON COUNTY UTILITIES, SHEET: 2a OF 9 FILE: PRELIMINARY DRAWN, DBL

BASED ON N.C.D.O.T. DESIGN STANDARDS OF UTILIZING 4;1 THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE
FILL SLOPES WITH GUARDRAIL, 106' LENGTH OF PIPE WOULD CROSSING HAS BEEN DENOTED WITH A BOLD LINE. THIS
BE REQUIRED FOR THE STREAM CROSSING. THE PIPE AREA CONTAINS 8,609.18 S.F., OR 0.20 ACRES.
CROSSING WOULD DISTURB 106' OF STREAM BED.
i , i
, , 50' R/PARI 1
A BUFFS , R , 80' - 42" R.C.P. ®WITH (2) F. E S 1.709'
, , • , LL EMBANKMENT FILL GREATER THAN 7' DA = 28.47 ACRES A ,
, , e, , AS MEASURED FROM ROADWAY INV. IN - 202.08
CENTERLINE TO INl/ERT, FOR ALL STORM INV. OUT - 200.72
, o, , DRAINAGE PIPE CROSSINGS SHALL INSTALL NO INLET PROTECTION REQUIR GUARDRAIL TO D. 0. T SPECIFICATIONS OR
' ~ ~ ~ 72~ - 24" R.C.P. ®5.809 0, , ~ BE AT 4;1 SLOPE OR FLATTER.
ti ~ ~ ~ DA = 6.59 ACRES , ,
INV. IN - 210.98
INV. OUT - 206.80 o ,~o SEDIMENT FENCE
O , ry N MN 0~ h 2 0
~ N j - , , , 6 X 90 BEND ' ~ cn , n ~ ~
0 ~ FIRE HYDRANT x ~ ~ ~ ~ ? 10 + ~ - , ro ~ 2
o ASSEMBLY _ - ~ , ` o ~ ~s`~ ~ - _ 1s - ~ - _ - _
~ ~O i i, ~ 22 0 ~ r 'i, i;'~, ~ , . 0 ~ u~ 0 \ - - - 22 ?2 N II h ~ - _ -
+t, ~ i i ~ 2~ - srR~ - - 2 - s ~ - - - El' B~ ' ~ ti., ~ N ~ ~ + ~ ~ ~ i ~ ~ ~ ~ ~ +
• ~ ~ - - , ~ 0, p -
- f - . - ~ . - ~ ~ ~ ~ - ~ R~ + I + % + ~
~ gyp.- ;'i-,: ~ - ~ ~ ~ , o 2 ~ - O + i + I . + ~ I
; - ~ . - S ; , - E 5 ~ . . - : - - t + ~ ~ O
~ ~ 2 ti - - 2 - ~ - + + + ~ + ~ ~ , - + + ~ i ~ I + ~ + IN +
• , . ~ , - ~ is 1 ~ I ~ ~ I ~ 1 5 ~ + 6" Pl%C W~#,TER ~,UNE +
6 TEE o - 23~~ ~ + + + +
3 6 GATE SAL DES 6\ ~ ~o ~ - , - , - ~ + + ~ ~ 3' + ~ + ~ ~ + +
- ~ ~ N _ ~ + + ~ + ~ + + ~ ~ O I ~
,,3'` • ~ ~ ~ ~ ~ 225 - - ~ • ~ . o x _ _ N ~ 0 ~
STE 6 X 6 TEE STAI 6+74,18 = p N ~ h
S ~ 5 p ~ STF ~ FIRE HYDRANT STAI 15+91,20 p
,Q ASSEMBL Y N ~ 1
a-.. p SO SEDIMENT TRAP
~ -W, ~ 4;1 FILL SLOPES
LEVEL SPREADER W ~ ~ ~
~ ~ W RIPRAP OUTLET PROTEC ION J
6 X 6 TEE 230 ~ - ~ m ~ ~ ~ ~ ~
FIRE HYDRANT ~ 0 e >y
ASSEMBLY o ~ Q e
0 ~ ~ o ~ ~ e
2~ 2~ v
40 o ~ ~ h
~ o ~ h
SCALE. ~ = 50
O ~ ^ ~ ~ O ^ ~ ~ N ~ ~ ~ N O N ~ ~ ~ N ~ ~ "1 ~ O ~ "1 ~ ~ ~ ^ O ~ h N ~ N h h N N ~ ~ ^7 ^ O ^ ~ N ~ h O ^ ~ O O O O ~ O O ~ ~ O ~ ~ ~ ~ O N "1 ~ h ~ ~ ~ N ~ O ~ h "1 ~ O ~ ~ ~ N ~ O ~ ~ h ~ ~ O N O ~ ~ ~ N ~ N ~ "1 N ~o O ~ ~ ~
N N N N ~ O of ~ I ~ ~ h ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N ~ ~ of N O O O O O O O O O O, ~ ~ ~
N N~ N~ N N N' N N N I N N N N~ N N N N~ N' N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N, N N: N ry N~ N NI N N N
I I I ~ I
250.00 I I ~ 250.00
I
35, 00 ® .509 200 00 C~ 5 0 0 40 00 ® 2.209' I , 300.00 ®-4.909 200.00 ~ f0.60q 250.00 ~ +5.609'
I
i
240.00 140.0 2 0
150.00 V.C. i I 250. D V.C. , 250. D V. 250. D ' V. C. 200.0 ' V. C. ~ 150.0 ' V. C. 25 .00' V.C. I
I' - - 34.7 ~ i _ K- 3,33 K- 2 ( K- 5.~ K = 5.21 K = j36.36 K = 30.00 K - 37.31
V V ~ ~ i ~ ~ C~ ~ ~ ~ , ~ ~ ~ ~ ~
4 I ~4 ~ ~ I ~ a ~ ~ ~ a ~ ; ~
230.00 ~ I ~ 230.00
I I
I, I
ND , NAT RA, L GROU
~ i ~ i
220.00 ~I 220.00
_ sN
, 6W C NTERLIN • '°~C W
~ • E 0 ROADWAY . ~ A R ~ • ENE (,3'
I • M COIr
. 210.00 ~ • IER~ i 210.00
I I •
I I I 24 r C. P, I I i \ / . i
, _ „ j
~ ~ 20 ~ 6 0.1. WATER LINE \ •
I UNDER' STORM DRA~NAGE 200.00 ~ I I Z Z ~ 200.00
I ~ i A L EMBANKM NT FILL GR TER THAN ,I
~ I ~ ~ ~ ~ W ~ 42 R.C.P. W A'S MEASURED FROM ROAD AY
QI ~ I ~ ~ I ~ I , ~ CENTERLINE T INI/ERT, FO ALL STOR 20 - 6 D.I. WAT LINE
W o ~ o ~ ~ ~ o W O DRAINAGE P/PQ CROSSINGSi SHALL INST LL p UNDER STORM DRAM AGE O Z ~ O
0 o i I o I z o 190.00 I o ~ o o 0 GUARDRAIL TO D. 0. T SPEC F/CAT/ONS 0 0 0
O B AT 4;1 SL P OR FLA R. O o 190.00 0 ON N~
o' ^N ~N I I ~o N 'i i I ~ w N w N O O I
~ QN QN li Z QN 0 ~ ~ ~ QN 'N •N ~ ~ Q Q
~ ~ II ~ II W ~ II 3~ I ~ W ~ II ~ II ~ II
180.00 ~ W Z ~ ) i ) ~
W ~W Z ~ W ~ W ~ ~ 180.00
V ~ ' I O O I
0 O O O ~ I ~
h ~ ~ ~ O'~ I ~ ~
O O OI ~ ~
I I O ~ 170.00 ~ ~ ~ 170.00
}Q Q Q Q Q
~ ~ ~ ~ ~
~ o~ ~ rn ~ ~ c0 r~ I N 00 to N N i ao r cv ~ ao ~ r N r N ~ t0 N ~ c0
Qi ~ Oi N ~ c0 I N O r- N I r- N pp 00 (V N f~ ' ~ 00 °o
16 0.0 0 N N N N I N N N N, N N O O O N N N 160.00 ° °
-1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 m
N m
°
°
SCALES. 0 Z
~ " = 50' HOR _
7 " _ ~ 0' I/ER -
DALTON ENGINEERING
& ASSOCIATES, P.A. ° °
!1 A • A I I I • l I A I I T I I I T1 I /1 /1 I I T r\ I I I~ T I /1 I I r\ I I I I i.~ .r
M Uf~Uwi9 r & ~/llLll r ~R l~l.~ ll1'~/(.'1 /Ul~l f''/~IVS of F~\001 o~46 EAST MAIN STREET
Fop ~~o
MALL4ROS RIOGE SUBDIVISION RE~ ~°no" N~62,SZO ~919 ~ 550-474 FAX
JOHNSTON COUNTY, NC
JOB: 01023 DATE: 9/19/01 REVISION:
FILE: RCP01002 DRAWN: DBL SHEET: 5 OF 9
~ _

0 50' R
B' 20' PA~EhlEA7 6' 6'
1 TYPICAL RIP RAP CHANNEL SEEDING SPE CS.
J 1 1'1' f(• t 4 PER. fT. 1 4' PER. h7• 4. 1p ~ ~v 4;1
SR 1548 --a- SEEDING MIXTURE
d W s~rE ~~x
r•~ ::1.n h". M. li
I~~I f h ~[~1 TALLCIFS RATE (LB/ACRE ESCUE 10 SERICEA LESPEDEZA 30
ZONE 2 ZONE 1 STREAM ZONE 1 ZONE 2 KOBE LESPEDEZA 10 NTS PENSACOLA BAHIAGRASS
~ FILTER FABRIC OR FoRESr FoRESrED BED FORESTED FoRESr GRAVEL BEDDING 50
l>_ & DENSE & DENSE GROUND GROUND 2 SEEDING NOTES
co~ER co~ER TRAPEZOIDAL 1, AFTER SEPTEMBER i USE UNSCARIFIED SERICEA SEED.
~ NWY 42 N NTS 20' 30' 30' 20' COMPACTED FILL 2. WHERE A NEAT APPEARENCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
II LB/ACRE. _ F~_ 3. OVER-SEED 50 LB/ACRE OF TAIL FESCUE EACH FALL, UNTIL WELL ESTABLISHED.
CHANNEL BOTTOM WIDTH SIDE SLOPE DEPTH CHANNEL LINE CHANNEL LINER ~ ' ~ ~ . _ NURSE PLANTS
2 2~ 3:1 1.0' 12 ROCK RIP I o, _ 12 ROCK RIP RAP ~ ~ I SUNDEEN APRIL 15 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE ANGRASS. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB ACRE RYE GRAIN .
/ ( ) I 6' • ~ I FALL IS BEST FOR TALL FESCUE AND LATE WINTER F
VICINITY MAP NOT T R/PRAP-LINED CHANNEL DETAIL ( 0 SCALE Nr s KOBE LESPEDEZAS OVER THE FALL SEEDED TALL FESCUEL SPEDEZAS. OVERSEEDING OF
UNHULLED BERMUDAGRASS SEED IN FALL, VERY EFFECTIVE. USE
LEGEND SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND
AGRICULTURE LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
SEDIMENT TRAP ~ DI VERSION DITCH NTS MULCH
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.
DIVERSION DITCH NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
OUTLET PROTECTION ~ RUNOFF BY MAINTENANCE
~ SHEET -FLOW REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND
CONSTRUCTION ENTRANCE MULCH DAMAGED AREAS IMMEDIATELY.
GRASS-LINED CHANNEL
t~ ~ SEEDBED PREP „ ARATION
LEVEL SPREADER r I
CHECK DAM I I 17 ~ ~ ~ w r I CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
, ~ I I 1B CONDITIONS IF PRESENT. ADUERSE SOIL r 19 I I
RIPRAP-LINED CHANNEL ~ / ~ , ~ ~ ~,~„r II I- 2 I, RIP THE ENTIRE AREA TO A 6 INCH DEPTH. I 1 0 1 a
TYPICAL CROSS SECT % / i I ION OF RIPARIAN BUFFER ~ , - r I I ~ REMOVE 21 I I ~ ~ ~ ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE
SEDIMENT FENCE Nrs ~ ~ ~ I I I I , ~ , ? I - REASONABLY SMOOTH AND UNIFORM. .I 22 II ~ I
/ , ~ 1 - 24 ' DISTURBED AREA , ~ ~ 2 24 I I r, I o, _ APPLY A ~ I 3 I I ~ ~ I I¢2 GRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORM Y L AND MIX WITH .I I I ~ SOIL.
ON IN V ~ DI IDUAL LOTS ; ` I ,a I r ~
~ ~ ~ / I , i / i ? - _ ~ ~ I ~ ~ I I ~ ~ ONTINUE TILLAGE UNTIL WELL-PULVERIZED, FIRM, REASONABLY UNIF • ~ PREPARED, 4 TO 6 INCHES DEEP. ORM SEEDBED IS
~ ~ ~ I I • ; " _ 50' p(I LIC ~ - SEED ON A FRESHLY PREPARED SEEDBED AND C
Fri / i ~ ~ OP ELEVAl10N OF STORM WATER 0.5'-1' 0/ / , OR CULTIPACK AFTERS OVER LIGHTLY WITH SEEDING EQUIPMENT I 1 g ~ ~ " ~ E • ~ I i SIR ~ . l ~s. ~ ED NG.
~ I I / I MULCH IMMEDIATELY AFTER SEEDIN ' I G AND ANCHOR MULCH.
~5 WASHED rL~;r 1 MAX. D ~Qj / j 26 STONE 1 A Q~/ / I ~ r I / ~ - I ~ ~ ~ I ~ I r,~ INSPECT ALL AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHI
N THE ~ ~ ~ ~ I ~ ~ , r ~ I (n PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE-
EXISTING SLOPE ~ ~ t I ? ~ l ' o. , ~ i - I ~ r I r • ~ ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RAT 1 38 Es. I I , I r 3 I R~ CONSULT CONS i
~ ~t1 RIP-RAP / \ / t0J r 5~ I ~ , ~ I I 5 ERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION A I . ~ ~ , ~ I r 34 I I PERMANENT COVER IS ESTABLISHED. FTER
VARIES ~ / , ~ ~ II I(~
~ is ,/5 ~ ~ I -r i , / G~ I II 33 II ~T I ' r I I ~ CON r 32 I I ~ " , STRUCT/ON S I . EQUENCE
,g / 2 P/ ~I~ .I ~ -I 31 II
SIDE VIEW ; / tF I - I- 30 II I I THE CON ~ ' I TRACTOR SHALL INSTALL THE SEDIMENT TRAPS, CHANNELS, ETC. AS SOON AS
EXISTING SLOPES i / j ~ PG 29 I , I I , N PRACTICA 29 I . ~ BLE,
i / ~ CHANNEL 1 WITH ~ ~ I I • ~ / ~ ~ I O EFFECTIVE EROSION CONT I . , ? ~ ~ ROL MEASURES SHA LL BE INITIATED PRIOR TO THE
i SYNTHETIC MAT LINER , ~ I ~ I 1 0 28 I I ~ . V , ~ ~ TOMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB HE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE
ti VARIES 1 ~ ~ ~ CONTRACTOR'S REFEREN N WORK PROGR CE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE ESSES SHALL BE AS SHOWN ON THE PLANS OR
i ~ / ~ I ~ ~ 0 ~ ~ ~ I MADE BY THE ENGINEER.
~ o. ~ OPEN SPACE ~ ~ , , _ ~ ~ / . / ~ TR,4P /5 ~ ALL DITCHES, CHANNELS, ETC, SHALL BE STABLIZIED AS O EROSION CONTROL REQUIREMENTS. SOON AS POSSIBLE TO MINIMIZE
/ 0.5 -1' _ ti~ / i Lt~/EL SPREADER THE PIPE IN THE STREAM SHALL BE INSTALLED AS FOLLOWS:
SZE A w KEYED RIP RAP I f n 1. INSTALL THE DOWNSTREAM
~ I / T i a ~ / 0 2. INSTALL THE UP T CHECK DAM/WEIR, S REAM COFFER DAM.
I / ~ ~ i~ i Z 3. SET PUMP AND PLACE BYPASS LINE TO DISCHARGE ~ ~ ' j 1 DOWNSTREAM CHECK DAM WEIR. BELOW
~5 WASHED STONE I / ~ j i ~ ~ ~ 1 4. INSTALL THE PIP / f 1 ~ ~ 1 ~ 5. E.
I Z~ ~ ~ ~ 1 C 6 BACKFILL OVER THE PIPE. D PLACE SILT FENCE ON THE LOWER PORTION OF THE FILL SLOPES,
FR NT VIEW I ~ I / ON BOTH SIDES OF THE ROADWAY, AT EACH STREAM CROSSING,
1 I , I % ? ~ j ~~i ~~r`~ ~ PLACE THE FENCE IN SUCH A MANNER AS TO / ~ \ ~ ? ' ~ FLOW FROM THE NEW CONSTRU ASSIST IN DIRECTING
1 ~ CTION INTO THE SEDIMENT TRAPS. ~ . / ~ ; Z 7. REMOVE THE COFFER DAM
~ I ~ . v . ~~i s0. 50: R/pgR B~ 8. REMOVE THE CHECK DAM/WEIR AND TIE INTO TH \ 9~0 _ FFER E RIPRAP DISSIPATOR.
CHECK DAM ~ I NTS ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ THE CONTRACTOR SHALL TAK
I 1 1 II I j ADJACENT STREAMS OR OTHER ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF ~ ~ ~ i WATER COURS 1 \ ~ ~ PROJECT. ES DUE TO THE CONSTRUCTION OF THIS ~ ' / ~
I ~ i ~ i i / THE CONTRACTOR SHALL MAINTAIN AL
/ t % ~ ~ I ~ / 1 \ L EROSION CONTROL DEVICES IN A GOOD WORKING
, _I V . - ~ ER TE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE OSION CONTROL DEVICES SHALL BE REMOVED ANO DISPO . ~ ~ \ STREAM SILTATION. SED OF SO AS TO CAUSE NO / _
CROSS SECTION j ~ j _ ~i f 1 ~ ~ ~ ~ THE CONTRACTOR IS REFERED TO THE DETAI
I I i ADDITIONAL EROSION CONTROL MEASURES TOL BE APp IFICATIONS FOR A DESCRIPTION OF LIED.
VARIABLE ? ~ I MATERIAL I I ; ~ /
PLA LED /N I I. I 1\\ i°\ % / / ~ NOTES•
ti' MIN I I I \ ~ / ~ ' 1 / ~ 1 ~ li ~ I 1 \ ~ rte`- I I / THE LEVEL SPREADERS SHALL BE LOCATED WITHIN THE DRAINAGE EASEMENT AND OUTSIDE THE RIPARIAN BUFFER AREA AND SHALL
I \ / LEVEL UP ~ \ I ~ _ / I Of SPREADER i REMAIN AFTER COMPLETION OF CONSTRUCTION.
sir ~ 1 1 I ~ ' B II 1 1 \ I I, V C 1 1 - I I / \
I 1 BURT n I 1 REFER TO NCDENR, Dll/ISION OF WATER QUALITY GUIDANCE MANUAL FOR
ti' MIN d - _ 1 I ` I / ~ ~ I _ I I ROADSIDE DITCH LINING REQUIREMENTS PROTECTING AND MAINTAIN/N G RIPARIAN AREAS.
I ~ / I ~ ~ / \ ~ ~ STREET STA~ !EET STATION TO SIDE OF LINING ALL WETLANDS, AS DELINEATED BY A LICENSED SD/L SCIENTIST, ARE
r. I ~ STATION ROADWAY REQUIRED CONTAINED WITHIN THE RIPARIAN BUFFERS AND OPEN SPACE.
"A" 0+00 2+50 EAST SIDE NONE REQUIRED
I ~ "A" 0 I "A" 0+00 2+50 WEST SIDE TEMP. STRAW WITH NET
VEGETATED " F DIVERSION ~ .y W "A 2+,, "A" 2+50 5+50 EAST SIDE NONE REQUIRED
. ` . / rR~wsmoN "A" 2+50 5+50 WEST SIDE NONE REQUIRED
" " + ~ ro D GRADE A 5+„ "A" 5+50 9+50 EAST SIDE TEMP. STRAW WITH NET DISTURBED AREA:
. . . . . "A" 5+~ y W W "A" 5+50 9+50 WEST SIDE TEMP. STRAW W 1.54 AC. (BASED ON 11,000 SF PER LOT) ITH NET 19.06 AC. IN STREETS AN
'A" 9+50 11+80 EAST SIDE TEMP. STRAW WITH NET D OTHER CLEARING TOTAL AREA: 20.6 AC.
" A 9+„ ~Y ~Y .V ~V .V ~V ~V y . " "A" 9+50 11+80 WEST SIDE TEMP. STRAW WITH NET
~ A 11 +f ~V ~V ~Y J~ ~Y ~Y / ~Y ~Y ~Y "A" 11 +f 'A" 11+80 13+75 NORTH SIDE ' NONE REQUIRED SCALE: 1 = 100
STABLE `Y `1' `b W `Y `i' 'Y W STA&UIED " " 'A" 11+80 13+75 SOUTH SIDE NONE REQUIRED
UNDISTURBED A 13+ OUTLET ~ W y W W W ~ SLOP£ " " 'A" 13+75 15+90 NORTH SIDE TEMP. STRAW WIT H NET 0 50 100 200 300
A 13+; y ~L ~ ~V W ~L ~Y ~V ~V ~Y B -Q+, ~A" 13+75 15+90 SOUTH SIDE TEMP. STRAW WITH NET
L W ~V ~Y ~Y V~ ~Y ~V ~Y ~V ~Y ~Y "B" _ Q+, 'B" -0+35 1+00 EAST SIDE NONE REQUIRED
50' M/NlMUM " " ~Y +Y ~Y ~Y W ~Y y ~V ~Y ~L B 1 +Q 'B" -0+35 1+00 WEST SIDE NONE REQUIRED
I W `Y ~Y W ~Y ~y .y ~ !n channels, roll out abipa of netfirg parolkl to the "B" 1 +Q A B 1+00 3+15 EAST SIDE N P ON L E REQUIRED
d~iection o/ //ow and owr Ahe pobcBNa mu1cA, B" 1+00 3+15 WEST SIDE SYNTHETIC MAT FOR " Y L W E I R
W W W y W W ~ B 3+1 B 3+15 6+75 EAST SIDE NONE REQUIRED B" 3+15 6+75 NOT FOR CONSTRUCTION
"B" 6+7'. WEST SIDE TEMP. STRAW WITH NET B" 6+75 10+10 EAST SIDE TEMP. STRAW WITH NET
el B" s+75 1a+1 JOHNSTON COUNTY NORTH
yl ~ " " 0 WEST SIDE TEMP. STRAW WITH CAROLINA NET " 10+10 12+00 EAST SIDE NONE REQUIRED
MINIMUM DIMENSIONS \ ~ " " to+1 DESIGN FLOW ENTRANCE END I \l\ \l/ \ \ Anchor netting in B" 10+10 12+00 _ WEST SIDE NONE REQUIRED _ 7
" " SIZE (CFS) WIDTH DEPTH WIDTH LENGTH ~ 2'S" ~ ~~l//\~ ~ o t2-inch trench Ip_~ cwRSE AGGREGATE li ~ B 12+0 9" 12+00 15+50 EAST SIDE TEMP. ~ • " STRAW WITH NET 'a• Dalton En
b" MIN. DEPTH ' I//~~ ov°'top n n "A° 0-10 10' 0.5' 3' 10' ~ o> by anchoring B 12+0 B ,2+00 ~ o , meeren ~ - +50 WEST SIDE TEMP. STRAW WITH NET •
PPM4 "B" 15+5 3" 15+50 18+0 0 EAST SIDE NONE REQUIRED E SIQ a and Associate
L,Uiv~/nUC.IIUIV tIVIKANUL TEMPORARY LINER "B° 15+5 11 LEVEL SPREADER Nrs 3- 15+50 18+00 WEST SIDE NONE REQUIRED ~r %
Nrs Nrs B 18+0 SEAL ~ 3 18+00 22+00 EAST SIDE TEMP. STRAW WITH NET 16182 446 East Main Street [phone]
"B" 18+0 3" 18+00 22+00 WEST SIDE TEMP, STRAW WITH NET P.O. Box 426 Fax [phone]
lNEE ~ Clayton, NC 27520
Y T D
166240. Job: 01023 Date: 09/13/2001 Revision:
0 3 g File:
S&EPLAN ;Drawn. DBL Sheet. 1 OF 2

I, I
5'
1800 CU Fi AC

~n
I
FILTER FABRIC L
X-SECTION 1 -I I
I I- 1 . I 1 I
DESIGNED SETTLED TOP ` ~ ~ 2 -1 I 1 E#r
OVERFlLL 8' FOR SETREMENT ' 1 3 ' 18" R.C.P.
AS NOTED • ~ 1 1 ~ , _ ~ DA = 1.50 ACRES
1 , ~ , 4 11 1
EMERGENCY BY-PASS / ~ ' 2:1 SIDE 6' BELOW SETTLED ` i SLOPE MAR. TOP OF DAM / ~ ~ ~ ~ ~ 11 ~ ~ , 1 I ~ NIGH ~ELOC/TY EXCELS/OR MAIT/NG, OVERLAP ~ I ~ , ~I 1 ~ ~ JOINTS 6" & STAPLE MATTING W/ 8 CA. STAPLES
1:1 SIDE i . ~ ~ 1 EVERY 1 'ACROSS THE TOP & 3 AROUND 7H
SLOPE MAX. NATURAL GROUND , ~ ~ ~,1 ~ ~ ' i ` EDGES & BOTTOM. OVERLAP MATTING ON ~ ~ / ~ DOWNSTREAM EDGES ENDS
FILTER FABRIC I 5 3' MIN. ` ~ 5 ~ ~ ~ v ' ~ I - - - ' ' CHECK DAM ' = 5
/ + i / ~ ~ ` ; ~ _ _ I_I I I . I - _ ~ - _III
/ ~ i - - 1 ~ -li = ~P~ ~ ~ I_II III
SEDIMENT TRAP t , NrS / . ~ < I -I
6 ~ ~ ~ ; ~ ~ r ~ ~ I ~ I
MMR 1R N ~ ` ~ i 1 ' 61 • I I 1 I ~ IN CHANNELS, ROLL OUT STRIPS
/ ~ / DISTURBED DRAINAGE ~ ~ ~ I i • 60 z OF MATTING PARALLEL TO THE ` 1
TRAP AREA AREA VOL. REQ. DESIGN SURFACE SIZE ACTUAL WEIR ~ ~ ~ t, , 59 ' I I I SEEDBED DIRECTION OF FLOW & OVER ' ~ ~ PROTECTIVE MULCH, ~ ~ I I •
(AC.) (AC.) (C.F.) CFS AREA (D-W-L) SIZE LENGTH Y~ ~ . _ , 7 ~ ~ ~
1 0.68 3.88 1,224 8.5 392 3.5'-14'-28' 1,372 10' ~ ' ' ~ - ~ ~ I ,1 ? ~ " ~ CHANNEL BOTTOM WIDTH SIDE SLOPE D PTH ~ , ~ ~ ~ _ E LINING TYPE
~ . ~ - ` ~ 1 2' 3;1 0.5' SYNTHETIC MAT
2 0.68 3.56 1,224 7.8 392 3.5 -14 -28' 1,372 10' / ' ' t, ~ iG. J ~ _ ~ ~ A ~ 58 o
/ 8 ~ ? ,Q - ' ~ % ~ ~ ~ ~ o GRASS-LINED CHANNEL DETAIL
3 0.11 0.18 198 0.6 72 3.5'-6'-12' 252 4' h / / ` _ /
, ~ O ~ I
4 0.11 0.18 198 0.6 72 3.5' 6' 12' 252 4' / , t . 57 57 ~ ~ ~
/ ~ / 5 0.75 3,08 1,350 7.0 392 3.5'-14'-28' 1,372 10 ~ 9 ~ ~ + / m I 62 I ~ _ ~ n
/ / _ _ / I ~ ~ ~ ~
` ~ 6 0.31 1.24 558 2.8 162 3.5'-9'-18' 567 6' / ~ 239 / ' ~ _i~,_ ~ ` , ~ ~
` t _ 56 ~ / - - ? ` 56 ~ ~
7 0.31 0.43 558 1.3 162 3.5'-9'-18' 567 4' 1 D ~ , , ~ ` ~ / - I
~ i ~ I. ~ ` i ' 6 1
8 0.31 0.79 558 2.0 162 3.5'-9'-18' 567 4' ~ + ~ ~ / ~ / ~ ~ i~ V~~~ II
9 0,19 0.27 342 0.8 98 3.5'-7'-14' 343 4' . 55 ~ ~
, ~ ~ i ~ 11 ~ ~ , '1 _ ~ ~ 1 I
10 0.93 7.00 1,674 14.7 512 3.5'-16'-32' 1,792 12' / ~ ~ ' ~ ~ i+~~~ ~ r,_•
l I I / ? ` R RV AREA ESE ED I I ~
+ ~ ' ~ ~ ~ ~ ~ 54 FOR FUTURE 64 "
/ ~ ~ , F WER 1 ~ 0 FSITE SE ,
~~_i~ ~ ~
_ TRAP #2 ~ ,
/ ~ - ~ ~
_ o
PIPE ,/2 TRAP #1 ~ , , 24" R.C.P.
~ - I ' ~ DA = 112 ACRES
TRAP TRAP 4 # #
I , - 180 CP&L ' V 180 CP&L UTILITY EASEMENT ~
' ~ ",T. -r

-I~oo-
Sao ~I ~
Apron-zero I I
grade f - ~ ~ ~ ~ I ,
oC~o; / I - ICI _ I r+~+~~~+~ ~ . °o C¢~o ~ 0 0 / _ A A PIPE I I - I I I I 1 ~
Oo000~~~c 13 53 (~~~n~.~~'~n I 51 ~ - 1 50 1 /
`Cr' o`~" o`ff' 42" R.C.P. I f - I \ I - r~ ~o d° o o~--I on o ~ DA = 28.47 ACRES I ~ I - ~ - I I PIPE ~4 1 'E #4 1 ~ 49 ~ ,
o`U" o`~~ o I ~ I V + . ~ + ~ + J 24 R.C.P. 0 0 o r` o ~ r+ j j ~ ~ 0 I DA = 6.59 ACRES " R.C.P. - I ~ ` ~s 1 ~ / ~ / = 6.59 ACRES ~ - - ~
0 n,, oC,c' ~r+r ' I n~1o r+r+-± I LEVEL I~~~ -I-~I_ _ ~ I + ~
Pipe outlet to flat Plon ~ ~ ~ - I 1 I / ~ I SPREADER - r + . i ' + . ~ ~ - - I
area wfth no well 1 I 5 I I SIZE A" - _ - I I - deflned channel LEIiEL I 1 I
II SPREADE ~ I ~ f TRAP 8 14 I ~a I 52 - - I ors ~ , Apron I I I # I _ _ - length No overfall 16 • SIZE A" 1 ~ I - ~ ~ rs ~ ? I ~ . ~ ? ~ ? ~ 48 , i
• I I I I , ~ I ~ - I , _ I - I ti~~ , _ , , _ ~ 47 i ~ ~ /
_ RAP#6 ~ ~ ~ I, ,I. ~ - ~1 _ I ; it-~ci, n~, ~ _ _ I ICI: Irl I I ~ ~ ~ ~ i .r/ ~ - I I I ~ ~ , ~ ~ ~
- - -I~~ Ili-II `mo'o _ -1I1_, I r D ~ , 1 , f i ~ i i - , II T it ~I I, ~ =rr=~m-~n-m-m -m-r ~ ~ r I ~ ~ ~ A~ ~ i.' ~ ~ , _ ~ 1 ~ / ~ ~ / ' ~ ~ 1 ? ~ i ~ ~
Section A-A 1 1'G Q ~ ~ ' FBter fabrlc n n ~ I ~ ,I ~ I ~ ~~~i _~I~- ~ , i rig ~ - ~ ~ I ~ I - ~ ~ ~
or filter blanket - ' " ° ~ a" ~ f,' ~ ~ i ~ ,i I ~ / ~
i I I i' ,4 y A , ~ I I ~ ~ h~ ,o I I~ N I ~ ~I I a I '~"I ~ W ~ 1 \ 44 ~ i' 46 I
0 0 0 0 ~ f' TRAP #9 ~ I I I I I - 0 G _ A , O { O C ~ 1 I ~ ~ ~ I ~ 1 ~ 1 ~ 1 J ~ ~ 1 ~ 1 ~ 1 ~ ~ 1 ~ 1 ~ 1 ~ ~ ~ 1 ~ 1 ~ 1 J ~ 1 ~ 1 ~ 1 ~
1 0 ~ I ~ f 'I I I- I- I- I I ~ o o~° ~ - ~ ~ ~ , I
~ V ~ A J o ~`o~;o, A ~ I -I -I -I I eel IW ~`I~. ~ LEVEL - 0 o"~'' o~ o o ~ ~ o- ~ ~ ~ ~ - = ~ ~ SPREADER - i - I ' I - I I I Q4~ h ~ / / . I IW ~ n
o r~ n ~ ice, o i, ~1 i '+-%~7 n I I h ~ ' ~~I srzE A I 3 - I - I 41 - I 43 ° 9 40 42 I I til ~
0 0~0~~~~~ I ° I ~ 1~ I- I- I- I - 00000 ~ ~ ~ ~ to I - I - I - I ~ ~I /CHANNEL 2 WITH ~ ~
0 ova ~ • j rRAP #7 I ; I ' - I - I - I - i 1 h ~ o, 00~ 00~ LEVEL ~ - - ROCK RlP RAP LINER ~ ~ ~ 1~, ~
0 0 0 o f nl • • I 38 1 SPREADER ID Plcn o I I 1~? , ~ ~ . ~ ~ ~ BUFFER - ~
~ • 37 SIZE A" ~ la Pipe atlet to I I TRAP ~fo RIAN--- 1 ~ 50~ RIPA
well-defined I r ~ r ~ r ~ II `Z ~,i ^ • \ ~ / i ' ~ ? LEl/EL SPREADER ~ ~ ~
channel ~ - - I 1. W ~ / r+r+r+/ ~I , ~ W I ~ I,~ ~ SIZE B" ~ y ° / i
Aron m ~ ! 1m /
length m ~ / f A J~ i I r ; SCALE: 1" = 100'
U' v Q I ~ I
o~ o No overfoll ~ ~ I ~ / 00 ~I ~ I i
i ~ ~I I ~ / o ,r ' 1 I I 1 ~ i-I I o _ ° _ I ~ _ ter, I , / . 0 50 100 200 300
I I-~~ I I-11 ~ I ICI I ICI I I_ Sectlon A-A ~ ~-_iT, -Tj=' I h'"~ ~ f ~ ~ ~ i
Fllter fabrlc N I ~ / I or filter blanket j I j ~ T A E
f / ~ ~ A E P
j ~ ~ i ~ ~ I I. I ~ / ~ FOR
I ? - D L 3D APRON MIN. ~ ~ /
PIPE G 50 A 0 W DMAX THICKNESS STONE THICKNESS n I Y L 0 E VI E R
PIPE DIA. (CFS) (INCHES) (FT.) (FT.) (FT.) (INCHES) (CALC•) CLASS (REGD.) O I ` / POND Z t CONSTRUCTION - NOT FOR
i 18" 3.9 4" 10.0' 4.5' 11.5' 6" 9" 6 22" y ~ / i' JOHNSTON COUNTY, NORTH CAROLINA
2 24" 18.2 5" 14.0' 6.0' 16.0' 8" 12" B 22" Z ~ v i'
3 42" 72.6 10" 26.0' 10.5' 29.5' 15" 23" B 23" ~ / i
4 24" 16.8 5" 14.0' 6.0' 16.D' 8" 12" B 22" ~ ~ ~ ~ Dalton En ineerin
i / 4~H l _ ~ ~ti '
Z i / OUTLET PROTECTION f ~o + and Associates P. A. ~ -
Nrs f C f SEAL 446 East Main Street (9191550.4740
V~ iozaz P.O. Box 426 Fax [phone]
ClaYton NC 27520
F IN'E ~
T ONV ~e Job: 01023 Date: 09/13/2001 Revision;
G
File. S&EPLAN Drawn. DBL Sheet. 2 OF 2

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59 0, ~ i
SECTION A=A ~ ~ !I 7
ROADWAY
SYMETR/CAL CUL -DE--SAC R W NTS G 58 ~
-----------------1----------------- 0~ ~ Q,
TYP/CAL INTERS CTION 8 ~ i h~ rn
NTS k ~ o
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ii 9 62 ~ 9
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" 50' R W 6' S' 56 ' i
g' 20' PAVEMENT 10

" " 6
4 Ft 1 4 Ff. " p~~ " 1 r ~ MSC. ~ ~ k• I
a. I 11 5
RESERVED
M 'I 1 1/2 B/rUMlNOUS CONCRETE SURFACE COURSE 6 FOR '
" ON COMPACTED GRADE SE COURSE 8 AGGREGATE BA FURYRE ~
' 64 OFFSITE SEWER
54
N ~ 12 . . . i -TYPICAL S~RE~f ~~CTIO
Nrs 1- ~ li ~i
~ j'~~
I
_ _ i
5 !ABLE PAVEMENT W/DrN 6 B ~R A
SHOULDER OPEN SPACE i~ W/DrN ~ ~5 ° ' I
- TlLITY E4SEMENT ~ , 180 CP&L U
I ' OPEN SPACE
" Fr , s~ UPPER END OF STREAM ~ i 1/4 PER, + OR ' I
" +ex BY ST M/TCH ~.L _ ~ AS DEFINED EVE' E I ~ f 4 PER, F>: 2, 08X j 1'
I~ 07 23 2001 -8.33' 'red 1
OR - - - - - - - - - - - - - - - - - - - - - - - I
I' 1 "PER, Fl: i
5 i ~?S / ~ / i'
! I 1 3 5 50 51 49 ~
1 i
1 S D DRIVEWAY TURNOUT GRA ~ !
~ I NTS
li , ' I I 15 J I
16 I ) 14 52 ,
I , 17 { ' ~ ~ ~ 48 ~ ,
i. ~ 1 I 1 18 i ~ I
~ I 19 ~ i 47 ~ ` `
j II 20 j \
~ 21 j. I 45 ~
l~ ~ ~ 22 ~ ~ ~ 46 A~
3 i A I~~ I 44 / ~ 1 i ~
/ it z4 I
i 2 I J ~ i~ /
I ~ O ~ / ~ ! ~
~ / I i~
' LIC R~ ` ! I " ~ 50° PUB ~ ~ ~ 1 I ;
~ - •B 4 . o ~ I 41 ~ S 1 140 ' r \ ~
26 I /r ' ` ~ ~ ~ RIPAR~, f ~1 ~
~ 1 ~ 1 1 3s o . v,~
~ ~ 1 ~m ~m 1 ; ~ z~nla~
~ m~~~ 1 1, i 36 1 ~ ~ 1, m P ER,,- .
~ m 1 36 a ~ SP ~ i 0~ i%' i
4 f I 3 I I ~ ~ i, ~ PE nn~ ~ O ? l
3 ~ ~T ED J E ~ R E II P
~ i I it 34 I ~ ~ ~ ~ ~ ~ I fE f E~ R , ~ P E i
2 ~ I , P ~ i 3 ~ I I I ' _ ~ ~0 0 , ~p
I 32 1 i ~ ~ I '
~ I ~ ~ i ~
i I I i
30 / / - 28 ~ ~ 0 29 ~ I
Q % , ~ I ~ ~ N ~
~ ~ I 100 0 100 200 300
t ~ ~ ~ I POND iii w h FOR
o ~ , Y » L
/ ~ i I i w j'' N 0 W IE V _ E R
i. ~ I CCr E' - TRUCTION I FOR CONS NoT JONNSTON COUNIY NC
~i
r, ~ i
4 ~ OPEN SPACE 7 j 1 ~ / I~ I I ~ NOTE.
N / R/PAR BU ; A,~L wE1l14NOS ARE G'ONTAI ED N THE IAN FfER
.v. t ~•i ~ ~ ~1.,/ i 1 / „ ~ ~ ' D PEN SPACE pALTON ENGINEERING ~ -~-r°°~--~- I AN p T-
& ASSgCIATES, P,A. E~
~ ~ RMA ~D r_- ~ ~ , KENT 0 ~ A~ P N U,1~ ~ ~ , ~,t ~ ~ SPACE ~ ~ I
< < , t ~ ~ ~ ~ ~ ' ~ TO B,E RISER ~ ~ - ~ . ~ _ ~ QED BYO ~ W ~^C G2 , ,1, ~ wNER 0 S I 446 S MAINS T EAT TREE _ G LY 4 ~N 919 550 47 0 ~V n ^ n ~ W A~ (~V
.I. ~ iii _n.-nJ~A
NOT FOR CONSTKUu, C YTON NC 2752 ~y ~ y~~CU-~i~ rHx
IN\
I JOB: 01023 DATE: 9/19/01 REVISION: 002
REVISION 002 -ADDED SWIFT CREEK ;BUFFER TO REFLECT 4:1 SLOPES PER JONNSTON COUNTY UTILITIES FILE: PRELIMINARY DRAWN: DBL SHEET: 2 OF 9 4L 'ROAD AND CUL-DE-SAC CROSSECTIONS
REVISION 001 - 10/1112001 - REVISED TYPICAL ' ROAD ANC 0
0 I
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OPEN SPACE ~ i
~ ~
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b ~ , ; PERMANENT OP ~
~ I ~ ,L / ~ 1 I X'T o EN ~ ~ ~ _ ~ ~ ~ ~ TO BE SPACE \
, _ , ~ RESERVED BY OWN ER
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pj / ~ - POND -
` I ~ 'o ~ \ ~ ~
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' TRIBUTARY • \ UNNAMED ~ ,I ~
' I TO SWIFT CREEK ~ , / ~ 1
i ~ \ -i ~ . . ~ PERENNIAL STREAM
/ ~ ~ v. ~
N ~ ~
~ ; . ,1 AME STREAM . _ J UNN D loo o loo 200 300
Q ~ _ NO (MPACT m FOR
0
u~ REVIEW ONLY r - ' N TF RCO 0 0 NSTRUCTION
N ca e -
JOHNSTON COUNlY, NC
M
m NOTE. WEILWOS ARE CONTAlNEA IN THE R/PARWV BUff ER All
N pALTON ENGINEERING ~ AND OPEN SPACE,
r_ & ASSOCIATES P.A.
uj I
f ~r1 IN S REET Y 446 EAST MA T L N O 0 4740 ~ 919 55
V~ ~ t~oN P,O. BOX 426 NgTRUC ~ 919 550-4741 FAX
Q Y .~r,T FOR CO ri nvrn~i sir ~~~~n
/ m lVV N%- VLI11 VIVA IVV L/ VLV
N O i
G 1 REVISION: 002 JOB: 01023 F DATE: 9/19/0
REVISION 002 1012612001 ADDED SWIFT CREEK U SWIFT CREEK BUFFER
REVISION 001 - 10/1112001 - REVISED TYPICAL ROr CD TYPICAL ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4:1 SLOPES PER JOHNSTON COUNTY UTILITIES FILE: PRELIMINARY DRAWN: DBL SHEET: 2a OF 9

50'
R/P,qR/A BUFF~-,q
80' - 42" R, GP, ®WITH (2~ F, E. S 1.709'
p~ DA = 28.47 ACRES
Q' INV. IN - 202. p8
~ ~ INV, OUT - 200.72
0~
'~72' p ~ ~ - 24 R, C. P. ~ 5.80% ~ ~ DA = 6, 59 ACRES
INV, IN - 210, 98
` ' INV, OUT - 206, 80
o ~ ~ ry N 6" X o' N ~ Zp0 h
90' BEND ~ ~ ; , , o .1_-..." ~ ~n ~ ~ FIRE HYDRANT M ~ _ . ti0
~ ~ ' , ASSEMBLY ~ 0 ~ h , , ~ w Q r
" . I/ - - ti
Y ~ 22 2? ~ _ ~ o - - - _ - S. , , ~ , ,20 h ~ ~ _ - _ - - i ~ i `
~ ~ 0 ~ . ~ J Y.I ~ ~ ~ N ~ ~ - ` - - i ~ i
" ; ; ~ i PUB 1 ~ 1 I I 1 I I I ~ ~I VI ~ ~ I ` 1 1 1 1 ~ I I ~ I 11 11
_ . _ ~ . ; _ 1 '
1 ~ I ~ 1 ~I 1 I ~ ~ ~ 1 1 1 ~ ~
„ , 1 0 ~ . ~y ~ 2 , ~ ',O 1 ~ I V ~ i 1 ~ ~ 1 1 I O 11 Q I ~ ~
, 1 1 I I O I ~ ~ I ~ 11
~ S 21 r'~ _ 1 ~ r I N I ' ~ Jr^ I d
. ~ 23U~~ d ~ 6 X 6 TEE I - 6. ~ o ~ 3-6 GATE VALVES . " ` 1 ~ 1 ~ " WA~TER''~,LlNE1
~ , _ ~ N ~ 1 1 i i 1 1 , 3 1 1 1 1
~~.3 ~ ~ ~ ~ , - _ ` 11 I I ~ ~ ~ ~ ~ ~
~o ~x 22 ~ 1 'I 1 I ^ h N li I 0~ N ^
2S STA. 6+7418 = N i ~ ti N i+7418 = o N ~ ~ 0
~ 5 0 ~ STA, 15+91,20 ~ ~ ~ 1,~ h 6 X 6 TEE + ~ 5 91,20 o w ~ ~ FIRE HYDRANT
Q, ~ ;rC~ ~ ~ 4.' 1 Fl P ~ ~ ~ ASSEMBL Y LL SLO ES J DSO' ~
0 °cr
~ e
W~ e ~ ~ e
6" X ~ 6 TEE 230 ~ e a 2 ~
FIRE HYDRANT ~ , ~ ,
ASSEM Y BL " 0 h
h
0
2~ 4 0 .

i r SCALE. 7 " = 5 '
N ~ h N N~ N~ h~ h' "1' N~ N OI ~ ~ "1 ~ ~ ~ ~ ~I O 0
~ rn O ro h rn o N O ^ ~o, ~ ~ rn N ~ N h o ro
1 N N N N N~ N NI ~ ~ ~I ~ ~ ~ h ~ ~ ~ N ~ ~ of N ~ ~ N N N N N,, Ali Ni N~ N NI. N~I N' N N, N N N N N N ^ ^ ^ O O O O O O O ~ ~ ~ O 0 ^I ~j h
N N; N' N' N N NIA N N N N N ' I 250.00! ~ ~ ~ ~ ~ ~ ~ O O OI ^ N N N N N! N N N N N N, N N N'; N~~ Ni N N ~ ^ ^ ^ ^ ^ N N N N' N N' N! N'
I i j
~ ; ;250.00
I ~ i 135.00 ®-0.509 200.00 @ -.5.009 ! ~ 400.00' ®+2,209
I 300.00' ®-4.909 200.00 ~ +0, 609 250.00 ®f5.609
i ~ I I I
240.00 I ~ I i I ~
150. DO V.C. 250, OD V.C. I 240.0 0
250. V.C. I K = 33.33 K = 34.72 200.0 ' ~c, - , 150.0 V. C, ~ 25 .00 V.C.
I~ - ~ ~ ~ ~ o K - 5.21 i ~ ~ ~ K= 6.36 K='0.00 ~ '
~ ! ! ~ I ~ ~ I ~ i, ~ K-37,31 ~ ~ ~ ~ i ~ I ~ ~ ~ ~ ~ ,
230.00! ~ ~ ~ i ~ ~ ' ~ ~ ~ ~
230.00
GROUND ~ NArU'RA_L._-- _r-~
i
i 220 00' _ _ _ ~ I i i
i i 1220.00
- , ~ ~ ~ c~Nr I ~ 6"
~ , ERL/NE OF ROA PAC` ,w ~ I ~ qT£R ~ • , ENE I,
~ ~iyiMUM I i i
210.00 ~ ~ ~ ~ ~ Cpl i, ' ~ I
R) , .
I I 210.00
I ! ~ ~ I 24 R C. P, I ~ ' , ~
I i I 20 i 6 D,l, WAT R UNE I ~ ~
UNDER STORM DRA~NAGE 200.00;
i ',I ' I ~ i
~ ~ !200.00
~ ~ j ~ 42 R,~C,P. ~ i i I
O W' W i o~ I ~ ~
O ~ ~ O I 2 O 190.00~~ ~ ~ o O ~ 20 - 6 D.l WAT LINE ~ ~ o UNDER STORM DRAINAGE ' O ' '
o o i , i J~ o ° o ~ o i
I ~ V ~ ~ I~ N I ~ ~O 0 1190.00 ~ N o ~
~ I ~ Wi N ^ N ^ r~ I d I
~ i II i ~ ~N 0 ~ i ; Q QN
~ W ~ I ~i ~ II ~ ~ 180.00' ~ J ~ i I ~ I ~ I
~ W ~ ~ ~ ~ W ~ ~W I I, ~ II '
o o'~ i ~ ] ~ ~W ~ ~ 180.00
o' o' o I o, o~ I ~
~ o ~ ~ w ~ ~
o o' ~ ~ ~ i ~ ; I I
17 I ~ 0.00! o ~ ~ i ~o ~ ,
Qi Q Q h; ~ ~ 170.00
~ ~ ~ , O ~ ~ ~ i ~ I
i j i ~ c0 ~ I~ ~ r~ N o0 , ~ N I 00 I ~ I i I i I I ' ~I NI ~ cD
~ 0i i ~ j i ~ N ~ I N ' t0 ~ i r` i N I r ~ ~ ~
160.001 ~ N r ~ N ~ ~ N N N N N N'~, N ~ ~ I~ o ~ NI i N O O O• ~ ~ pp o
-1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 ~ N N i N160. 00
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
14+00 N
REVIEW ONLY
SCALES: NOT FOR CONSTRUCTION o
0
7 " = 50' HOR - z
1 " = 10' l/ER a~ 3
m
DALTON E NGINEERING
& ASSOCIA N
on ~ n i~i~ ~1~I nl~/~I v ~ ~r~~ Irv nnn ~r~rn~ ~nr,ne ~ r,~ ~ ~ TES, P,A.
I 1 V/`1 U VV/1 ~nLivvr-ii a viiLiii L,viv.D iRU C,V/V /-'LH/VJ
FOR P4 o6 BOX T 261N STREET g19 550-4740 a
MA L Z MALL,gROS RID GE SUBDIVISION CLAYTON, NC 27520 ~919~550-4741 FAX ;
?ovNSroN couNrr, NC
JOB: 01023 DATE: 9/19/01 REVISION:
FILE: RCP01002 DRAWN: DBL SHEET: 5 OF 9 ca-

i
BASED ON T ES/GN STANDARDS OF UTILIZING 4;1 THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE BASED ON N. C. D.O.. D
FILL SLOPE FILL SLOPES WITH GUARDRAIL, 106' LENGTH OF PIPE WOULD CROSSING HAS BEEN DENOTED WITH A BOLD LINE. THIS
BE REQUIR BE REQUIRED FOR THE STREAM CROSSING. THE PIPE AREA CONTAINS 8, 609.18 S F, OR 0.20 ACRES.
CROSSING CROSSING WOULD DISTURB 106' OF STREAM BED.
r
50' RIPgRIA ~ 80' - 42" R.C.P. ®WITH (2) F.E.S. 1.709'
BUFFE,q DA = 28.47 ACRES
ALL EMBANKMENT FILL GREATER THAN 7, INV. IN - 202.08 AS MEASURED FROM ROADWAY INV. DUT - 200.72
e , , CENTERLINE TO /Nl/ERT, FOR ALL STORM NO INLET PROTECTION REQUIR
DRAINAGE PIPE CROSSINGS SHALL INSTALL
o, , GUARDRAIL TO D. 0. T SPECIFICATIONS OR
' ; ~ ~ 72' - 24 " R. C. P. ~ 5.809 0, , w BE AT 4:1 SLOPE OR FLATTER.
N ~ ~ ~ DA = 6.59 ACRES
INV IN - 210.98 INV. OUT - 206.80 SEDIMENT FENCE
' 0
O ~L~ ^ N MN 2p0 h ~ . - ~o
~ ~ % ~ ~ p ~ ~ ~ O' ~ .L_ / 6 X 90' BEND o , , , , _ - , ~ _ 21 + ~
h 2 FIRE HYDRANT x ~ ~ - ~ - W ~ 1 - 21 S _ ,
0 0 ti~ - - - , , , ; ASSEMBLY - ~ 2 - 22~ ll 0 ~ ~ ~ - _ _ - - - -
~ ~ ~ , ni'~~'~, ~0 vr i I
~ 230 ET,' I ~ , ~1 II /
~ S B,- - _ 20 , , , _ pU~-~. - ~ - C~~ R-- I I ~ O''. I I 1 ~ I I r i, I
~ . - - - - ~ I I ~ I I ~ I
0 ~ - • ~ ~ =1 ~ , ~ ~ ~ I ~ O ~ I ',O ~
-N - - ~ ~ - fi ~ '~.O I O I ~ , t ~ i I I a i N II ~ ~
- ~ o ti Z ~ - - . - ~ I 1 I I I ~ I R , a ~ `~L1NE1
. . . E . 2 . Ig ~ 6 X 6 TE 5 , ~ 6,, Ply' WA~,TER . ' ,
3 - o _ 2 ~ _ _ R---~ R, s + 3-6 GATE l/AL DES - -~v- , 3 ~ / I I 1 ~ / ~ ~ ,
6~ ~ ~o ~ - 1 1 ~i I ! n
~ - ',.3'~' ~ ~ - - I , N ^ 0
- ~ 5 ~ - - ~ ~ 22 W . - N N 0 ~ 6 X 6 TEE
~ ~ -Q STA. 6+74.18 = o f h I, 6+74,18 = ~ ~ FIRE HYDRANT
~ ~ ~ ~ +91.20 2S 5 p ~ STA. 15 I. 15+91.20 ~ ~ ASSEMBLY
,aC N ~ 1 o so
SEDIMENT TRAP ~ 4:1 FILL SLOPES
~ - - -~1,~- LEVEL SPREADER W
~ ~ ~ ~ ~ W RIPRAP OUTLET PROTEC ION
6 X 6 TEE 230 , ' ~ J ~ ~ ~ ~ ~
FIRE HYDRANT h ~ ~ m
ASSEMBLY - Q ~ o ~
e Q ~ ~
0 ' ~ ~ e V
4p 0 I~
h I~ ~
~t/ h V
r
~ ALE. 7 " = 50' SC
I ~ ~ N W ~ "1 N ~ ~ O ~ ~ O N O N O ~ ^ a0 ~ O N ^ h ~ rv ~ ~ ~ 0 ~ h ~ ~ ~ ~ h 0 ~
O "1 o~' N' ~ ~ N ~ ~ I N'~ ~ N O ~ ~ ~ ~ h O ~ ~ ~ O O O ~ ~ N O I ~ I O I h'' N N ~ h, ~ ~ ~ ~ ~ vi ~ ~ N N ~U Qi ~ ~ Ri N ~ I N O ~ ~ j O'~ ~ ~ h ~ O N O ^ ~ ~ ~ ~ N ~ "1 N "1 ~o O ~ O ~
N N N N' ~ ~ O ~ ~ bi h'~ ~ ^ I ^ ~i ^ ^ ^ O O O O O O O O O O O O O ^ ~ ^ ^ ^ ^ ^ ^ N N,~ N'~, N N N N N N N Ni N N N N N N N N N N' N N N N N N
N N N N N. N N N N~ N N N, N N N N N N N N N N,~ N N, N' NI N N'' N N' N N N N I I I ; I
~ I ~ 250.00
250.00 I ~ , 'i ,
300.00' ©-4.909' 200.00 +0. S09 ~ 250.00 ®+5.609
~ ~ -5.009 I 400.00 ®+2.209 ~ I ~ ~35.~?0 ®-C...09 200.00
i i ~ j
,240.00 I
40.00 I ~ 2 200.0 ~ ' V. C. ~ i 150. D ' V. C. 25 .00' V.C. C.
250.0p' V.C. 250.0 V.C. 150.0 V.C. i _ K-'5.21 K - 6.36 - - ~ 1 - ;3 K - ;30. DO K 37 31
_ K = 34.72 ~ i K - 33.33 ~ ~ ~ ~ ~ i v i ~ ~ ~ ~ ~ ~ I
~ ~ i i ~ ~ ~ ~ ~ ; ~ ~ ~ ~ ~
~ ! I 230.00
0.00 23
i
GROUNDI
NA RA,~_
~ I 1 I / ~ i - 220.00
00 ~ I 220. _ _
• I N i • , 6 PAC
. C~NTERLIN I T'. - . , ~ CATER I ~ E 0~ ROADWAY ~ i ~ ~ - ~ ~ -r , Pic ~ AT~'R L/
I ~ ~ . -i- ; I M CO i
. ~ i I ~ ~ ~ . ~ Rl ~ 210.00
j 210.001 I I
I
u ~ 24 R C.P. ! i ~
I I ~ _ _ _ ~ ~I ~ . ~ ~
20 - 6 D.l. WATER LINE I ~ RM DRAINAGE 20 .
i ~ I UNDER STO Z 200.OOi
, ' ~ I W NT FILL GR TER THAN ' A L EMBANKM ~ 42" R.C.P. ASS MEASUREDI FROM ROAD AY ~
' V i ~ ~ ~ ~ NTERLINE T~ INSERT, FO ALL STOR 20' - 6" D.l WATER LINE I
Q i ~ ~ i ~ W 0 AINAGE PIPS CROSSINGS SHALL INST LL o UNDER STORM DRAI AGE o ~ ,
~ I OI ~ ~ O ' W °o o 2 0' GUARDRAIL TO D.O. T SPEC FICATIONS 0 0 ~ o 0 0 190.00
0 o I I o 190.00 I B AT 4:1 P OR F TT R.
~ ~ ~ ~ N ~ ~ o ON N~.
V N Z N N N Q Q
1 ~ ~N ~ 'N I ~ I ~ QN p Q ~ Q ~ ~ ~ II ~ II ~ II
1 ~ ~ II ~ II ~ W 3 4
W ~ i ~ ~ .i W 1 ~ ~ W ~ ~ ~ ~ ~ 180.00 ~W
180.00 ~ W i 'i I
V i I O O ~ 1 ep I i
OI O p _ O h O ~ ~ I
~ ~ O ~1 I I ~ ~F ~ O ~ ~F
O' O ~ I O 170.00
I~ I O 170.00 Q
Q I Q I e ~ ~ ~ i ~ I ~
~I o ~ ~ rn ~ ~ ~ ~ ~ ~ ~ I N r- ~ ~ O o
~ r~ r I ~ N I ~ j ~ ~ i N I o0 I . I 4i J N ~ i fp ~ I 00 N N ~ I~ ~ • ~ W N O O I N ~ N' N 160.00
i ~ ~ ~ N ~ I N I N I' ~N N N N I N N N o 0
N; N I 160.00 9+00 10+00 11+00 12+00 13+00 14+00 8+00 N
6+00 7+00 3+00 4+00 5+00 1 +00 2+00 -1 +00 0+00 Ql
O tb
O
D Z
SCALES.' > L
> - H
~ = 50 HOR - m 3
9 " = 10' l/ER DALTON ENGINEERING D N
° ASSOCIATES, P.A. °
RnQ n RnQnwQ Y ~ II Tll 11Y , _ a n1 AAG CAN`T IAAIAI CTDCCT r~
/ 1 VI IV FOR ~~ORw ~
~ , NC 27520
6LL ~919 550-474 FAX o CLAYTON MALLARDS RIDGE SUBDIVISION
?OHNSTON COUNTY, NC
JOB: 01023 DATE: 9/19/01 REVISION:
FILE: RCP01002 DRAWN: DBL SHEET: 5 OF 9

so'
6' 10' PAVEAIEM 6' 6' SEEDING SPECS.
~ TYPICAL RIP RAP CHANNEL
.1 ~ 1 4' PER. fT. 1 f' PER. f7: 1 p
r L 4:1 ~ ''•1 SEEDING MIXTURE
~ ~ d W
~ SR ! 548 SPECIES RATE (LB/ACRE TALL FESCUE 10
` .5 \.n h'.' 11 Y. SERICEA LESPEDEZA 30 N KOBE LESPEDEZA 50
s~rE I~(~f~l NTS PENSACOLA BAHIAGRASS
~ FILTER FABRIC OR ZONE 2 ZONE 1 STREAM ZONE 1 ZONE ? 2' SEEDING NOTES 1. AFTER SEPTEMBER 1 USE UNSCARIFIED SERICEA SEED.
h FORESTED FORESTED FOREST GRAVEL BEDDING ~ FOREST BED & DENSE 2. WHERE A NEAT APPEARENCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
& DENSf GROUND ~ GROUND ovER TRAPEZOIDAL LB/ACRE. COMPACTED FILL 3. OVER-SEED 50 LB/ACRE OF TALL FESCUE EACH FALL, UNTIL WELL ESTABLISHED.
~ covER c Nrs OW - i F~„_.-
ywy 42 30' 20' NC 20' 30' _ , , I ~ -I, , ~ NURSE PLANTS
CHANNEL BOTTOM WIDTH SIDE SLOPE DEPTH CHANNEL LINER ~NNEL LINER ~~-I - ~ - BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE _I RY GRAIN . - ~ SUNDANGRASS. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE E ( )
2 2' 3:1 1.0' 12 ROCK RIP RAP ROCK RIP RAP ' I I ' _ f FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING 0
R/PRAP-LINED CHANNEL DETAIL g' ~ ~ I KOBE LESPEDEZAS OVER THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE UNHULLED BERMUDAGRASS SEED IN FALL.
NTS SOIL AMENDMENTS
VICINITY MAP (NOT TO SCAIE) APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND
AGRICULTURE LIMESTONE AND 1,000 lB/ACRE 10-10-10 FERTILIZER.
Dll/ERS/DN DITCH MULCH
LEGEND NTS 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. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
SEDIMENT TRAP D MAINTENANCE REFERTILIZE IN THE SECOND YEAR UNLESS GROWiH IS FULLY ADEQUATE. MAY BE MOWED
Dll/ERSION DITCH ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
RUNOFF BY OUTLET PROTECTION ~ svESr -FLOW

CONSTRUCTION ENTRANCE w SEEDBED PREPARATION r' i
GRASS-LINED CHANNEL ~ ~ r ~ I• CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL - I r r JB CONDITIONS IF PRESENT.
LEI/EL SPREADER ~ , I 1 , 11 I ~ ~ i r 11 ~9 RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
II it
CHECK DAM ~ ~ ~ 1 ~ ~ , ~ r I • 20 ~ ~ REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE I II I r e 2~ I I ~ ~ 1 REASONABLY SMOOTH AND UNIFORM.
! ~ RIPRAP-LINED CHANNEL ~ TYPICAL ROSS SECTION OF RIPARIAN BUFFER / ~ I • 22 I 1 , J • 1 ~ ~ APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
~ / j 1. • ,I Nrs / I ~ - 24 • I ~ ~ I ~t~•a' - 24 II II ~ I SOIL.
SEDIMENT FENCE ~--E-~ I I ~ 2 1 ~ 1 1 ~ 3 ~ I 1 ~ - / • I I I ~ • I ~ CONTINUE TILLAGE UNTIL WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
i / i t ~ / ' 1 X11 DISTURBED AREA , / ~ / ~ , I 1 ~ ~ PREPARED, 4 TO 6 INCHES DEEP. ill I `
ON INDII/IDUAL LOTS i ~ % 1 ~ I ~ 1 ' r , _ SEED ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT • ~ ~ • " ~ LIC R W I ~ OR CULTIPACK AFTER SEEDING.
I 1 I ~,5o Pu ~
FI / ~ t ~ 1 1 FI ~ I ~ I ,L ~ , $1R ~ r - ~ MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. I ~ I i / „ , , I
~~I I , I i 1 INSPECT ALL AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
TOP ELEVATION OF STORM WATE Q,I I 26 ~ / I r'''' PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60~ DAMAGED, RE- ~ ~ ~ R T S. I - ~ TI I RAND SEEDING A E ~ 1 I H F RIGINAL LIME FER LZE , , ESTABLS OLLOWING 0
5 WASHED < ~I / I 1 1 ~ ~ ~ ~ ~ t~ 1 MAX, y / ~ / ~ ~ ~ , r STONE 1 ~ QQj I ~ ~ ~ ~ 1 I 1 `36 CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
:;r. m ~l l I 1 i ~ i 1~ I ~ ~ 1 ~ r 1 I 35 PERMANENT COVER IS ESTABLISHED. I ~ ~ I 1
~l ~l ITV V,'~ ~ EXISTING SLOPE - - p/ IMF Ir I 34 1(n 1 I 11
iI 0~ /~5/ ~1 RIP-RAP I I / . 5 ~ ~ ? • I ~ 33 I i ~ = CONSTRUCTION SEQUENCE
VARIES / 1 I 1 -r' 32 11 II 11 11
I i~ 2 P• •I / / Q ! / II I 31 ~ ~ ~ THE CONTRACTOR SHALL INSTALL THE SEDIMENT TRAPS, CHANNELS, ETC. AS SOON AS I• I I I I ~ r' PRACTICABLE.
I I~ ~0 / I l - I 30 ~ N
~ / l5 ' P/. r~.. II •1 ID VIEW I ,o ? p~./ 29 1- I I ' P/ • I 11 J ~ ~ ~ I PRIOR TO THE 29 I - i ~ ~ EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITATED - I ~ ~ ~ COMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB
I l I ~ I I i l CHANNEL 1 WITH ~ ~ 1 ' I . ~ ~ 11 THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE . ~ CONTRACTORS REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE
EXISTING SLOPES ~ ~ ® • i ! I SYNTHETIC MAT LINER 5 0 ` I p 28 I IV WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER. ~,i
ti ~ ! I ~ >v' ALL DITCHES, CHANNELS, LTC. SHALL BE STABLIZIEO AS SOON AS POSSIBLE TO MINIMIZE
~ ~ / I ~ EROSION CONTROL REQUIREMENTS.
VARIES i O ~ / I SPACE " ~ o , OPEN rRA~ #5 ' ~ THE PIPE IN THE STREAM SHALL BE INSTALLED AS FOLLOWS:
o. ~ / i ~ y2 / ~ LEVEL~SPRfADER 1. INSTALL THE DOWNSTREAM CHECK DAM/WEIR.
0.5 -t ~ / ~ i SIZE A i ~ 2. INSTALL THE UPSTREAM COFFER DAM.
• i i N ~ KEYED RIP RAP I / T ~ Z 3. SET PUMP AND PLACE BYPASS LINE TO DISCHARGE BELOW ~ ~ DOWNSTREAM CHECK DAM/WEIR.
w ~ ~ ~ ~ 4. INSTALL THE PIPE. ~ ; ~ Z 5. BACKFILL OVER THE PIPE.
~ ~ 1 C 6. PLACE SILT FENCE ON THE LOWER PORTION OF THE FILL SLOPES,
~5 WASHED STONE I ~ i i ~ ~ ~ ON BOTH SIDES OF THE ROADWAY, AT EACH STREAM CROSSING. 1 ~ PLACE THE FENCE IN SUCH A MANNER AS TO ASSIST IN DIRECTING
1 i ~ Q FLOW FROM THE NEW CONSTRUCTION INTO THE SEDIMENT TRAPS.
I r i ~ I FR NT VI W I I ~ ~ ~ 7. REMOVE THE COFFER DAM / ~ ~ ` ~ 6. REMOVE THE CHECK DAM WEIR AND TIE INTO THE RIPRAP DISSIPATOR.
I I \ I ; I I ~ ~ ` . / ~ ~ i 50' Rl l ~ f T s0. FgR/A BUFFER
~ ~ ~ l - ~ THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF 2,~~s ~ ~ ~ ADJACENT STREAMS OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS
I ~ ~ I I 1 r~ ~ ` i PROJECT. _ / \ _ - i
CHECK DAM \ ~ ~ ~ I / NTS ~ _ , i THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A G000 WORKING
1 ` ~ ~ 1 I / ~ ~ ~ ~ ~ STATE OF REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME, THE ~ , EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO
~ 1 ~ ~ STREAM SILTATION.
II j ~ ~ THE CONTRACTOR IS REFERED TO THE DETAILED SPECIFICATIONS FOR A DESCRIPTION OF ~ / ~ ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED.
CROSS SECTION I 1 ~ - ~ ~ r ~ NorES,
i ~ 1 i THE LEVEL SPREADERS SHALL BE LOCATED WITHIN THE DRAINAGE
uARG98Lf ~ I , ~ , / ~ / MATERIAL 1 ~ ~ I ; i 1 1 . 1 EASEMENT AND OUTSIDE THE RIPARIAN BUFFER AREA AND SHALL
STAPLED IN ~ I I I \ ~ y ~ ~ / / ~ / PLACf 6' MlN. G', '_'i''' I I I ~ / . / / REMAIN AFTER COMPLETION OF CONSTRUCTION.
I 1. i , - I ~ I I AV i ~ ~ /
I i _ I I \ uP i~ - I i LEYEZ i. \ - I I i REFER TO NCDENR, D/ ~/S/ON OF WATER QUALITY GUIDANCE MANUAL FOR PROTECTING AND MAINTAINING RIPARIAN AREAS.
- - \ OF SPREADER ~i I i - I I I - I I ROADSIDE DITCH L/N/NG REQUIREMENTS
i~ I I I ~ - I I BURL 'i~~i~~'~i='~I!}~~! I ALL WETLANDS, AS DEL/NEA TED BY A LICENSED SOIL SCIENTIST, ARE
I / ' ~ STREET STAT TO SIDE OF LINING CONTAINED WITHIN THE RIPARIAN BUFFERS AND OPEN SPACE. EET STATION STATION ROADWAY REQUIRED
I I
I ~ ~ ~ ~ „A" O+C I ~ I J „A„ 'A" 0+00 2+50 EAST SIDE NONE REQUIRED
I I „A„ 2+~ 'A" 0+00 2+50 WEST SIDE TEMP. STRAW WITH NET
I I N 11 "A" 2+50 5+50 EAST SIDE NONE REQUIRED
VECE7AIfD A 2+„ DNfRSIDN . ~ . ~ v' W 5Y °A" 2+50 5+50 WEST SIDE NONE REQUIRED DISTURBED AREA: " " TEMP. STRAW WITH NET 1.54 AC. (BASED ON 11,000 SF PER LOT) ,
"A" 5+F • W 1RANS/770N " " C A 5+50 9+50 EAST SIDE T W WITH NET 19.06 AC. IN STREETS AND OTHER CLEARING
/ ro o GRADE A 5+~ A 5+50 9+50 WEST SIDE TEMP. S RA TOTAL AREA; 20.6 AC.
. " . 5v +v W c A 9+, "A" 9+50 11 +80 EAST SIDE TEMP. STRAW WITH NET "A" 9+50 11+80 WEST SIDE TEMP. STRAW WITH NET SCALE: 1" = 100
. . y V W y 5Y "A" 11 + "A" 11+80 13+75 NORTH SIDE NONE REQUIRED
. . ~ 'y ~ v~ ~ ~ .v ~ .,A„ 11 "A" 11+80 13+75 SOUTH SIDE NONE REQUIRED
y y y „ n y 5l• y y y / A 13+ 0 50 100 200 300 "A" 13+75 15+90 NORTH SIDE TEMP. STRAW WITH NET
"A" 13+75 15+90 SOUTH SIDE TEMP. STRAW WITH NET R
SrABIf `1' y' y' y y ~ ~ SrABlU1E0 nAn 13+ UNDISTURBED '~~f " T "B" -0+35 1+00 EAST SIDE NONE REQUIRED
OUrIEI' ~ y y y 5y y \Y 5Y 5Y B -O+ y y 5L y y y L / y y y y nB„ -O+ "g" -0+35 1+00 WEST SIDE NONE REQUIRED
y 5y W W W W W W W S0' MINIMUM nD„ 1 " " +1 EAST SIDE NONE REQUIRED LY 1+00 3 5 N ~®R Q B W IE V E
„B„ 1 +c 5y y. W 5y 5Y Vr 5Y y y , !n channels, roll out stops of netbiig parollsl to the R "g" 1 +00 3+15 WEST SIDE SYNTHETIC MAT T FOR CONSTRUCTION
W W W ~ W W ~ direction of llow and over the protective mulch. "B" 3+1 » NONE REQUIRED NO g 3+15 6+75 EAST SIDE
„B„ W W 3+1 5Y 5Y W W W W y W 5Y W "g" 3+15 6+75 WEST SIDE TEMP. STRAW WITH NET - -
V nBn 6+1 " NET JOHNSTON COUNTY, NORTH CAROLINA g 6+75 10+10 EAST SIDE TEMP. STRAW WITH
W y y y y W J~ ~ m~ „ n ~ 8 6+~ "g" 6+75 10+10 WEST SIDE TEMP. STRAW WITH NET
o " " 10+ a " " 10+10 12+00 EAST SIDE NONE REQUIRED _
~ ~e.s- "g" 10+10 12+00 WEST SIDE NONE REQUIRED ~ ~ Dalton En ineerin
MINIMUM DIMENSIONS Ancha netting in B 1 2+ _ r\~ i o 11-inch tronch 11-inch ~ "g" 12+00 15+50 EAST SIDE TEMP. STRAW WITH NET ` p1~'.
IGN FLOW TR END 1" 3' DN. ~ „ DES EN ANCE ~ CCI4RSE ACGRfG41£ ~ o~rtaP g 12+ SIZE (CFS) WIDTH DEPTH WIDTH LENGTH /N D PTH l~~ Join stops by onchonng I 6 M f and ovedopping. 1 5+ " " WEST SIDE TEMP. STRAW WITH NET ' ti~ • and Associates P. A. g 12+00 15+50 E SI0 ti, ~
"A" 0-10 10~ 0.5' 3' 10' B _ un„ 1 ~.L NONE REQUIRED N7 t g 15+50 18+00 EAST SIDE
, , a~nn WEST SIDF NONE REQUIRED Sr:AI ~ 446 East Main Street [phone]
p is ED Iv .
CONSTRUCTION ENTRANCE TEMPORARY LINER "B" 18+ "g" 18+00 22+00 EAST SIDE TEMP. STRAW WITH NET 16252 p,0, Box 426 Fax [phone]
LEVEL SPREADER NTS N7S 18+ NTS 18+00 22+00 WEST SIDE TEMP. STRAW WITH NET Clayton, NC 27520 INE
Y r pP~. Job: 01023 Date: 09/13/2001 Revision:
11 3D Drawn: DBL Sheet: 1 OF 2 File: S&EPLAN R
.

i
5'
18D0 CU Fi/AC
2.~
N
FILTER FABRIC r
X-SECTION ~ r,.r~ ~ ~ / ~ ~ 1 1 •I 1
I 1• 1 .i ~ I
DESIGNED SETTLED ~ ~ I I' PIPE 1
TOP OVERFILL 8' FOR SETTLEMENT ~ ? 2 I y# ' 3 • I 18 R.C.P.
AS NOTED ~ , I ~ ~ , DA - 1.50 ACRES
~ 4 I t. ? I I
2.1 SIDE EMERGENCY BY-PASS , ' m~ / ~ ~ ~ 1 I NIGH ~ELOC/1Y EXCELSIOR MATT/N~ O~ERCAP
~ ~ SLOPE MAX, 6" BELOW SETTLED ' , TOP OF DAM ~ ` 1:1 SIDE ~ JOINTS 6" do STAPLE MATT/NG W/ 8 GA. STAPLES ~ 1 ' EVERY 1' ACROSS THE TOP & 3~ AROUND TN
SLOPE MAX. NATURAL GROUND / ` ' 5 •1 *01 ~ i , ` EDGES & BOTTOM OVERLAP MATTING ON ~ ~ ~ ' ~ ~ DOWNSTREAM EDGES/ENDS
FLTER FABRIC ~ ~ J' MIN. ~ ~ ` 5 ~ ~ - ~ ~ _ _ _ CHECK DAM _ \~h = I .
/ ' , / ~ ~ ` ~ / I-III _I
/ ' , / ~ ~ ~ t t I I I - ~ ,I~_ z
SEDIMENT TRAP ! , ? I - _ ~ ~
NTS / • ~ ' , 6 % ~ , ~ ~ , . I, i
/ , ~ ' I~ I. ~ • I I I 6~ i ~ TN CHANNELS, ROLL OUT STR/PS
SEDIMENT TRAP MINIMUM REQUIREMENTS / ' EO OF MATTING PARALLEL TO THE ' ? I I• z
DISTURBED DRAINAGE RFACE SIZE ACTUAL WEIR ~ TRAP AREA ARE4 VOL, REQ. DESIGN SU ` ? ' I I I SEEDBED DIRECTION OF FLOW & OVER ? 59 •I ~ PROTECTIVE MULCH. ? I I-
A (C.F.) CFS AREA (D-W-L) SIZE LENGTH / 7 (AC,) (C,) / ~ ~ ' I I.
1 0,68 3.68 1,224 8.5 392 3.5'-14'-28' 1,372 10' / ' ' / _ ? I _,I ~ ~ ~ CHANNEL BOTTOM WIDTH SIDE SLOPE DEPTH LINING TYPE
~ ~ ~ . ~ _ ~ ~ 1 2' 3:1 0.5' SYNTHETIC MAT
2 D.68 3.56 1,224 7.8 392 1,372 10' QJ ~ ~ ~ 58 o
/ g ? f ~ , / ? 0/ ? o GRASS LINED CHANNEL DETAIL / / ~ , Nrs
3 0.11 0.18 198 0.6 72 3.5'-6'-12' 252 4' ' ~5 ~ / ~ ~ fi / '
/ / ' ~ ~ ~ ~ / ! ? ! o /
4 0.11 0.18 198 0.6 72 3.5'-6'-12' 252 4' / , L ~ ~ 57 57 ? I ~ ~
/ ~ / ~ m ? I 62 I I
7. 392 3.5'-14'-28' 1,372 10 ? ' 9 ~ ' S~ 5 0.75 3.D8 1,350 0 ~ ~ , „ ~ ` / / ~ / ? ~ / I A ,
3.5'-9'-18' 567 6' / ~ ' / ~ , • ~ ~ I~
6 0.31 1.24 558 2.8 162 ~ / i6 ~ ~
~ , , 7 0.31 0.43 558 1.3 162 3.5'-9'-18' 567 4' 10 ' ~ ~ ~ , • I 1
, , ~ / ' , / I ' 63 / 1
. 1 0.79 558 2.0 162 3.5'-9'-18' 567 4 ~ ' ~ / ' 8 03 1~ ~ / ~ r
/ / I .
9 0.19 0.27 342 0.8 98 3.5'-7'-14' 343 4' ~ r~ ~ ~ /
11 / 1 674 14.7 512 3.5'-16'-32' 1,792 12' ~ ~ - ? ~ 10 0.93 7.00 ~ r ~ /
~ ~ I~ ~ ~ R RV AREA ESE ED
~ ~y", ~ ~ 54 FOR FUTURE 64 I
/ ,1~~ , ~ % F ER I I ~ 0 FSITE SEW
I
TRAP ~
/ ~ ~ / o
1 ~ 1 ~ ~y. PIPE
TRAP ,~'1 ~ ' 24" R.C.P. DA = i:12 ACRES
TRAP 3 ~ TRAP 4 # r;~ ~
%I' - 180' CPdrL 180' CPdrL UTILITY EASEMENT ~
~ ,~a

,~lao- ~
s9
Tr-•. - Apran-taro
grOde , ~ I ~ I ~ I ~ I I I1 ~ 1 ~ 1 ~ 1 ~ 1'' - ~ _ I rI-1-I-1'
~~;,~a ~ - I I - I I / I
a`~ o , 0 0° a PIP ~ - ' I A ~ , - A E ~3 ? I - o~jo~~,)0 I 13 t I 53 - - ~ y , 42 R.C.P. I ~ ~ ~ PIPE 4 51 / - I 50 I /
3d d ° ~ DA = 2B. 47 ACRES I 1 1 I 1 / 1 E ~4 1 ? 49
0 0 ; I ~ I V 1~ 1 1 !!a 1 J - 24" R.C.P. _ ~ ~ ~ I ? 7 . ~~._fi'~-~- 1 ~ .1 ~ 1~1~1~1~1~1~ DA= 6.59 ACRES " R.C.P. - I ~ / ' ~ I ? / / = 6.59 ACRES ~ _ - ; ~ ~ , ~ ~ ~ /
_ ~,I I I ~1~1~1 1 1 I 1~ 1 I I 1~1~ 1~1~1~ 1 ~ ~ 1~1~1~ 1~1~ 1 - ~~x_~o I LEVEL ~ ~ ( 1 1.1.I
I flat Plan - 1 ~ ~ ~ ~ ~ I SPREADER ~ I . I ~ ~ 1 ~ I Pipe outet to , ~ ~ 15 I I -r-~ - I .
area with no well- 'LEVEL I I SIZE A I ,moo I defined channel - ~ SPREADE 1 I ~ f 14 I -11--- I 52 - I yta ~ r"~~~ c? / ? / , ~
an ~ ' I I TRAP f8• - ~ I I - ? ~ \ ~ . ~ i. - ? / ? ? 48 . 1
le~n th vertall 1 B 'SIZE A" 1 ~ I I ~ ~ - \ ~ q No o ~ ~ ~ I ~ ~ I I r I I M1~ ~ . . ~ I ? ~ / , ,
I s. I ? / / , ~
~ ~ I
Section A-A 1~' i ~ i i ~ ~ ~ _ _ - i ~ i ~ ~ 1, ~ / i ~ i i i i ~ 0 1 I • ~
Fliter fabric e ~ ~ • \~,I _ni~- ~ , r ilr r' , N il~'~ 1 or filter blanket n r G' ~ ~ ~ ' i r. ~ ~ ~`~'r 11~1i-- iii . ~ I I ~ ~ \
1 i i I 11 1 ~ r ~0 0 N , I I i I ~ ~ ~0 ry~ ry~ ~ 46 i ' l ~ \
I ~ N I I I ~ I i ~ TR,4P ~9 ?'Y..~XI^~''.. I I~ i I ~ ~ ~ J ~I~I~IJ ~1~1~1J ~1~1~1~ ~1~1~1~ ,Q ~
_ I ~ ~ ~ i~ I I 1 1 ` ~ I- I- I- II ~ I -I -I ~ I _
A _ rr_ . A ` ~ ~ ~ ~ ~ ~ ~ 1 ~ LEVEL 0 . ~ ~ - ~ ~ ~ SPREADER I ~ ~W

- 1 ; ~ ~I s~zE ;4" 39 40 41 42 I I 43 ~ ~ _ ~ ~ ~ CHANNEL #2 WITH i
- ~ I. TRRAP ,~7 1 t I - I- I- I- i ROCK RlP RAP LINER ~ ` ~ ~ - ~ ~
~ V) LEVEL I i~ ~I~I~I~I~I1~1~1~1~~1~1~1~I~II~I~I~I~~I~I~I~J. ~-w ~ ~ Rl ~ ~ 38 SPREADER Its \ BUFFER, TRAP #10 ~ ARIAN--'~ ~
Plan ~ ~ ~ - ~ ~ S11E "A" I ~
Pi a outlet to `37 , ~ 1 j2 ~ , well defined (n - . i I I ~ ~ ~ ~ / i ~ ~ ? LEIiEL SPREADER ~ v ~ O
channel = ~~~~I~ ~I j~ `1~ W I I I~ S/ZE "8" ~ Z ~ ~
1 Im ~ Apron m f / 1 A ;
length I / ~I f i SCALE: 1" = 100'
I ~ I i v Q i
No overfall ~ j j i
_ ~ - r ~ ~I I ~ 0 50 100 200 300
_ - _ - _ ~ I i ~ = Sectbn A-A = _ _ = h ~ I - ~ ~ T M
Ftlter fabric N ~ ~ ar filter blanket ~ ~ ~ ~ ER ANA E ENT AND
i ENT A I NR P
~ ~ ~ ~ ~ FOR
I I I ~ ~ VIEW ONLY RE
APRON MIN. I PIPE Q D50 LA 3D0 W DMAX THICKNESS STONE THICKNESS n I ~ NOT l~OR CONSTRUCTION
c ss ' POND PIPE DIA. (CFS) (INCHES) (FT.) (FT.) (FT.) (INCHES) (CALC.) LA (REGD.) O I Z t
i 18" 3.9 4" 10.0' 4.5' 11.5' 6' 9" B 22' ~ ~ / ~ JOHNSTON COUNTY, NORTH CAROLINA
4" t 8.2 5" 14.0' 6.0' 16.0' 8" 12" B 22" Z ~ v 2 2 C i
3 42" 72.6 10" 26.0' 10.5' 29.5' 15" 23" B 23" D ~
i 4 24" 16.8 5" 14.D' 6.0' 16.0' 8' 12" B 22" ~ i ~ ~ Dalton En Ineerln
~ i / a~H ~ ~ .
z / OUTLET PROTECTION ~ ~1 ~ and Associates P. A. ay ,
+ s
N1S / I SEAL 446 East Main Street (919)5504740
16281 P.O. Box 426 Fax [phone]
Clayton, NC 27520
~ IIdE ~ 9,P ~0 T ppl , Y
'w+» Job: 01023 Date: 09/13/2001 Revision:
l3 File: S&EPLAN a Drawn: DBL Sheet: 2 OF 2

l~.

I I o I ~ I
i ~ i ~ i' I
~ I i d '
~i 20' ~ s ~ e
~ ~ j
~ W I 1 G X70' h ~ I
~ SITE TRIANGLE i i ~
i 30'
- _-J - - - - 1 i~
I'~ 2
EXISTING ii 3
J~ s ~I I~ ' R
Ri_r---------------- ~ s zo~ 4
AD CONNEC I N
NTS R W I,
~ II
~ ~ 5
35 6 5 4
~ ~ i i ;
~ ~ ~ i ~ 20 ~
i i i 6 ii
~ r i SLOPE AS REQ D. i i
I ~ P ~ 61 z 60
~ ~ I o
i I, - lON A=A 59 m ~~I 7
SEC i
- -SAC RoADwAr SYMETR/CAL CUL DE G 58 ~ 0~ ~
NTS RW -----------------1----------------- Q`~ i
ERS CTION 8 ~ G~ h o
IYP/CAL !NT i ~I NTS '
x ~P ~ 57 ~
9 C ~ 62 ~ 9
50' R W 56
g' 20' PAVEMENT 6 5 10
I
y 6
" ~ 1 4 1 FT 4 ~ ~
MAX 1 k' 5
11 " B RESERVED
1 1/2 B/TUMlNOUS CONCRETE SURFACE COURSE I I~ FOR
" BASE COURSE ON COMPACTED GRADE 8 AGGREGATE I FURYRE i , 64
OFFS/TE SEWER
ii 54 ~ ~ - -
rioN ~ - 12 . . ~ y- . ^'T'YP1CA~ STRE~f ~~C
NTS _ l~
- - - - - - - - - - - - - - II
_ - - , i . - -~-a.., ~ _ _ _ . 5.. 'I i
B ~AR/ABLE PAVEMENT WlDTN 6 i i
SHOULDER OPEN SPACE ~I wrDTN i 5%
' 180 CP&L UTILITY EASEMENT
I'I " ~ UPPER END OF STREAM OPEN SPACE
1/4 PER, fT +16~
i OR 1 +8x AS DEFINED BY STEVE MITCHE~.L , ~ ~ 1 4" PER, FT -2,08 I' I
07 23 2001 -8,.~3% ~ ' ~6,g~ I I
R 0 I
1 "PER, FT I _ - - I 1 ~
1 5 2S / i~ 5 51 50 49
~ / I ro 1 / / 13
~I ~ , i~ i
1 r AY .I I ~ ~ TURNOUT GRADS I . DRII/EW
I NTS I ~ I i
f5 ~ i I
16 4 1 f 52 ,
l 1 48 ~ ,
I~, ~ i i
18 ~ I f 9 1 1 ' ~ ~ 47 ~ `
i'. t 20 I I ~
i 21 i ~ 45 ~
22 , / i; 46 /vv / i
M i ~ 3 44 ~ \ / I
/ ~I ~ I! ~ z4 ~ I 1' i 7 ,
1 ~ 2 ~ --T--- i~ I
~ I p I \ / ~ ~ I 43 \ i
/ ' ~ 42 ~ ~ I,
~ sic R/w i i / - ~'i` .r \ ~ ~
~ "B -5 ~ A.ov ~ ~ 41 EEr ~ v m ~ 1 / 1 / ~
~ S~ w m 1 m ~ 40 ~ / ~ v A ~ IPIA4W i ~ ~l
26 1 1 39 1 ~ o~ , i~
4' ~ ~ ~~um,l~ml Z ~ , n
~ rn ~ ~ t , I 3S ~ < 1 I i
1 . ~ 5 ~ , ' I' i' - --.i:, ~ / E~ ~
36 ( o I 4 3 I ~ I pP 6~ - / tJ~ E~ ~
3 ~I ~ / E ~V ~i' P E
a I I ~I ~ 1, 34 I ~ I I / EF ~ I I I P ~ 5 ~ E , I E~ R , ~ P E -
2 ~ I 3 ? i i I ~0 ~ i 6 i i '(0
32 I I
} ~ 31 ~ I~~~ ~ ~ ~
l~ ! I r ~ ~ i _ ,
30 ,,-r- -I^ 28 ~ , ~ ~ ~ / ~ i I
q Q ~ ~ ,
N i~ , ~3 ~ I~ 300 100 200 100 0
I , ~ POND ni ~ , FOR
4 \ / I ~J ~ \ i
~ ~ _ ~ ~ Y R VIEW ONL E ca e - ~
~ ~ ~ ~ I I cv r, ~ ~ - , ~ ~ NOT FOR CONSTRUCTION ~o~NSTON couNr~ Nc
~ i
1 1/ ~ i i ~ ~ 1 ~ ~ ~ ~ i
4 OPEN SPACE ~ I ~ / ~ NOTE• I
~ ~ , ~ I AR BU A,GL 6y~71iUYDS ARE G~ONTAlNED 1N THE RIP lq/Y f?~R , pALTON ENGINEERING ~--T-
/ ~ v\ / / l \ ~ V ~ i . / ~ . ~ ~ ~ ~ ~1.-,'/~ ~ ~i / ~ i i AND pPEN SPACE - `r ~ K
I ~ ~ Tl~ SS CI TES P,A. & A Q A
. P ~ ERMA ~D i ~ r_ _ ~ . IVENI' OP lJ.~ ~ ; ~ r ~N SPACE ~ j': 446 BAST MAIN STREET
~ , / _ \ BY OWNER W ~~T 1, ~ , \ _ _ _ 0 S , NLY ~ 919 550-4140 Wo V0~ ~ R P.Q. OX 426
,..,.~~YOiirTl(1N .A~ ~ Q1Q ~,~.Il-d7d1 FAX
NOT FQK UUNZ)Inv~ i%° CLAYTON, NC 2752p 1~ ~,vvv N
r i i
_ - . JOB: 01023 DATE: 9/19/01 REVISION: 002
U7 '
REVISION 002 - ADDED SWIFT CREEK BUFFER << - 11 2001 - REVI ED TYPICAL ROAD ANl RECISION 001 10 $ W ~ ~ AL ROAD AND CUL-DE-SAC CROSSECTIONS TO REFLECT 4:1 SLOPES PER JOHNSTON COUNTY UTILITIES. FILE: PRELIMINARY ; DRAWN: DBL SHEET: 2 OF 9
o l
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21 21 ~
/ 22 0
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, ~ M~M i c. / ~ MM~JO P~ STREW B
~ STRE ~ 26 / i
~ i
i
/ ~ r
/ i . ~ 0
/ ~ Z
~ I
/ r 2 a I 34 W
• i Z 3
~ I ~ / 32 32
31 W
SWlfT CREEK ~ / ~ W
NO IMPACT ~ 2 30 ~ 9
/ i~
i r
~ i
G ~ ~ ;
~ i
~ ~ II
~ ~ ~ ~ 1 ~
~ ~ ~ ,f OPEN SPACE i ~ ~ I
~ ~ ~
I i ~ ~ ~
. ~`./i III ~ ~ G~,
% ~ ~ ~ ' v ~ i I 'r, ' ~ ~ ~ PERMANENT OPE ~ " TO BE N SPACE \ RESERVED B
i I.I ' ~ ~ ~ , . ice--, ~ 1 i, ~ / ~ ~ ~ Y OWNER
- - _
1 I ~ ~~i ~ ~ ~
` - `Vi ~ i PO1 - POND -
o. i
/ / ~ ~
~ V
~ ~ . ~ UNNAMED TRIBUTARY ~ i ~
i , ~ = . ~ TO SWIFT CREEK
~ i . , J ~ PERENNIAL STREAM o v. ~ ~ •
° ~ ~ r/
Q ~ ~ , - ~ ~ UNNAMED STREAM
~ - ~ NO IMPACT 100 0 100 200 300
0
w FOR NLY VV 0
N REVIE ~ T FOR CONSTRUCTION NO ,
ca e =
.M JOHNSTON COUNTY NC
m
N NOIE.~ All WETUNDS ARE CONTAINED /N 1HE R/PARG4N BUFFER -
A 1_ AND pPEN SPACE, DALTON ENGINEERING - =
I
& ASSOCIATES, P.A.
L 4 Y ~ L N ~ 446 EAST MAIN STREET
i
n A. IV'" P.O. BOX 426 R CONSTRU
0 Nor FO VI 550-4741 FAX CLAYTON, NC 27520 p
0
REVISION 002 - 10 26 2001 - ADDED SWIFT CREEK BUFFS JOB: 01023 DATE: 9/19/01 REVISION: 002
REVISION 001 - 10/11/2001 - REVISED TYPICAL ROAD AND WEEK BUFFER
4 L ROAD A AND CUL-DE-SAC CROSSECRONS TO REFLECT 4:1 SLOPES PER JOHNSTON COUNTY UTILITIES FILE. PRELIMINARY ~ DRAWN: DBL SHEET: 2a OF 9 a

~ I 50' RIPA ~ ;
R/AN BUFF ER 80' - 42" R, C. P, ®W/TN (2) F. E S 1, 709
DA = 28.47 ACRES
e, , INV, IN - 202, p8 INV, OUT - 200, 72
, ; ~
o ~
p ~ 72' - 24" R.C.P. 4 5.80%
~ ~ DA = 6.59 ACRES
INV. IN - 210, 98
INV. DUT - 206.80
O ^ N N 0 M ZO O~
p ~ n/ .r O ~ ~ ; r ~ M ~ ti
6 X 90' BEND o - , , FIRE HYDRANT ~ ~ ~ 210 + ~ ~ ~ , ~ 21S
; - ti~ ASSEMBLY ~ ~ . - o P - •
• 22 22 ~ 0 11 0 ~ ~ ' - - " - II ~ ~ ; O ~ ~ .
r - 230 -o STR~- ~ ~ N ~ ~ ` , ~ ~ i ~ ~ I ~ ,
~ - s.. - _ e,- r ~ ~ I , I I ~I
- R~- - - ~ - ~ ~ ~VI I of I i I ~ I I ~ '
- - ~ - . ~ I , ~I I I ~ I I ~ ~ ~ Y i ~ O,
~ - , . - - 2 - (h ~,O - • . • ~ I ~ I ~ O ~ I ~,O ~ O I
,A,rr 5. - - ~ ~ ~ - . ~ - Z~ , - ~ ~{~S ~ ~ I I I GI O I ~ d• -~1_S~1j ~ I O I ~ N I
2 II - ~ r- R, I d `UNEI ~ 6, Pl/C WATER ,
r - ~ s TEE - - 3U~~ ~ ~ -R- ~ 2 R, s
~ 3 6 GATE I/AL t/ES 6~ - ~ - o ~ _ ~ ~ i i I ~ ~ 3 ~ ~ / ~ I I
` ~ . ~ - - V I I I ~ ~ ~ 1 ~ ~ . ~ it ~ ~ ~ ~ r. h ~ I 1 i ~ Uj
N ~ ~li it ~ ~ ~ N '
- x 2 W - ~ N . STA, 6+74,18 = ° N i ~ p - o ~ N~ ~ ~ 6 X 6 TEE
S ~ 5 p ~ STA, 15 91.20 - ~ ~ F/RE HYDRANT ~ o ~ ~ ~
-^Q- ~ ~ ~ ASSEMBLY ~ J 4.' 1 FILL SLOPES J No ~ 1S0 ~ ~
W 0
~ Q e ~
w- ~ ~Q
~ Qe
6 X 6 TEE ' 230 o
FIRE HYDRANT , o h h
ASSEMBLY -
0
2~ ~4 ~
0

r ~ ,i SCALE.' 7 " = 50'
~ ~ ii ~ i, O'', i ~I ofI ~ r,~, N~ N~ ~J r~~ p BFI Op h ~D ~ ~0j ~ O ~I~ N ~0 ~ ~ ~ ~ ~ h; .l N . I . ! .I N~~
~ h N N h h ~I co h~ ~ p~ of h ~ ~ ~ ~ ~ ~ ~I h~ ~ ry ~ N' ~ Qi N~~oO ~ NI ~I ~ O O' O' O~ Oi: O', OI O O~ O O O O ~ ~ ~ ~ ^ ~
N' N ~ ~ ~ ~ ~ ~ ~ t I N! N N' N N N N N N N~ N' N N N, N; N~, N N N N N' N N N N N~ N~~,N N~ N''~ N N N Ni N~ N N N N N ~ ~ r I N N~ N N' N', N, N'~~, N N I N N~, N I N N I N N N N N N N N N N, N
I ~ i 250.00
250.00' ~ i
i I 1 i
i 4 0.00' + .20% 35.00 .50% 200.00 ~ -5.009' 0 ® 2 300.00 ®-4.909 200.00 I~ +0.609 250.001 ~ +5.609
I i I
1 I !4. 2 0 00 ~
240.00 '
' ''250.0 ' V. C. 150.00' V.C. ~ ~ 250.00 V.C. 200.0 V, C, ~ 150.00 V.C. 250.00 V.C.
- K='5.21 K= ,~3, 33 K- ~ 34.72 ~ v I K = 36.36 K = 30.00 K = 37, 31 ~ ~ ~
V V i I ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~
~ i
230.00 230.00
i
i I ~ ~i
D RAL GROUN i NATO ~ I i ~ I ~ j ~ ~ j
i,
220.00. ~ ~ ~ 1 i - ~ I 1220.00
-.-I , 1 1
_ _ 6 p~C ' I,
i ~ ~ lNE OF, ROADWAY • ' • R ~/NE , •R ~/N , ~ ~ I I M/NjM ! ,
~ ! i ~ ~ • Utij CO • ~ MFR) , ,
~ I • I 210.00
210.00
~ i 24 R.C.P.
~ ~ i, I /
20 - 6 D.1. WATER LINE ~ ~ i • ~ ~ ~ i
I ~ UNDER' STORM DRAINAGE i ~ ' 2 ~ 200.00
200.00 ~ ~ ~ i ~ I 42 R, C, P, I i,
V ! ~ ' i i i ~ I
'i Q ~ i ( ~ , ~ , ~ ~ ~ ~ 20' - 6" D,l, WAT£ LINE I, j I ~ O OI i
W o o UNDER STORM DRAINAGE ~ O ~ 1
0 0 i, o I o 0 o o o o ~ 190.00
190.00 N ! ~
~ ~ o ~rn I ~O V ~N "~N ~ W N I ~ I N~ i I ~ I O O I
N I _ N ~ N QN ~ ~ Q QN I N ~ li Q
O Q ' ~ ~ ~ I~ I W'~ ~ p ~ ~ ~'I ~ ~ ~ II i ~ II I ~
~I ~ ~ ~ Z I i ~ , ~ ~ i ~ ~ J ~ ~ 180.00 I ~W ~ ~
180.00 ~ W i
o ~ i I ~ ~ °0 0 0 ~ ro ~ I i i
o h o I i i ~ ~ o I I ~ I i, ~ ~
o ~ ~ ~ 170.0 0
170.00 ~ ~ o ~ 1
~ I ~ Q li Q Q Q I i ~
~ ~ ~ I I ~ ~ I~ N ~ c0 00 r I r ~
~ I, ~ ° i N. ~n ~ ~Di N) N, 00 ~ ~ N r ~D in I t0 ~ 0~ ~ N N ' I~ ~ ~ ~I 00 0
d• ~ I ~ ~ ~ ~ N ~ t0 • ~ i pp N' ~ ~ O. ~ O O O O i ~ I w !160.00 N i N ~ N N; N~ NI ~ N~ m
1 O.OO ' i ~ N N Ni N N' N' N N 6 y v
+ 4+00 5+00 6+00 7+00 8+ _ 1 +00 2+00 3 00 1 +00 0+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 a N
NLY 0 IEW REV
NOT FOR CONSTRUCTION ° o
z
SCALES• > - 3
1 = 50 HOR
7 " = 7 0' I/ER 3
DALTON ENGINEERING o
& ASSOCIATES, P.A. ~ o
°
446 EAST MAIN STREET //11r1~GCl1 m
P.O. BOX 426
c"i
MALLA MLLARDS RIDGE SUBDIVISION CLAYTON, NC 27520919)550-4741 FAX
?OHNSTON COUNTY, NC
JOB: 01023 DATE: 9/19/01 REVISION: U-i
FILE: RCP01002 DRAWN: DBL SHEET: 5 OF 9

8ASE0 ON N. C, D, ED ON N. C, D. 0. T. DESIGN STANDiaROS OF UTILIZING 4:1 THE AREA OF RIPARIAN BUFFER WHICH CONTAINS THE PIPE
F/LL SLOPES WIT, ' LENGTH OF PIPE WOULD CROSSING HAS BEEN DENOTED WITH A BOLD LINE. THIS SLOPES WITH GUARDRAIL, 106
BE REQUIRED FG REQUIRED FOR THE STREAM CROSSING. THE PIPE AREA CONTAINS 8, 609.18 S. F., OR 0.20 ACRES.
CROSSING WOULL ' OF STREAM BED. SSING WOULD DISTURB 106
80' - 42" R. C. P. ~ WITH (2) F. E S. 1.709
50' R IP,gRIA BUFFER DA = 28.47 ACRES
' ~ AL ~ , ALL EMBANKMENT FILL GREATER THAN 7, INV IN - 202.08
A. Q ` ~ CE AS MEASURED FROM ROADWAY INV. OUT - 200.72
; ~ DI CENTERLINE TO INVERT, FOR ALL STORM NO INLET PROTECTION REQUIR DRAINAGE PIPE CROSSINGS SHALL INSTALL
0, , w Gl GUARDRAIL TD D, 0. T SPECIFICATIONS OR
' ; ~ ~ 72' - 24 " R.C.P. ®5.809 BI BE AT 4;1 SLOPE OR FLATTER,
0, , ~ ~ ~ ~ ~ DA = 6.59 ACRES
' 1NV IN - 210.98 ' SEDIMENT FENCE
INV. OUT - 206.80
' 0 Zp0 h v _ ry0
O ~ N 1 \ ~ ~ ~ U ~ n ~ 21
6 X 90' BEND o0 ; ~ ~ ; i ~ : ~ " • + 0 o ~ S°
FIRE HYDRANT x 2~ ~ - 0 0 - , ~ - • ti „ . I, ~ ~ ~ ~
ASSEMBLY 2p "o; " 0 II ~ - - - - N O ~ \ ~ -
~ ~ ~ ST , , ~ ~ N ~ to !n ~ ~ \ 1
~ ~ 230 R ET,% , . . 2 - - 'S . . . - 0~ . \ 1 ~ i I ' .J I ( ( ~ \ 1 I V~ ~ O I I 1 1 \ 1 ` I II 1Q. i \
_ - • •
' 0 1 o ; ; ~ , . _ _ , 1 1 1 ~I 1~ I ~ ~ 1 I I A V 1 , I ~ 1 ~ ~ I v
~ - - ~ ',o 2 - . . • • 1 ~ 1 I ~,Q l ~ Q ' ~ \
S, - - 21 ti~ 0 1 • 1 1 1 I a 1 m ` ~ 1 ~ ~ I ~ i N 1
- ~ 2 T o , . ~ u . R, ~ I ~ a R`~LINE'~
2 ~ ~s . ~ ~ s TEE • c, s x . , ~ - 3U J , + \ 1 1 3 1 ;
o _ 2 _ _ R R, J' + 3-6 GATE SAL DES - -kci- 6, ~o ~ v , ~ ~ , ,1 1 , 1 1 ~ o
. ~ . ~ ~ 1 I ~ h ~ I I 1 , G) N ~
_ W `,3 ' ~ ~ ~ 225 - ~ - ~ . x o h ~I 1 1 ~ N N 1 1 ~ „
~ -Q = STA, 6+74,18 = N ~ ~ 0 6 X 6 TEE _ ~ N HYDRANT 4,18 ~ FIRE
2 ~ ~ 5 +91,20 2S p ~ STA, 15 o X1,20 ASSEMBLY
- a ~ 1 o so
a.•• • e DIMENT TRAP SE 4.• 1 FILL SLOPES
~ - -
LEl/EL SPREADER ~ ~ ~ ~
„ ~ ~ W RIPRAP OUTLET PROTEC IDN J ~ ~ ~
6 X 6 TEE 30 , ~ 2 ~ ~ ~ ~ ~
FIRE HYDRANT , ~ m e ~
ASSEMBLY - o ~ e
a ~ ~ ~ ~ e
0 ' 2~ u
40 0 ~ ~ h ,
~ 0 h
~ » = 50'
~ SCALE.
~ o ~ ~ ~ ~ rn N ~ ~ ~n ~ r\ ~ ro ~ o r\ ~ ~ ~ ~ ~ ~ o ro ~ ~ ~ h rn O N O ~ N ~ ~ ~ N ~ N o O ~ ~ o~ ~
~ O h N ~ NI ~ h "1 N N ~ N~ O ~ N ~ h ~ ~ .~~I O ~i N ~l ~ h ~ i ~ ~ ~ ~ I ~ ~ ~ h ~ I ~ ~ ~ ~ ~ III N N ~ ~ ~ ~ ~ O O O O O O O O O 0 0 O O
N N N N N N N , ! I N N! NI N N N N N N N N N N N N N N N N N N N N N N~ N N N N N N N N N N N N N N N N N i
N N N N N N N N N N, N NI N N N N, i ~I ; I, ~ ~I 250.00
250.00 i ~ ~ ~ -
i
' - 200.00' -5.009 400.00 ©+2209 _ .509 35.00 C~ 300.00' ®-4.909 200.00' (0.609 250.00' 4 (5.609
i I 'I
i ~ ~ I 240.00
~ ~ 240.00
250.0 V.C. 250.00 V.C. 150.0. V.C. 0 .0 ' V. C. 150.0 ' V. C. ! 25 .00' V.C. 20
' = 3.33 I K = 34.72 K = 5.21 i K 3 ~ V V K = 6.36 K = 0.00 K - 37.31 r~
V ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~a ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ 230.00
230.00 ~ i
i

I RAL GROUND ~ ~ NAT ~ I

I i 220.00 I i I ~ i 220.00
u
~ • C NT _ . C Wq w
~ ERLINE 0 ROADW ' . ~ T ~ - . R ~/N ~ qY I I E ~ ~ R I . NE (O" , i
i. ~ , ~ i ~ I i /ill/tijU,l~
. ~,°0 R 10.00 ~ 2
210.00
I I I . ~
24" ~~C.P. i ~
> ~ 20 - 6 D.l. WAT ,R LINE I
i I i UNDER STORM DRAJYVAGE Z 200.00
200.00 A,LL EMBANKM NT FILL GR TER THAN '
~ ~ ' 42" R.C.P. A~S MEASURED] FROM ROAD AY
v ~ i I NTERLINE T' IN~ERl; FO ALL STOR 20' - 6" D.l. WAT LINE
A/NAGE PIP CROSSINGS SHALL INST LL o UNDER STORM DRAI AGE p
W o I o ~j o G ARDRAIL TO D. 0. T. SPEC FICATIONS 0 0 0 0 0 190.00
~ o i 190.00 I o AT 4:1 SL : PE OR FLA ER. ON N~
~ ~ r,~ N I i ~ O V ~N ~ W N O O
~ N .N ~ ~I QN QN QN
III i III I I i WI ~~I III III
3 ~ ~ ~ ! ~ ~I W ~ ~ I Z' ~ ~ ~ ~ 180.00
180.00 ,J I ~W I ~W ~W I ~W
I ~ I i i I ~ O O V ~ ~ I
O O O i ~
o ~ I _ o ~ i i ~ ~ o i ~ ~
~ ~ o ~ i 0 0 I ~ ~ ~I 170.00
170.00 ~ i o
Q Q Q ; ~ I Q ~ ~ ~ I ~
~ ~ ~ i ~
c0 ~ r~ N 00 to N i ~ r N tp 00 I~ r ~ r N c0 ~ ~ c0 0
~ pi ~ N i N N N' N N N Nl NI ~ DO cV cV f~ 00 ° r. ~ 0 ~ ~ r- r 16 0. 0 0 N
1 60.00 N I i ~ N N N N N N N ° 0
6+00 7+00 - 2+00 3+00 4+00 5+00 9+00 10+00 11 +00 12+00 13+00 14+00 m 8+00 N
1 +00 0+00 1 +00 °
°
0
Z
SCALES; _ >
" = 0' HOR - 1 5
7 " _ ~ 0' i/ER m 3
DALTON ENGINEERING D N
& ASSOCIATES, P.A. ° °
nn A I"11//A 1 n w niii~ ~i n ~ ~T~~ 1T1/ /"~/'1Alr'Tl")I lI'~T!/lAl ~I A/C'` ~1 1`1 °
KVHUWH MAL JHUWHI CY (,111L11 T o~ lV.D/lT(lC./lVIV /'Lfi/Vo VJo~Gw PUGS` C446 EAS MAIN
P.O. BOX LAONT C 2627520 STREET 919 3 550-474 FAX o
MALLARDS RIDGE SUBDIVISION tio
?OHNSTON COUNTY, NC
JOB: 01023 DATE: 9/19/01 REVISION:
FILE: RCP01002 DRAWN: DBL SHEET: 5 OF 9 CD-