20021182 Ver 1_COMPLETE FILE_20020725

11
W,4 T? Michael F. Easley, Governor
D"'O 9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
?
, Alan W. Klimek,. P.E. Director
> Division of Water Quality

November 14, 2002
DWQ# 02-1182
Johnston County
Mr. Lanny Clifton
President, Son-Lan Development Company, Inc.
5160 US Highway 42
Garner, NC, 27529
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Conditions,
Wetland Restoration Program
Dear Mr. Clifton:
You have our approval, in accordance with the attached conditions, to place fill in 192 linear feet of perennial streams
and to impact 7,353 square feet of protected Neuse Buffers in order to construct the Waverly Point Section IV Subdivision in
Johnston County, as described in your application received by the Division of Water Quality on July 25, 2002, and in
additional correspondence received November 4, 2002. After reviewing your application, we have determined that this fill is
covered by General Water Quality Certification Number 3375, which can be downloaded from our web site at
http:Hh2o.enr.state.nc.us/ncwetlands . This Certification allows you to use Nationwide Permit Number 14 when 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. 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 ;
2. The culvert must be designed, constructed and placed to allow aquatic life passage;
3. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for the
impacts to streams. In accordance with 15A NCAC 213 .0402 and 15A NCAC 2B .0242(7), this contribution will satisfy
our compensatory mitigation requirements under 15A NCAC 2H .0506(h) and 15A NCAC 2B.0233(10). Until the
Wetland Restoration Program receives and clears your check (made payable to: DENR - Wetlands Restoration
Program), stream impacts (including fill) shall not occur. Mr. Ron Ferrell should be contacted at [phone] if you
have any questions concerning the Wetland Restoration Program. You have one month from the date of this
Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 192 linear feet of
perennial streams in the Neuse River Basin, Cataloging Unit 03020201, and 192 linear feet of stream mitigation is
required. Please be aware that the Wetland Restoration Program (WRP) rules require rounding of wetland impacts to
.the nearest foot (15A NCAC 2R .0503(b));
4. An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC
2B .0233 (5).
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
I P,
Customer Service
1 800 623-7748
5. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
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 6714, Raleigh, N.C.
27699-6714. 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 call Steve Mitchell in our Raleigh Regional Office at 919-571-4700 or Cyndi Karoly in the Central
Office at 919-733-9721. Questions regarding stormwater should be directed to Todd St. John at 919-733-9584.
Sincerely,
_ Klimek, E.
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Neal Floyd, 7908 Audubon Drive, Raleigh, NC, 27615
021182
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H.0500, Mr. Lanny Clifton of Son-Lan Development Company, Inc. has permision
as outlined below to fill 192 linear feet of perennial streams in order to construct two road crossings associated with the
Waverly Point Section IV Subdivision in Johnston County, North Carolina. All activities associated with these authorized
impacts must be conducted with the conditions listed in the attached certification. THIS CERTIFICATION IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT
WETLAND RESTORATION PROGRAM
LOCATION:
COUNTY:
BASIN/SUBBASIN
Impacts:
192 linear feet of perennial streams
Waverly Point Section IV Subdivision
Johnston
Neuse (03-02-02-01)
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for
the above impacts through the restoration, creation, enhancement or preservation of wetlands as outlined below prior to
conducting any activities that impact or degrade the waters of the state.
Mitigation:
192 linear feet of perennial streams by W RP
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program must be rounded
to the nearest foot and acreage requirements must be rounded to one-quarter acre increments according to 15 2r
.0503(b).
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment
of a fee to the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this form and mail it
to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be
sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU
RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION
PROGRAM.
Signature
Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
Re: [Fwd: [Fwd: Waverly Point Subdivision, Phase IV and V, Johnston Co., 02-1182]]
Subject: Re: [Fwd: [Fwd: Waverly Point Subdivision, Phase IV and V, Johnston Co., 02-118211
Date: Thu, 14 Nov 2002 09:52:14 -0500
From: Cyndi Karoly <cyndi.karolyC ncmail.net>
To: Jeff Jurek <[e-mail]>, "cyndi.karoly" <[e-mail]>
Jeff - yes, the Corps has already issued the 404 (of course it's not valid until we
issue the 401, however). There was no stream mitigation needed for the 404, so all
the project needs is 192 feet of stream mitigation for the 401. It's the Waverly
Point Subdivision, Phases IV and V, in Johnston County. The cataloging unit is
correct. The contact person is Neal C. Floyd & Associates, Inc., 7908 Audubon Dr.,
Raleigh, NC, 27615. His mobile # is 422-6745, office # 919-870-7865.
Thanks for your help with this confusion.
Jeff Jurek wrote:
> Cyndi, 1st question is, has the Corps issued a permit for this 192 feet
> of stream. If they are involved, the permittee will have to have WRP on
> the 404 also. If you email all the info pertaining to the impact (I
> assume catalog unit 03020201, Johnston Co; I need his address), we will
> then send acceptance letter to permittee, you guys and Corps.
> ------------------------------------------------------------------------
>
> Subject: [Fwd: Waverly Point Subdivision, Phase IV and V, Johnston Co., 02-1182]
> Date: Thu, 07 Nov 2002 10:48:28 -0500
> From. Cherri Smith <[e-mail]>
> Organization: NC DENR DWQ
> To: Jeff Jurek <[e-mail]>
>
> Can we go ahead and accept?
>
-----------------------------------------------------------------
> Subject: Waverly Point Subdivision, Phase IV and V, Johnston Co., 02-1182
> Date: Thu, 07 Nov 2002 10:35:28 -0500
> From: Cyndi Karoly <[e-mail]>
> To: [e-mail], [e-mail]
> Cherri - I just got off the phone with Neil Floyd, the consultant for
> this project. He was clearly very confused about how to figure out his
> mitigation requirements for this project. He says he asked you
> personally and you gave him a verbal to "go ahead" which of course
> doesn't sound credible, and he also can't name any of the other DWQ
> people he talked to about this project. However, at some point he did
> actually get a letter addressed to his client, Son-Lan Development, from
> WRP and signed by Ferrell, approving 34,143 square feet of buffer
> mitigation for this project. There is no buffer mitigation required at
> all for this project; however, he does neet 192 linear feet of stream
> mitigation. We had written to the developer expressly noting the stream
> mitigation requirement. Is it acceptable to you guys to issue this 401
> with 192 linear feet of stream mitigation from the WRP? Please note
> this project is in Johnston County, not Wake.
> Thanks, as usual, for tolerating another weird situation.
> ------------------------------------------------------------------------
> Jeff Jurek <[e-mail]>
> Jeff Jurek
> <[e-mail]>
1 of 2 11/14/02 10:36 AN
Re: Waverly Point Subdivision, Phase IV and V, Johnston Co., 02-1182
Subject: Re: Waverly Point Subdivision, Phase IV and V, Johnston Co., 02-1182
Date: Thu, 07 Nov 2002 11:15:02 -0500
From: Cherri Smith <[e-mail]>
Organization: NC DENR DWQ
To: Cyndi Karoly <[e-mail]>
Hi Cyndi,
Yes, Neil Floyd is confused. He sent us a written request with all of the
buffer impacts laid out so that's why we sent him a letter saying we would
accept those impacts. I can't imagine that we wouldn't accept 192 linear
feet of stream, but I still had to forward your email to Jeff for
confirmation. Jeff is the official keeper of all requests'-for payment for
stream and wetland impacts. He will be back in the office this afternoon
and will hopefully get back to you at that time.
Cherri
Cyndi Karoly wrote:
> Cherri - I just got off the phone with Neil Floyd, the consultant for
> this project. He was clearly very confused about how to figure out his
> mitigation requirements for this project. He says he asked you
> personally and you gave him a verbal to "go ahead" which of course
> doesn't sound credible, and he also can't name any of the other DWQ
> people he talked to about this project. However, at some point he did
> actually get a letter addressed to his client, Son-Lan Development, from
> WRP and signed by Ferrell, approving 34,143 square feet of buffer
> mitigation for this project. There is no buffer mitigation required at
> all for this project; however, he does neet 192 linear feet of stream
> mitigation. We had written to the developer expressly noting the stream
> mitigation requirement. Is it acceptable to you guys to issue this 401
> with 192 linear feet of stream mitigation from the WRP? Please note
> this project is in Johnston County, not Wake.
> Thanks, as usual, for tolerating another weird situation.
1 of 1 11/7/02 2:55 Pb
Waverly Point Subdivision, Phase IV and V, Johnston Co., 02-1182
Subject: Waverly Point Subdivision, Phase IV and V, Johnston Co., 02-1182
Date: Thu, 07 Nov 2002 10:35:28 -0500
From: Cyndi Karoly <[e-mail]>
To: cherri.smithCncmail.net, [e-mail]
Cherri - I just got off the phone with Neil Floyd, the consultant for
this project. He was clearly very confused about how to figure out his
mitigation requirements for this project. He says he asked you
personally and you gave him a verbal to "go ahead" which of course
doesn't sound credible, and he also can't name any of the other DWQ
people he talked to about this project. However, at some point he did
actually get a letter addressed to his client, Son-Lan Development, from
WRP and signed by Ferrell, approving 34,143 square feet of buffer
mitigation for this project. There is no buffer mitigation required at
all for this project; however, he does neet 192 linear feet of stream
mitigation. We had written to the developer expressly noting the stream
mitigation requirement. Is it acceptable to you guys to issue this 401
with 192 linear feet of stream mitigation from the WRP? Please note
this project is in Johnston County, not Wake.
Thanks, as usual, for tolerating another weird situation.
0 11 !P/,V(?_
Ln _,_s 01-1-, r'fi L0
1 of 1 11/7/02 10:35 AM
O? WATF Michael F. Easley, Governor
`O? RQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
0) ice-- Alan W. Klimek, P.E. Director
>_ y Division of Water Quality
September 20, 2002
Mr. Son-Lan Development Co, Inc.
5160 Highway 42
Garner, NC
Re: Permit Application for proposed Waverly Point Subdivision in Johnston County
DWQ No. 021182
Dear Sir:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for making
an informed permit decision. The permit application was deficient in the following areas:
• The project as designed will result in impacts to 200 linear feet of streams. The application does not have any
mitigation proposal. Please provide a proposed mitigation plan for the anticipated impacts. In addition, we
recommend that you contact the North Carolina Wetlands Restoration Program at 919-733-5208 to see if they
are willing to provide mitigation for the referenced project.
Therefore, pursuant to 15A NCAC 2H .0507(a)(5), we will have to place the permit application on hold until we are
supplied the necessary information. Furthermore, until the information is received by the NC Division of Water
Quality, we request (by copy of this letter) that the US Army Corps of Engineers place the permit application on
hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have any questions or
require additional information, please contact John Dorney at 919-733-9646.
cc: DWQ Raleigh Regional Office
US Army Corps of Engineers Raleigh Field Office
File Copy
W. Klimek, P.E.

^"7
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748
QF NIA7, Michael F. Easley, Governor
?
0 G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
CO ? Alan W. Klimek, P.E., Director
-{ Division of Water Quality
o ?
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: Fax #:
Company: Date:
Number of pages including cover sheet:
Notes or special instructions:
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/newetlands
_.
11
11/05/2002 09.24 9195504741 DALTN ENGINEERING PAGE 02
DtlG NURP 919 733 5321 10/24 '02 15.59 N0.393 p2lo2
North Carolina
Department of Enviroammt and Natural Resources
MikhW F. Easkr, Governor A*A .
W iAMattt G. Roll Jr., Secretary NCDENR
October 15, 2002
Soil-Lan Dcveloprnent Company inc.
5160 Highway 42 west
Gamer, NC 27529
Dear Mr. Floyd
Subject: Project: (Waverly point)
County: Waite
The purpose of this letter is to ncitity you that the North Carolina Wetlands Pestortttion
Program (NCWRP) is willing to "I payment for riparian buffer IMpttcss associated with the
aubjcct project. Please note that the decision 67 the NCWRP to XOWt the riparian buffer
tnitip,don requirements of thin project dots not assure that WS payment will bC approved by
the N.C. Division of water QvAlity Wcdands/401 Unit. It is the respWsibWty of d)e applicant
to contact this agt:ncy to dotetmine if payment to the NCwpp for impwu associated with this
project is appropriate. In some cases, on-site mitigation may be requined so that payment to t1u
NCWRP is not an option.
This acceptance is valid for SiX months from the date of this totter. if we have not
received a copy of the issued Authorization Certificate within this time frame, this acceptance
will expire.
Based on the infoa nation supplied by you in a letter dated September 24. 2002 the
riparian bulft:r reglora #1taL Is necessary to satisfy the CvttapottsRtory unitization mQuiternent
for this pap r,s 34,143 sq Meet. This ripatriatt bufFOr Mitil,ation will be petforttasd in
accotdaeoe wi 02B.0242, 02B.0244, and 02B.0260.
If you have any questions or need additional intontiom please contact Rots FW011 at
[phone].
Ronald E. Fetnll
Program Manager
cc: Rob Ridings, Wwlatt W401 Unit
1'; te. ,
wetlands Rostoradoo Program 1,619 Maul Serv#ee Center RaW9k NC ZIM.1619
[phone] Fax. [phone]
11/05/2002 09:24 9195564741 DALTN ENGINEERING PAGE 03
UGL La Ue IJljaan „r.a •.. , a..a.. „...?.. - - ---- . -
.a
Neal G. Floyd & Associates, Inc.
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+2,2-,6745 -Vk*61Q
7408 AUDUSON DR. / RALEIGH. NORTH CAROUNA 27615 / 91947(1 MN5
?' UU.ti 1
021182''
Wednesday, July 17, 2002
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 Waverly
Subdivision Phase 5, located off SR 1528, Johnston County, NC.
Truly yours,
Lan y Clif7,President
Son-Lan Development Company, Inc.
n ,
t
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/,
• 4 1
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t ¦
•
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1 $00 ? ? ? /
0 • •• • 00
WAVERLY PoiNT, suwVisroN - PNAsE .5
SCALE f = 1000
U. S. C.S. OUADK4N6LE EDMOND5014
u?
O

'as.J?J .
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1.
11
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:
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:
Applicant Information
1. Owner/Applicant Information
Name: San-Lo-n Co Tir c.
Mailing Address: h2Q rrln?,.)0.•t 42-
6k>c - C.
Telephone Number: 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/applicant.)
Name: d
Company Affiliation: "eA C4 6k-44 .' .
Mailing Address: :TA
Telephone Number: g22-:474. ?
E-mail Address:
Fax Number: 839 S
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: wau4T J?J
2. T.I.P. Project Number (NCDOT Only):_
3. Property Identification Number (Tax PIN):44 64°
4. Location
County: ?U?As Nearest Town: ', ` t/
Subdivision name (include phase/lot number): t
nirartinnc to cites tinrimiP rnnrt niimhPrc ianrlmnrke Ptr I-
S
6. Describe the existing land use or condition of the site at the time of this application:
_WP_SAA&
$It
7. Property size (acres):
-- 2.544 Q_1;?ft_s
8. Nearest body of water (stream/river/sound/ocean/lake): 40_ (YW t'e.
9. River Basin: 04_Lk
(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/adniin/maps/.)
Page 4 of 12
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.)
10. Describe the purpose of the proposed work: rO crossky\q
1 ] _ List they type of equipment to be used to construct the project: 444.r-00a '
eAt.AA r
-?- T
12. Describe the land use in the vicinity of this project, WOCA6AC" Qq('t wol
k_ k
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. g
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 xf. the exclusion of this work from the ci rrent
application: ?+ f?,t3?V+ a* 1S Ot AAV r ?'? ;
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
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland*
f 2? 1%?
5 lg4sr-

I
i

' List each impact separately and identify temporary impacts. impacts include. but are not umtted to mechanized cieanne. grading. tut.
excavation. flooding. ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate flaps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616. or
online at htip::hv\k\A,cma.eo\.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh. forested wetland. beaNer pond.
Carolina Bay, bog. etc.) ; t
t?0440 , a-^ ?
166
List the total acreage (estimated) of existing wetlands on the property: f.t
a- AA?
Total area of wetland impact proposed: Ci?fe,?
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact*

u Length of
Impact
(linear feet)
016
Stream Name* *

t c r'oo. Average Width
of Stream
Before Impact Perennial or
Intermittent'? t
(please specify)

I
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap.
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after. and net lossigain).
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 tributan) 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
\?NF+.dw_s.2o%. Several internet sites also allow direct download and printing of USGS maps (e.g.. N??%?%AOPAIYOmr.:ont.
x%)%%t.nrt t uest.cunt, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: ICI z
A*A
Page 6 of 12
1 Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact

Site Number
(indicate on map)

Type of Impact* Area of

impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
?ake, pond, estuary, sound,
( p
bay, ocean, etc.)

I
I

i

List each impact separately ano taenmy temporary tmpacu. unpacu ni<<uuc. uut u« glut I. M.- lV.
hooding. drainage. bulkheads. etc.
4. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): [] uplands n stream wvetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
terhnirntee in he followed during construction to reduce impacts.
Page 7 of 12
V111. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of'
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http:;,'h?o.enr.state.nc.us/ncwetlands/strm?ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view.
preservation mechanism (e.g., deed restrictions, conservation easement, etc.). and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements- Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at Nip: h'u__en.r,statr_nc us.mi in,te\.hnn. It'
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: 4-^ rex %,red E ttAJV4
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/ state/local)
land?
Yes No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NFP, S1:PA)''
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes [] No n
If yes. has the document review been finalized by the State Clearinghouse`? If so, please attach a
copy of the N EPA or SEPA final approval letter.
Yes [J No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must. be listed herein.
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will 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 Y-
Yes [] No n 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. I

Zone* Impact
(squar feet) Multiplier Required
Mitigation
1 4412SF141Z4 3 i 3 30
2 sr- 2 1.5 ?-( 1-( 1 ) ,
Total -7 3-0 (o 7-3 ("c.(--7,
? ?3-7-.-),
,?,- l D -?, -
' Zone I extends out 30 feet perliendicular from near bank of channel; Gone Z extenas an
additional 20 feet from the edge of Zone/ ?I.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation'
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within I5A NCAC 213 .0242 or .0260.
Xl. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
rtnxzrnctraam from tha nrnnPrty
X11.
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
X11I. 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] No 1:1
Page 10 of 12
Sewage Disposal (DWQ 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).
7 i8joz
Applicant/Agent's Sign66're Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Armv Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page I 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]
[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 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])
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
A 'NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL
July 8, 2002
Son-Lan Dev. Co., Inc.
5160 Hwy 42 West
Garner, NC 27529
ATTN: Lanny Clifton
RE:
Project Name: Waverly Point Ph 4
County: Johnston
Submitted by: Dalton Engineering
Date Received: June 14, 2002
Date Processing Initiated: June 14, 2002
Watershed: Neuse #1/03-04-02
New Submittal (X) Revised ( )
Dear Mr. Clifton :
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find
the plan to be acceptable and hereby issue this letter of approval. If any modifications,
performance reservations, or recommendations are applicable, a list is enclosed and is
incorporated as a part of this letter of approval. The enclosed Certificate of Approval should be
posted at the job site. In addition, it should be noted that this plan approval shall expire three (3)
years following the date of approval, if no land-disturbing activity has been undertaken, in
accordance with Title 15A, North Carolina Administrative Code (NCAC) 413.0029.
If any modifications are not incorporated into the plan and implemented in the field, the
site will be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina
General Statute (NCGS), 113A-61.1).
15A NCAC 413.0018(a) requires that a copy of the approved plan be on file at the job site.
Also, this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to perform
periodic inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this
project it is determined that the Erosion and Sedimentation Control Plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through
66), this office may require revisions in the plan and its implementation to ensure compliance
with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone]. FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
Lanny Clifton
July 8, 2002
Page 2
Acceptance and approval of this plan is conditioned upon your compliance with
applicable federal and state water quality laws, regulations and rules. This could include the
Division of Water Quality under stormwater or other specific water quality standards, and the
U.S. Army Corps of Engineers under Article 404 jurisdiction. Our approval does not supersede
any other required permit or approval.
Since this project disturbs five or more acres, one such approval relates to the
stormwater that will discharge from your project. This runoff is permitted pursuant to the
National Pollutant Discharge Elimination System (NPDES) administered in North Carolina by the
Division of Water Quality (DWQ). Attached is the General Stormwater NPDES Permit,
NCG010000, as revised October 1, 2001, covering your activity. You are responsible for
complying with the General Permit requirements and are subject to enforcement by DWQ for
any violations of the General Permit.
Due to the location of this project, it should be noted that a rule to protect and maintain
existing buffers along watercourses in the Neuse River Basin became effective on July 22, 1997.
The Neuse River Riparian Area Protection and Maintenance Rule (15A NCAC 2B .0233) applies
to all perennial and intermittent streams, lakes, ponds and estuaries in the Neuse River Basin
with existing vegetation on the adjacent land or "riparian area". In riparian areas with existing
vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits land disturbance
or new development within the first 30 feet of land next to the water (the remaining 20 feet of the
total buffer must be revegetated upon completion of any proposed land-disturbing activity). In
riparian areas with existing vegetation that is less than 30 feet wide, the rule prohibits land
disturbance or new development within the area that contains the existing vegetation (but not the
entire 50 foot riparian area). For more information about this riparian area rule, please contact
the Division of Water Quality's Wetland/401 Unit at 919-733-1786, or a Division of Water Quality
representative at this regional office.
Please note that this approval is based in part on the accuracy of the information
provided concerning financial responsibility. You are requested to file an amended Financial
Responsibility Form if any changes become necessary. In addition, it would be helpful if you
would notify this office when the proposed land-disturbing activity covered by this plan is
initiated.
Your cooperation is appreciated and we look forward to working with you on this project.
If there are any questions, please do not hesitate to contact this office.
Sincerely,
/M611--sharawneh
Asst. Regional Engineer
Land Quality Section
AA:clm
cc: Roger Allen, Dalton Engineering
Mr. Ken Schuster, P.E., Division of Water Quality
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MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Waverly Point Section IV County Johnston
Project Number 02 1182 County2
Recvd From APP Region Raleigh
Received Date 7/25/02 Recvd By Region
Project Type road crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
.OS 192.00
14 Waters P7 (O N F 27/43/12 I ` NSW 30,402.
FO- F
NBR Buffers O Y 'O N F_F_F__1_- 30,402. x.16 F_- F_ F_
-QY ON F__F_F___F__F_F_F_
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? p Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? p Y O N Recommendation: Q Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
cc: Regional Office
Central Office Page Number 1
Comments:
Based on previous impacts and the fact that the new impacts to p rrenial stream is almost 200 feet
MITIGATE> Will WRP accent? If so OK
Triage Check List
Date: -=3i Project Name: 1AL-er(tx f DWQ#: O? I
County: :y s
To: ? ARO Mike Parker ? WaRO. Deborah Sawyer
? FRO Ken Averitte ? WiRO Joanne Steenhuis
_ ? MRO Mike Parker ? WSRO Jennifer Frye
RRO Steve Mitchell
Telephone . (919) 7 -?)3-- 12
From:
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
12-Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
®. Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern

Comments:
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July 5, 2002
Mr. Lanny Clifton
Son-Lan Development Company, Inc.
5160 Hwy 42 West
Garner, NC 27529
Re: Waverly Point Phase IV
Stormwater Management Plan
Dear Mr. Clifton:
We have reviewed the Stormwater Management Plan (received June 25, 2002) submitted
for Waverly Point Phase IV Subdivision. Based upon the information submitted, the
Stormwater Management Plan has been approved with the following stipulations:
1. Please use 4:1 or flatter side slopes on all "V" type channels or use a trapezoidal
channel with 3:1 side slopes and a minimum V bottom width.
2. Please provide a copy of the recorded restrictive covenants limiting the
impervious area to 4,625 square feet per lot. See enclosed calculations.
3. Please indicate all applicable riparian buffers, jurisdictional wetlands, flood
hazard areas, and drainage easements on the final plat.
4. Please provide a copy of the approval documentation for the Erosion and
Sediment Control Plan from NCDENR Land Quality. .
A copy of this letter will be forwarded to the Planning Office for their files. If you have
any questions, please contact this office at [phone].
Sincerely,
C E. Cq
Chandra E. Cox, E.I.
cc: Eddy Davis, Subdivision Administrator
Jerry Dalton, P.E.
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W?TErn UALITY SECTION
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7908 AUDUBON DR.' / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865 l°-
G!?2-
o ti
APMOVAL 0;:.40A0U2fih1 Certification and ADDITIONAL CONDITIONS and Neese Fivft
Son land Development Inc.
5160 NC 42W
Garner, NC 27529
Cre?or,. J rho'pe, r'h ?.
AcTnO (?IIPCI Or
?-- f! ()1V'Sion of W41E'
Ali just 23, 20`11
^: COU'lhj?
Q VJ?P? jfj` . 1 235
fifer Rules ?/ } }
JU Z 5 200
Oear Sirs'
foe have our approval, in accordance with the attached conditions and those listod below, to impart 108 linear feai of streams
f in ycur
' road rossing at a c tonCwe have decd dllytrpt tht fit as olvarad by 33nEr3N?tcr Quality
and 9940 square feet of stream buffers for constructing of
tion dated August 15, 2G01. After reviewing y Pp the C it.
applic
should t orps of Er federral',SS a'.S or any othr
Certification Number 3289. This certification allows you to 1seA Nationwide
28.033). iln uadd'? you mbbrn14 when
This approval is also valid for the Neus6 River buffer rules ( to)
and
I expi a wh r tF1s accolmp.:tnyitng 404 or C,a ?A permit
Cc as local perrnits before you go ahead with your projf3dThfs app otval limiwted
Non-Discharge and Water Supply Watershed regulations,
expires unless otherwise specified In the General Certification. 6on except as mJdi``E:d .f you
This approval is only valid for the purpose and design that you described in your appi'ca end us a
now ap
n- . if pr change your project, you must notify us and you may oeal riettereand Ss thereby responsib 6Wfar complY!ny,w?ch ai' er d', r s?j y ifvtc?s!
muss be gluon a copy of this Certification and pp compensatory mitigation may be required as describ;:--d in 1`A
wtitiand fills for ti:is project (now or in the future) exceed one acre, NCAC 2H .0506 (n) (6) and g), This approval shall expirewhen the
tot spondin o dit onwid t6 ein 1thex alt es or ice t fi Gytior: P 0%1 any
in the General Certification, For this approval tc, be valid, you must
additional conditions listed below.
•I. Deed notifications or similar mechanisms shall ©n p order to assure compliance jurisdictional 'wetla-ads ad and/,.r twS_, Er rr:Fa:,, T'rese
feel of all streams and ponds to notify the state ter or
Fun mechanisms shall be put in place within 30 days of the date of this across entthe protacr d o the 404 belle snit *..ich v?r iS ! '.er,.
2. Slormwater shall be directed to flow at non-erosive
3. Upon completion of the project, the applicant shall complete and return the enclosed 'Certification of Compleiian Fcrrn" to n0i"
DWQ that all the work included in the 40'1 Certification has been completed, The responsible patty shall con plate .h7 attached
form and return it to the 401/Wetlands Unit of the Division of Water Quality.
If ou do not accept any of the conditions of this certification, you may ask for an Edjudicatory hearing. `iou gnus; at w1:'in 6C
Y
days of the date that you receive this letter. To ask for a hoarig,end aBoxt?7447 tiftal?igh, N .C, 1-, Chap l;,;11,,02' c," ?h'3 ?<c?ri
Carolina General Statutes to the Office of Administrative Hearings,
conditions are anal and binding unless you ask for a hawlrg.
This letter completes the review of the UNiSiOR 9Of MASt Quality rindet Section 401RegMe lean at 9 19- i",1It yo j
our questions, please telephone Bob Zarzeckt.at919 7.? .
Attachment
cc'. Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File COPY
Central Files
Raleigh Division of Land Resources
Todd St. John
Naafi Floyd; 7908 Audubon Di ve _ _- -•?
0 ph [phone] Fa,(' [phone]
Vf etinds1401 Unit
Tn ,Tn ',-I
1zz A ? ,a:cn r,ei r. c65r0y, voverno:
William C. Ross Jr., 5<crati?n•
M rh ^Ifollna)epartment of Envlrcnment and t;alvral Reraur:ea
1550 Mail Service Center Raielgh, NC 21699.165
'V;'X
Custcrne? $arv?;;E
1 NCO j.,';r!r ?;•9
cT:nT Tn. q iDn Hn1 y 11t,m
F WHIP
?D?O 9QG Michael F. Easley
Governor
UJ ?- William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
t': 1 V
May 24, 2001
DWQ# 01-0750
Johnston County
Son-Lan Development, Inc.
C/o Neal Floyd
5160 NC 42 West
Garner, NC, 27529
APPROVAL of 401 Water Quality Certification and Neuse River Buffer Rules with Additional Conditions
Dear Mr. Floyd:
You have our approval, in accordance with the attached conditions, to place fill in 149 linear feet of an unnamed tributary to Little
Creek in order to construct a road crossing accessing the Waverly Point subdivision in Johnston County, as described in your application
received by the Division of Water Quality on February 27, 2001 and in additional correspondence received May 20, 2001. After reviewing
your application, we have determined that this fill is covered by General Water Quality Certification Number 3289. 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 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 condition 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. The total linear impact to streams associated with this work must be limited to 149 linear feet, or mitigation will be required for stream
and Neuse Buffer impacts;
3. 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:Hh2o.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
ouestions. please telephone John Dornev at 919-733-9646.
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Central Files
File Copy
Neal Floyd, 7908 Audubon Drive, Raleigh, NC, 27615
010295
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)
„1„ '? 110C /..1...-...\ n.1„ -/•J7 0.nI /i....\ I H •//L f .. r......11 /
Action ID:

Johnston
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
200120621 County:
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property
Owner Son-Lan Development, Inc. V 1 orizedt Neal C. Floyd & Associates, Inc. -
Attn: Neal Floyd
Address 5160 NC 42 West Address 7908 Audubon Drive
Garner NC 27529 Raleigh, NC 27615
Telephone Number 919-773-0838 Telephone Number 919-870-7865 _
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
approximately 86 acres in size and is located on the east side of SR 1531, approximately 1.25 miles south
of NC 42, southwest of Clayton, Johnston County, North Carolina. The site is adjacent to an unnamed
tributary of Little Creek, above headwaters, in the Neuse River Basin.
Description of Activity: This permit authorizes mechanized landclearing, excavation, the installation of
culverts, and the placement of fill associated with the construction of Waverly Point Subdivision, Phase 2.
Impacts to wetlands and waters authorized by this permit total approximately 170 linear feet of stream
channel (0.014 acre) for the Cameron Drive crossing.
Applicable Law: X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Authorization: Regional General Permit Number
14 Nationwide Permit Number
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and/or appropriate legal action.
This Department of the Army Regional General Permit or Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Todd Tugwell at telephone number (919) 876= 8441 extension 26
Regulatory Project Manager Signature
Authorization Date April 26, 2001 * Expiration DateApril 26, 2003 _
* Please note that above date reflects the day the work was authorized clue to lapse of 45-day review as
outlined in the PCN notification requirements - see Condition 13, 65 Fed.Reg. 12893 (March 9, 2000).
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:
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~ STREAM CROSSINGS
FOR
SCALE: 1" = 200' WAVERLY POINT PHASE 5
JOHNSTON COUNTY unnru reeni gun
0 100 200 400 600
Iton En meenn -
{ J
nd Associates, P. A. ~o
Gp 446 E ~ ast Main Street 550-
~ (919) 4740 P.O. Box 426
F Clayton, NC 27520 Fax [phone] p~ 0
F ~
Job: 02090- 20 0 I r)ate: 07/00 12002 nevininn-
F:IPROJECTS1020201NEWLAYOUTIDW QMAP.dwg, 07/16/02 09.48:30 AM. ia, nr,3 Pi nrrcn Rv cR~ KM - ~

THE AREA F /AN FF R WHICH ONTA/NS THE PIPE BASED ON N. C. D. 0. T. DESIGN STANDARDS OF UTILIZING 4:1 THE AREA 0 R/PAR BU E C FILL SLOPES 64 LF OF PIPE W ULD BE RE U/RED FOR THE
BASED ON N. C.D.O. T. DES/GN STANDARDS OF UT/lIZ/NG 4.~ 1 CROSSING IN HA N DENOTED WITH A BOLD LINE. THIS AREA 0 Q CROSS G S BEE STREAM CROSSING. THE PIPE CROSSING WOULD DISTURB
FILL SLOPES, 64 LF OF PIPE WOULD BE REQUIRED FOR THE CONTAINS CONTAINS 6,873 S.F., OR 0.16 ACRES
STREAM CROSSING. THE PIPE CROSSING WOULD DISTURB 96 LF OF STREAM BED.
98 LF OF STREAM BED. ~ ~ _ f
I 'y ~ 1 t r + ,
~ 'I ~ ~ ' ~ ,Q ~ 64 LF 48 RCP , , R ~ " ~ r I , \ ,1 ~ ~ FFk ~ - _ WITH HEADWALL AND TAILWALL ~ , ~ ~ ,
- ~ \ I ~ \ ~ ~ - 50' ~ 1 ~ r / ~ \ \ , \ ~ ~ ~ ~ - ` AI~p~ INLET AND OUTSET PROTE TION , r 1 " w ~ ~ ° _ - ~ r "
~ ~ 50 TOP ~ \ ~I ~ ' ~ \ ~ A ~ r , r , r ~ r ~ , (
~ ~ ~ ~ TOP FROM K I r r ( r ~ r FROM pF BAN I , r tr ~ 1 " U ~ , ~ I , ~ ~ 4:1 FILL SLOPES " I ' "
F BANK ~ / r ~ r ~ ~ ~ 1 0 y 1 / r ~ ~ ~ ~ ~ " ~ ~ j,., ~ " ~ , r
i~ / ° ~ ' ' ~ 1 ~ ~ ~ 1 ~ 1 I ~ i ' Q~ ~ ! . I " 1 ~ ~ y
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t ) ~ ~ 1 ~ ~ ~
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i ~ 1 i ,.-STA. 6+93:39 o ' I + ~ I ~ + r / ~ ~ / CiV I ~ I i ~ `ti i i ~ " 1 ! t \ 1 \ ,
~ ~ CREEK CF~"OSSING ( /m ~ , / , I I ~ ~ 1 1 + I t I ~ , " ~ r N~ , t N
! M / f l 1 ~ I ~ (2) 64 Lf - 4$";'RCPs / ; , I ~ I I ~ " r t.. ~ ~ ~~A / ~ (
r" TAI W r ~ ~ I 1 1 t ~ WITH HEADWALL7~dND L ALL r /Q r / ~ + , r r ~ ~ ~ r , ~ , , ~ SEDIMENT TRAP ~ ,1'fPfCAL , r r r , r s w , ' , I
_ f/ ~ ANp INLET AN4 OUTLET PROTECT N i ~Qrr 1r / rt fr r / ' 1 / s A ~ ~ ' ~V ~ ~ i ~ rr ~ rr ~ ~ 1 , / ~ " i t " ~ ' ~ r " ~ , ~-LE1lELSPR~AD~R.-'TYPICAL ~ , r " ~ 1 ~ , 1 / -
} l I r ~ r t I 1l l ~ l 7 1 ] r f ~ N i ~ r r , , i " ~ - , ,
/ ~ ~1~~ 7 ~ ! r ~ ~ / l ff
~ 4:1 FlLL SLOPS I ~ , r l r ~ , 1+ + l ( / j ~ I 1 ~ f' 1 t y " " i , ~
I ~ r l + ~ / l 1 ' ~ + / r i ~ I i ~ i ' I ,r ~ ; t f Ai l ~ ~ ~
' + ~ r' r rr LE~VEEL SPREADER - TYPICAL ~ / i + 1 ~ + , I r l r I / 1 I r I/ j _ r r r 1' 1 I ( / i ~ I t l A t _ _r \ _ ~ / /
_ I a. ..'.1 i f r SEDIMENT ITRAP TYPfCAL r / / 1 1 ~ ° ~ I r ' ' ~ i ~ ' ' ~ ~ ' ~ ~ ~ f~ ~ i ~ ! X11 ` ~ ` ~ ~ i`~ 1
t ~ / tit ~ r ~ ` V A ..r ( ~ r ~ , " ~ ~ ~ ~A ~ ~
, ~ ~ ST • 20+9 •01 ~ ~ ~ ~
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r , ~ I i I i/ 150' i/ r ~ ~ r~ 11 r t!y i r 1 r ~ r i~ +r 1 ~ I I ~ ' 1 I ' r ~ ~ ' i ' i ~ i r +r ~ rr ' ' ~ ~ '
+ W I ~ + 1 III ; ' ~ I (~~'1 I I I ,I + II~~~I~;I~~, I I I I I i ~ U.. I ~ 1 ~ I i / f+ ~ I ~ I ~ I ~ I I i ~ I I I " I " t " 1 ~ ~ ~ I i 1' ~ I ~ ~ i . _ t " ~ ~ t i r ~ 1 i t i ~
1 I I , , , ~ i ( 1,11 1;1! I I I " ~ ~ " ~ A r ~ , i ~ A ~ t ~ " ~ _
I 0 ~ ~ ~ ~ ~ ~ ~ ~if I _I I ~ I 1 I I 1 1 ~ ~ ~l I ti I l , , ( i ~ i t ~ , / r , ~ , ~ i ~ , - r t t ~ 1 r ~ i ~ ~ , 1 ~ ~ , , 1
3 /1 r I I 1I~1 ~ , I 1 ~ ~ I I+ ~ 1~ ~ 1 1 t 1 ~ ~ / I t t I I ~ I I I ~ ~ t~ ~s. ~i ~ ~ 1
r t , l I \ ~ 1 1 I I ( ~ r 1 1 ti t ~ 1 ~ i , I / ~ / , `II ,t 1 ~ I i ; 1 ~ ~ t ~ ~ ~ ~ I r ~ ~ ~ t r ~ \ ~ ~ i ~ ~
i 1 ~ ~ ~ r ~ j 1 ~ ~ + I ~ i 1 I + ~ + ~ ~ , ~ I ~ I ~ ~ 1 ' I 1 4 I I i I I 1 1 1 ` \ 1
r ~ i I I ~ r ~ I r I 1 ~ " ~ 1 ~ i ~ " " ' i " ~ I ~ 1 ~ ! ~ / " " ~ 1 I " ~ { ~ ! i ~ / / ~ r 1 A _r
~ , i~ I ~ , , 1 I I i 1 I I~ 1 I i i ~l ~ ~ ~ ~ 1, i ~ , I , ~ ti ! 1 ~ ~ 1 1 1 1 i ~ i ~ ~ ~ , I f t
THE AREA OF R/PAR/AN BUFFER WHICH CONTAINS THE PIPE
CROSSING HAS BEEN DENOTED WITH A BOLD L/NE. THIS AREA
CONTAINS 7,353 S F., OR 0.17 ACRES P N A 1 =
2~o zoo 2~0 !70 270
100.0 ' V. C.
100. D ' V. C. 200.0 ' V. C. o K= 5.58 ~ K= .22 ~ K = 1.67
~ ~ !60 260
260 260 260
100.0 ' V.C
K = 0.00
250 250 250 !50 250
pW Y . ~ ROp
IN ~ NjERL
CE
240 - ~ 240 240 ~ 240
_UND N.4T(/RAL
- ROUND
- CE NTERL! E OF ROAD Y
230 230 230 !30 - - - 230 ~ rte, ~
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h^ ~ ~ ~ N 48 R.C. .
NN N~ ~ ~ N~
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2~0 2~0 2~0 !10 h 210
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200 20o zoo !00 ` 200
~W
3+00 4+00 5+00 6+00 7+00 8+00 9+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
11
o. 2
PROFILE SCALE:
HORIZONTAL 1 = 50
VERTICAL 1 " = 10' Iton En ineenn
. .G ....d a ........:..a__ n e
ROADWAY CONSTRUCTION PLANS anu Mssw1atrs, r. M.
FOR 448 East Main Street (919550-4740
~ P.O. Box 426 Fax [phone]
WAVERLY POINT SUBDIVISION PHASE 5 Clayton, NC 27520
JOHNSTON COUNTY NORTH CAROLINA Job: 02024 Date: 07/02/2002 Revision:
041 File: Heal Drawn: AEB Sheet: 2 of 2
F:IPROJECTS1020201NEWLAYOUTIneal.dwg, 07/16/02 09:45:01 AM, jtd.pc3, PLOTTED BY BRANT

SEEDING SPECS.
SEEDING MIXTURE
LEGEND
~ ~ 4 etA D „ - SPECIES RATE (LB/ACRE 10 t ' r' ~ -i!~' ~ ~ r rr ~ ~ TALL FESCUE 30
~ SEDIMENT TRAP ' , r'// r ~ r I ~ ~ SERICEA LE5PEDEZA 10 - - ~ ; , ~ ~ , t ~ ' ~ ' K08E LESPEDEZA 50
f 111, .n Il , D/~ERS/ON DITCH ~ry, ..~1~~1,, 1_. r't--~s~ •~.I ~ \ .i ~ it v , r r PENSACOIA BAHIAGRASS
ANG/E RD. T/pN ® UBDN/SION I , ,r 11 `
OUTLET PROTEC wAVERtY PolNr s f, ,I, ! , , - , ~ ~ o PHASE 2 ~1 I lrh + ~.l, f ~,l, - ~ ~ ~ A 1-`~---___._~~r~rrr ~ , r•~ ~ ~ SEEDING NOTES
~ SR 1529 br if 11 1 r ! ~ ' ~ ~ ONSTRUCT/pN ENTRANCE , , a i Y\ Vl , , ! 1 ` ; \ . r,_~,.,.,,.._,-~-~- i r , I 1. AFTER SEPTEMBER 1 USE UNSCARIFlED SERICEA SEED f 1..,.. - ~ r } ' l r r : I ~ 2. WHERE A NEAT APPEARENCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40
a°InIN I /r t~ , / ~ ~ I ~ - i i ~ "i r , rr t i rr_ LB ACRE. ` a-"' - ~~`r ~ ~r ' ~ ' I~ 3. 0 R-SEED 50 LB/ACRE OF TALL FESCUE EACH FALL, UNTIL WELL ESTABLISHED. r--•~ 2 f ~ , r a t , ;
READER o , ~3~~__ ~ LEI/EL SP ILA, f 1 ~ , 1, ~ , - i _ ~ ~ r ~ ~ r l
28 11+1 ril~tt~ !/Irlir~i~ ! ~ i i - - - y_..__-'" , ~ ; ; t , ~ ~ ~ r ~ ) l NURSE PLANTS T 1 ADD 10 LB ACRE GERMAN MILLET OR 15 LB ACRE r ~ ~ , r BEIYIEEN APRIL 15 AND AUGUS 5, N ,
pAG R K DAM ® ,11 ,0 11, I~ /,1 1 f , , ,i I _ F Ro. 5 ROC , ~ I1, I 1 + 1. ~ .v ~ ~ I , . l t i t ~ l it j ~ ~ ! N ANGRASS. PRIOR TO MAY 1 4R AFTER AUG ST 15, ADD 40 LB/ACRE RYE {G ) ~ _ ~ - Y , , i t i i ~ I 1 ~ SU D
a I L/MIT ~'r~-~- - CLEARNG ~ i~~~I^,I A\ 1 1 ~ ~,Wr ~ ~ -'I ~ !~r~-~--~-q ~ ~ r ~ rJ T FESCUE AND LATE WINTER FOR LESPEDEIAS. OVERSEEDING OF t i V, ~ ! ~ FALL IS BEST FOR ALL F SEEDED TALI. FESCUE IS VERY EFFECTIVE. USE
A y N TUBBED AREA f + I \ I ~ ! 1 ! / 4 , ~ ~ ~ • ; ~ a AND D/S ~ , , ~ ; , ~ ~ ~ . ~ ~ 2 f ~ I~ u~rP 1 A r I r , ; T ~ ~ KOBE LESPEDEZAS OVER THE ALL ~ f f" ,i ~ , ' 4 x~J /f_~ t RAS SEED IN FALL, t - , , ~ L t ~ UNHULLEO BERMUDAG S
tv r ~ I , tV / sir 1 r ~ : a~.~ - ~ NED CHANNEL ~ ~ r ~ ! '
~u?z7nr ~ GRASS-Ll ~ v,,, / ~ I ~ ~ mar ~ ~ - > ~ , ~ t ~ SOIL AMENDMENTS ' . ~ ~ t ~ OR APPLY 4 000 LB/ACRE GROUND J APPLY UME AND FERTILIZER ACCORDING TO TESTS,
o _ ' r -y.~- 1 • AGRICULTURE LIMESTONE AND 1,000 LB/ACRE 10-10-14 FERTILIZER, t ~ ~
INFRED DRIVE 60' PUBLIC RNLI ~ . ' C~NN,FL,,~~- ~ ,_r ~ l MULCH OF ANOTHER SUITABLE
~ - ~AS.I.~ ` p i l I , ~ l APPLY 4,000 LB ACRE GRAIN STRAW, OR EQUIVALENT COVER CRASS-1lNE ROVING OR NETTING. f , -'"i I~ r ~1 ~ ~ l MULCHING MATE IAL. ANCHOR MULCH BY TACKING wm+ ASPHALT,
! r' i ~%~..1 , ~ ~ r NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. i~ ~~-~-~~r - r N~. 5,' i ~ _ ~ ~r i
~ ~`,.I ~ ~ Nor t r , i ~ ~ ~ A V~ i~ I ~ / r MAINTENANCE IS FULLY ADEQUATE. MAY BE MOWED t _ REFERTIUZE ?N THE SECOND YEAR UNLESS GROWTH
I ~ 11r~~i 1~r T ; - f \ l l bil~N ~ j Ifi ,Il ~ ~ - _ ~ ~ ~ i~ ~ lJ~ ry,1 t T MOWING IS NOT NECESSARY. RESEED, FERTILIZE ANO 't \ i , ^ ~ ~ ; ONCE OR TWICE A YEAR, BU LY
\ "lfilU~l y I /1 ~ I \ ~ 1 Illll y j / j I ; f J ~l ~ i"- i t i ~ ~ G t „ ~ MULCH DAMAGED AREAS IMMEDIATE
SITE , ~ , I ; , ` . - I - ~ - ~ r PREPARATIO
~ SEEDBED ~ ir~r'19 ~ Il _ _ ER ~ i rr !
\ , JI 1 ~i lt~~ I 1 ..t'a'i v-~ l V l 11' 1C.-,.~.~..~-,~, r LEV~ r LEY SPREAD ~ r ~ r CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL r r( J r r t N ITT NS IF PRESENT.
` j I ~n'~-. ~ -S/ZE + r rS/ZE t r t COD 0 ` ~
~ 1 \ ! ~ !I! G5 ` ~ i / l ~ i. i~r RIP THE ENTIRE AREA TO A 6 INCH DEPTH. i / \ i \ ~ ~ 7 ~ r AN OTHER OBSTRUCTIONS LEAVING SURFACE
! / t / , / r REMOVE ALL LOOSE ROCK, ROOTS D \v' ~ ~ ~ J REASONABLY SMOOTH AND UNIFORM.
7 ~ ~ r~ I PHATE UNIFORMLY AND MI% WITH ~ / ~ APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOS
~ ~ s ~ l ~ f ~ ti J t SOIL.
/ ! = `•i i"~,1 ~ -PULVERIZED FlRM, REASONABLY UNIFORM SEEDBED IS ~ ~ ~ ~ CONTINUE TILLAGE UNTIL WELL
~/ClN/TY MAP NTS) \ ~^I ~y' - ~ / ~ ~ rr ~ ` PREPARED, 4 TO 6 INCHES DEEP. ~ l
~r, ~ ~ r !~u/! - ~ ! ' ~ \ SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT _ - ~ , ~ ~ \ SEED ON A FRESHLY PREPARED
~ ~ OR CULIIPACK AFTER SEEDING. g ~ . ~
1 I 1 `1 Y \ i ~ MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~ ~ i r ~ r t _ TH
t ,ry1 , / l ~ ' ' ~ INSPECT ALL AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN E i r ~ ~ ~ ~ PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 601E DAMAGED, RE-
~'`~.,`•i r ~ , ' ESTABLISH FOLLOWING ORIGINAL UME, FERTILIZER AND SEEDING RATES. 1 ! ~ 'l ~
t . ~ ~ ~ / ~ ~ F IUZAlION AFTER i ~ i r. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND ERT ~i r ~
~ ~ ! f, 1,/, , ~~v , i 9 \ i ~ I ~ PERMANENT COVER IS ESTABLISHED. i~ i ~ t i
f' ~ ' SE UENCE TRUCTION Q
1~ 1 V! ~ i I ~ , v t eoo cu Fr AC r ~ i ~ CONS ' ~ r J N AS
t 1 '-i t ~ If' i~f0~ ~ T R SHALL INSTALL THE SEDIMENT TRAPS, CHANNELS, ETC. AS S00 \ ~ t 4 ti\h I\ THE CONTRAC 0
! ~ l 1 1,~ , ~f~ l 1 / i v ! ~ 1 ~ `I A~ ~ v. ' , r , , ` ~ PRACTICABLE ' t ~ \ INITIATED PRIOR TO 7HE
~ I r ~i \ \ EFFECTIVE EROSION CONTROL MEASURES SHALL BE ~ ~ \ nods roll out etripe of netlin9 porallel to the COMMENCEMENT OF GRADING, EXCAVATION OR OTHER OPERATIONS THAT WILL OISTURRB,~E to cho
RLTER FABRIC - / ~ ! 111 i! \ / ~ ti' \ direct'wn of Ilow and over the protective mulch. THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREINC~LL ~ 1HE 1 / \ l r ' ~ ty CONTRACTOR'S REFERENCE. THE DETERMINATION OF WHICH DETWL IS APPU
X-SECTION (//v/~ \ 111 f~i V1 ` - /l ~ _ \ r r ~ ~ WORK PROGRESSES SHALL BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER.
~ - ~ l ~ C. SHALL BE STABLIZIED AS SOON AS POSSIBLE TO_MINIMIZE. . _ I t ALL DITCHES, CHANNELS, ET -
l ~ i'~~ ' ` ~l 111 ? % / `,~i 1V , 1, DESIGNED SETTLED OVERFILL 6' / I ` ~ ~ ~ ~ EROSION CONTROL REQUIREMENTS.
TOP FOR SETTLEMENT ? i ~ l T HALL TAKE ALL REASONABLE PRECAU1lONS TO AVOID THE SIl11NG OF ti~ o THE CONTRAC OR S OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS ~ + ADJACENT STREAMS
AS NOTED / ~ ~ I{ 1 / 'i ~ . ~ PROJECT.
' i` i' i`~ ~ ttin m 0 WORKING r ~~\\~~i~,~ Mchor nh tech t2-inch THE CONTRACTOR SHALL MAINTWN ALL EROSION CONTROL DEVICES IN A G00 ~ ~ ~ ~ ° t2 overta ~ 1N I USE IS NO LONGER WARRANTED. AT THAT TIME, THE
2d SIDE EMERGENCY 8Y-PD S ~ / , I t MAX. 0 B0.0W SETTLE / , / q i , ! ! r~`'.,~,1 / SLOPE TOP OF OAM ~ ~ ,li, 1N1 I ! ~ I . L%'~ ~ ~ i 1 ! p STATE OF REPAIR UMIL E R TO CAUSE NO / , ` Join strips by onchorinq N DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS ~ ~ i ~ ~ and wawppinp. EROSION CO TROL
~-tn sIDE ! 1 ruTURiu. GROUND r ) ` ` L ! i ``L~ SLOPE MAx. I . . / 1i I\~` ,k' 1 ~ l ~ ~ I STREAM SILTATION.
w \ y I , ` r ~ TO THE DETAILED SPECIFlCATIONS FOR A DESCRIPTION OF THE CONTRACTOR IS REFERED MEASURES TO BE APPLIED.
! !I 1 ~ /1 I"t.' / I " flLTER FABRIC 3' MIN. ,f r'~ R womoNAt ER06gN OONTROL TEMPORARY LINE ~ ~ ~ NTS
~ ~ I NOTES.•
' ROADSIDE DITCH LINING REQUIREMENTS R ALTERNATE TEMPORARY SEDIMENT AND EROSION
SEDIMENT TRAP l v, lU ' l ' 1 1''., i ' - l ~ SIL T FENCE AND/0 ` _ j`~' ~ ~ ' J ASURES SHALL BE INSTALLED BELOW DISTURBED LOTS
/ ~ - ~ r - ' I E OF LINING CONTROL ME ~ TO S D AS DED TO PREVENT SEDIMENT LOSS.
r ~ ' W!T!~ ROCK pA~, I f ~ IREMENTS / ~ ` ` ~ I STREET STATION ROADWAY REQUIRED NEE STATION
P MINIMUM REQU l,1~ ~ i ' SEDIMENTTRA , ~1! r f 58 ` ' ~ ` RTH SIDE NONE REQUIRED ALL BE LOCATED WITHIN THE DRAINAGE AND WINFRED DRIVE 0+00 1 +00 NO THE LEVEL SPREADERS SH
ACTUAL WEIR ~ Yr \ ~ 1; ~ ! t1 1~ DISTURBED pRNNAGE RED, DESIGN SURFACE SIZE l \ ~ CHANNEL / SOUTH SIDE NONE REQUIRED UAL/TY EASEMENT AND OUTSIDE THE RIPARIAN BUFFER AREA AND WINFRED DRIVE 0+00 1 +00 MPLET/ON OF CONSTRUCTION.
O-W-L SIZE r / I ~ ~ ~ ~ ' , TRAP AREA C.F.) CFS AREA ( ) , ~ t I I ~ \ ~~GR4SS-UNEO 4+ 3 NORTH SIDE TEMP. STRAW WITH NET SHALL REMAIN AFTER CD WINFRED DRIVE 1 +00 $ 50 i +00 3+03 SOUTH SIDE NONE REQUIRED
3.5'-4'-8' 112 r ~ "~s/ ~ ( ~ 5.2 32 , l ` L SP fADER~, ~ ~Nq n,~ r ~1P~~ ,>!'T i 4 ~ WINFRED DRIVE TO NCDENR, DIVISION OF WATER QUALITY GUIDANCE MANUAL FOR
1 0.06 2.75 106 / .1 r / 1 ~ M I ~~C 1 / ` ! \ V 1 r „ ~ S/ZE~, B ~ i c~~, ~ ! i 1B kiC.Rl ! ~ i SOUTH SIDE NONE REQUIRED REFER WINFRED DRIVE 3+03 4+83 PROTECTING AND MAINTAINING RIPARIAN AREAS EAST SIDE NONE REQUIRED
'-a'-8' 112 4 , ,r,,l ' 1 /i ~ y LYI = L0~ AC! 1. I , 0.3 32 3,5 0.09 106 7 ~ ~ 5 ~ ; , t1 I q 0+00 2+50 NONE REQUIRED ALC WETLANDS WILL BE DELINEATED BY A LICENSED SOIL SCIENTIST
2 0.06 n/ f` r -'i 1 ~ ` i T A 0+00 2+50 WEST SIDE
1 3.5'-23 -46 3703 12 ! 2 19.7 ri r ! ~ %C.~ /24"~1.G:P.---_./ r',,Aa --n ~'T-'` ~ 058 ~ / ~ ! 3 1.99 9.04 358 _ lr 1 ~'l l ` 7.74 AC.. r ' + 0 7+50 EAST SIDE TEMP. STRAW WITH NET A 25 T SIDE TEMP, STRAW WITH NET
' 847 , ' ~ ; ~ ~ ~ A 2+50 7+50 WES
2.2 242 3.5-11 -22 _ / , r _ I 4 0.41 0.92 7'~ ` ~ , ~ ' .r ~ ~ ~ ~jD I , ! / 1 +50 EAST SIDE NONE REQUIRED A 7+50 0 + 0 WEST SIDE NONE REQUIRED
'-8'-16' 448 w.., / i ~ U8 w v A 7+50 10 5 s =s• aN. IDE NONE REQUIRED
396 1.0 128 3.5 . / . 5,~ r / r r -GC 5 0.22 0.35 / / ~ , ti,- / ! , ~ ~ ` , i RAN ~ou~,taaaEC~>F A 10+50 13+00 EAST S Q0"" 10+50 13+00 WEST SIDE NONE REQUIRED
,5'-10'-20' 700 4 , l:~ / 1 ! ! ~ ..,i A 13+00 16+55 EAST SIDE NONE REQUIRED
0.38 0.85 684 2.2 200 3 A NCE 13+00 16+55 WEST SIDE NONE REQUIRED
288 3.5-12-24 t008 i , . ~ ~ , i ~ - C~ 7 0.52 0.97 936 2,7 ~ ~ r \ ~ _ I'tJ ,`f .,w'f CONSTRUCTION ENTRA A NTS 0+00 2+50 NORTH SIDE NONE REQUIRED
B 0+00 2+50 SOUTH SIDE NONE REQUIRED g IRED
.5 450 3,5-ts-3o 1575 6 / 5~ ! f ~ 44 8 0.78 2.26 1404 5 , 1! / fit,` I i g 2+50 4+50 NORTH SIDE NONE REQU
~ V ~ r , /I ~ i iA ~ 2+50 4+50 SOUTH SIDE NONE REQUIR 2' 6
12.4 200 3.5'-10-20 700 t2 ~ 1~ ~i r <<1 2 g 0.33 6.34 594 5'£ • 1 1 £ SHE / / ~ ~ , , ET ~ 4+50 6+30 NORTH SIDE NONE REQUIRED g RE UIRED
OF 1 J ~ ~ COMPACTED FlLL FlLL 4+50 6+30 SOUTH SIDE NONE Q
FoR _ C4NT/N ~ . ~ ~ FLOW g Z 0+00 1+50 EAST SIDE NONE REQUIRED
SAT/pN , _ I I I-1 - 0+00 1+50 WEST SIDE NONE REQUIRED ~ - I c
~ RE UIRED - ~ ~ ~ 1+50 4+00 EAST SIDE NONE Q
i ~ I NONE REQUIRED ~ 1 +50 4+00 WEST SIDE g, 'l--I1
8' 4+00 6+00 EAST SIDE NONE REQUIRED C
4+00 6+00 WEST SIDE NONE REQUIRED
~ W WITH NET ~ 6+00 9+00 EAST SIDE TEMP. STRA
6+00 9+00 WEST SIDE TEMP STRAW WITH NET C
DIVER' DIVERSION DITCH 9+00 10+50 EAST SIDE NONE REQUIRED C
NTS 9+00 10+50 WEST SIDE NONE REQUIRED C
uARiEs 10+50 12+75 EAST SIDE NONE REQUIRED C
10+50 12+75 WEST SIDE NONE REQUIRED C
HlGN VELOCITY EXCELSIOR MATT1ArG, OVERLAPP
JO/Nl5 6" STAPLE MATnNG W/ B G4, STA LES EVERY !'ACROSS THE TOP & 3 AROUND lH 50' W
EDCES dt BOTTOM. OVERL4P MATTl1YG ON 50 DOWNSTREAM EDGES/ENDS _ _ s' 20' r: ?0' PAt~MfNr 6' 6' L N
~ _I I I-1 I A
' =III ~ ~ 1_ II _ ~ ,I , rT f 4•PfR. ~ FOR 1 I' PER ~;t
~ I_II ~ ~.,P~ I 2.00
~ ~ ~ _i
TREET SECTION OHNSTON COUNTY, NC
sr~lPS TYPICAL S' IN CHANNELS, ROLL OUT E TYPICAL S ~ NTS
OF MATTING PARALLEL TO TH DIRECTION OF FLOW 4t OVER SCALE: 1" = 100'
SEEDBED PROTECTNE MULCH.
3oD ,,t,r rr ineerin 200 ~ Dafton En - D 5D 100
H SIDE SLOPE DEPTH CHANNEL LINER CHANNEL BOTTOM WIDT . o is es P. A. . ~ ~ ~ . n Assoc t ad S~ • ,
~ ~n SYNTHETIC MAT
` SEAL 446 East Main Street ktolupou"r.tu
' 3:1 0.4' STRAW WITH NET 2 2.00 4# STRAW WITH NET Fax [phone] P.O. Box 426
3 2.00' 3:1 0 3:1 STRAW WITH NET F Clayton, NC 27520
4 2.00 g' STRAW WITH NET 5 2.00' .3 0. .ti ~Q• 9 . GENE • ~
3:1 p,g' STRAW WITH NET g 2.00 13 200lision: ev
heet: 10 OF 11
S-LINED CHANNEL DETAIL GRAS REVLS~o 7; ,lob. 02020 Date. 06 OF 001 N 001; ADDRESSED STIPUUITON FROM N,C.D•E.N.R. LETTER APPROVAL DATED JULY 8, 2002 - 7115102 File: S&EPLAN Drawn: DB
NTS
L A:
ROJECTS1020201S&EPLAN.dwg, 07/15/02 09:34:57 AM, jtd.PC3, PLOTTED BY BRANT FAP

/ .
` / 1~ ~ ~
YY~+l_--; ~I ~
~r! ^ \ ` A 1 / ~ / I 1 .~1~
/ 1 1 I / 1lh I / 1 1 \ 1J, II~ I CROSS SECTION
V/~ / + ` ~ ~S ~ 1 1 ?,L r ~J ~ ~V / t 1 i 1'? 4. / ~ ROCK ABUTMENT VARUBLE
!1 1 / I 1/ 11 1 V MATERW. ...i. STAPLED IN
I ~ , i nll , SEE' SHEET 1 / r> A I 1, `r-^ 10 OF 11 FOR 2~ MIN. ^ ~ ~N SPILLWAY CREST ELEVATION PI,PCE B' MIN
; I \ , ! 59 111' . ~ , CONTINUATION - 2 0 0 0
0 0 o LEVEL uP UPSTREAM 1 OF SPREADER
GRAVEL FACING 0 ~ 8' MA%. ~ ~ 3 1" THICK MIN. ~
/ c , W/17J1 ROCK DAM'` + , I 0 0 0 0 o BURIE 0 0 0 0 0 p ROCK APRON 6' MIN
1.5' MIN. FILTER FABRIC 0 0
l Vin! ~ ; 58 \ 1 1 / 1 1 r l I v v CHANNEL ~'1; 11 ~v ti ~ - - 1 / I ~
l/ r , 1 I 1 \ GRASS-LINED t \ ~ I \ 1I SPILLWAY DETAIL ROCK DAM CROSS SECTION ,
TDP OF ROCK ABUTMENT VEGETATED • DNERSION ~ • • y ,y ,y
I' r , ~ 3 ~ 1~ l r \ LEVEL SP(i'EADER~, \ + ~ \ I ` _ - ~ ~ I I~ 2~ • • • ~ 2'MIN. y y
\ r 1 / \ l " " 1 ~ \ \ r PIPE /2'\ \ i i ! i . , 1 ' / I '~,J / 1 SZfI 9 ! / v v / t 18" R P.1 ¢ _ 1 i X 1- - ~ /I TRANSmoN SLOPE FOUNDATI SPILLWAY ~ ~ ~ TO 0 GRADE ON o ,v
~ /tl~y / / ?y "Y .t ~ 1 t 1 1 V 1 ! ,r ~ ' ~ 1 0 0 0 •
l ~ ~ / I~1P ~1 / ~I ~ 1 r . ~ 1 , r 17 1 / ~ f / lrr~ , , ~i - - , - 1 i I I I ~ . . / . ` . \ FlLTER FABRIC • ~ v ~ W W
- +r(... ~-?124 ~E~-__•/ / _ - J i i / - I 1 I / 'I I _ _ ! 1 / " ~ / /a _ ,1% ! i L~EL SPIPEADER f l / r , ~ A~ 7.74 AC.. ~ / - ? I i 1 ~ 1 i „ I r ~Y J' W `y y W W W
_ / r l.~ - i i 'SIZE A / 1 / ~ I lr y y y y .y y / W y W
4 / - /i ~ ~ ~ ~ i 1 i i ~ I i- TRAP } ~ I/Il GRAVEL FAGNG o STABLE W y W W W STA81UZE0
0 UWNOT~ REED ~ SLOPE y y .y y .y y W y
- ~ / / ! 1 I i I / I J ~ , ~ 11 /I 0 0 y. ~Y •Y ~Y ~Y ~Y L / y W y y
, r , , ! u'`, STREET"8".~, p / ,r !/i r ~o~o Qa 0 0 7 ~V W ~Y ~V W ~Y W W W W ~Y
l` ! 1, 1 i ! ~ 1 1 ~ n ~ y ~L y W y y ~v y y W
I i 5• ( FL WO
/ . , _ DA - 0.47 A - ? ~ -'t" - - - ~6 , 1 ~ MIN. o LEVEL W y y y y y y W~ 0 APRON s~ W y W W W W W W W W
~ h / , I 44 \ \ / i / t 1 0 0 0 0 0 0 0 0 'L ~Y W W V~ J~
r 1/ l ~ v., / i/'~ I /I 1 ` / t, ~ ~ l l l 1 1 I 1 1 11 ~1 ! f SPILLWAY CREST o 0 0 0 0 0 0 0 0
0 0 0 0
/1 f\ \ / ~ ~ \ I \ -,J 1 1 I LtVG[I SP ER / 0 0 0
ROCK ABUTMENT
MINIMUM DIMENSIONS
PLAN VIEW OF ROCK DAM WITH SPILLWAY DETAIL DESIGN FLOW ENTRANCE END
SIZE (CFS) WIDTH DEPTH WIDTH LENGTH
i \ ? / y ..____-4..~.. 1`~ ~ rri/~\`111 1 ~ / \ ~ - .111 ROCK DAM "A" 0-1o to' 0.5' s' to'
NTS "8" 10-20 is' 0.6' 3' 20'
LEVEL SPREADER
NTS
1 ~ / ~1 awl' v __v`,? _ / i`•. ~V ` I I j t ~ 1 + I I j ~ j ' ~i v\
1 . A ~ V . I. 1 -1" v 1 ~ 1 A ti, \ 1 I 5'Z \ \ ~ 4'/ / / ; ` ..J.,,. \ ~ f \ I \ 1 1 1 1 1I \ 1 'O \`\~',1 \ ` 1 ~ f • -j°____'% / '`I ~2 \ [ 1 \ I I \1 \ \ I\ S 1 I \ S ~ \\9~
~.7`v ~ ` V ~A// V / "1Jj•... ~,i:' _i V A I'` I 1 1 ~ ` 1 l 1 IA I A\ Y 0 0 0 0 0 0
\ \ x.'\11\ \1 ~ ,r X,'? Q~ \ \ ~'~~'~'-'-M~-.I l I ~ y ! 1 1 1 1 \ 2 ~ \ ` ^\I l,, t \ ~ \ ! r' ~ f / ~ \ CHANNEL 1 ! I ,.,II 1 l 1 1 I , 0 0 0
_ ^ ti , ~ ~7 r' ~ ~ ~ r- r- - - -T f~ y7 I 1 ~ / v I 1 I ! v cL ~ .1 I I ~ ~v i . 1 GRASS-TUN D r / . 1 1 ~ ! A A 0 0 0 q 0 0 0 0 0
J a , II~ \ \ ' i r, ( / I , 1 ~ / . PIPE' ]~4 r\ f ^'I V 1 ~~s4r' W" I 1 1
APRON -ZERO o 0 0 0 0 GRAOEr~ - 0 0 0
\ 1\ \ 1 ~ / ^,r 1 I I A y ~ ` 1 t 1 / I ~ /i V G1'`\`y%%"' I 1 / . l I' ~ % r 1 1 4 ` \ I 1 0 0 0 0 0 0 0 0 0
' ~''i,'^ .vVA\VV V`v A / I /A.. 11 / , Atm. ~1~EL r2 / / 1 1 Ir,.~~' l r 11~ / :I' ~1 2V ~ 1 1 1 1 I , ! 1 \ I 1 I 1 A\\~ , t 1~ / / I. / 1 .P I ! ,T l i 11 I 1 ~ I J l I 1 V A br ~ 1 1 v v` I , `Iii v 50 ~ 1, A ' GRASS'-LINED (s/ I 1 y i 1?, 1 1 ~I I I I I ~ v ~ 0 0 0 A 0 0 0 0 O A PLAN o 0 0 0
I ,1/ 1 1 1 1~i\\\V\\y~`. 1 f I I t I 1 1 J P , I r ~ ! /1/ / , .'w~ 1 ~ 1 I I I 1 ! 1 v r/1~1lII 1vvv~v/!/, , I / I r 4~'.,A '•'1 ~ I / 1;,, 1 v 1 I I 1 r I 1 ~ +,ld o 0 0 o PIPE OUTLET TO 0
I I 1 v 1~ 1 1 1 J 11, ii r / l HA NEL ~'6/ 1% J~ ~ ~ ~ r'.'~'r. v ~ I 1 1 1 ~ o d 1 I l! 1 Ill 4 1 111 I/! 1 • A /1 ~ 1 k-~ V 1~`v l ~ / I I 1 v I 1 11 ) I I / ~ Av 0 , ~ I I 1 1. 1 1 I ~ v 1 ~ ~ ' 1 - - w~ R S-LlN6D ~ / / / / ~ 1 v ,r 1 ~ 1 1 ~r 1 I \ ~ ~ o do WELL-DEFINED CHANNEL
il/ ~ I I 11 l 1 I 1 1 av., v i 1 1, ,Q I r r' t/// r / / v y,. 1 1 ~ 1 I;~ v ~ 1 , t I 11 I l ll~ 1 V I,i , A \ , i / !V 1 ! ~ / / ' ~ /,'r' i ,y,' ',1~. / 1 I 1 I ! ~ ~ .,v~ ~ 0 0 0 0 0 0 0 0 0 APRON
1 I l l~ t 1 I I I l l l 1 v 1 1 i' _I V ~ (~0 l 1 / / f/ ~ r// /,r r,J' ' / I' 1 1 I ~'~I 1, J I I I I v t l 1 \ l; I 1 I ~ ~.`~J 1 ire / / I 1 f / rJ'~ / .1 ~ r'h~ 1 l/ 1/ 1 I 11 1~ f ~ 0 0 o LENG PLAN 0 FOREST FORESTED STR~YA FZONE 1 20NE 2
I 11 1~ 1 1 ~ I I I 1 / 1. ~ \ \ , ! ~ ~ 1 I ! l v ,r~r,r1 1 1~ I! /j / I l 1 1 1 J ~ v\ i i I ! r l l r l i f I' I I 1 1 11\ I I 1 1 PIPE OUTLET TO iLAT LET TO FLAT p o NO OVERFALL Qt DENSE ~ ~
1 1 1 1 1 I I 1 1~ l / / 1 , f I I I 1 Ir''I 1 V ~..1 1 1 1 1 11 l 1v , 1 11 I\ ! \ ~ AREA WITH NO WELL- , I 1 1 111 111 1 1 1 \ ! ~ ~ ~ \ 1 f I f I l 1 ~'rf' I \ p ~ ,,w 1 1 1 \ " \ ' 1 1 ' \ ~ DEFlNED CHANNEL 11 NO WELL- 0 GROUND CHANNEL APRON COVER GROUND
\ , 111, I„I I - I l R'yC ~M! / ~ a, , I 11, ,1. \ , , . 11 1 `1 V 1~ I ~ I 1 1 f 1 1 1 ~ T~ ,~4 ~ + 1 I ~ I 1 , IJ ~ `v 1''`~`~. 1 /I I 1 rA'A' I + ! ~ l ~ / ~ ~ ~v COVER LENGTH NO OVERFALL o 0 0
,,I 1 II 11111 I r ! 1 r { 1 1.. \ , ,r ,r1j , ! / I , ,1`1+4111„1'^' 1 ; r ' , I i I , 1 ,~40 \ ~ ,,r' ` r'1: . ,r~ ,r'1 1, 1 , ! / / I . f, SECTKkI A- 20' 30' 30' 20'
111 1 1 _ _ _ 1EVEL SPREA~ R + l 1 + I I 1 \ , ! 1.1 ! / ~ 1 ~\411V~11+11~_--- ----~lIE''~" 1+ r r I 1 I 1 ~ 1t 1\ \ 1 . %G 1/ , l { 1 / 1 I c~ . ~ FILTER FABRIC 0 0 o OR FlLTER BLANKET
' 11 11 I vv ' + I I I 1 , 1 1 v 1 ` .''~ti 2~_ ~ ~ ~ , !r l , /l l ~ t 1' SECTION A-A
\ ` \ \ \ \ \ \ ~ I I \ r' ` `L~ / 2S 1 1 11, 1 ' / 11 I" FILLER FABRIC OR FlLTER BLANKET
~ ~ \ \ ` ?~,1r--~-----,'J`am! - - l,';r ~,r' \ ~ + 1 1! ! \ 1 Il \ APRON / PIPE q D50 LA 3D0 W DMAX THICKN STONE MIN.
\ ` - / 1/ + I \ PIP ~ _ plpE DIA. (CFS} (INCHES) (FT,) (FT.) (FT,) (INCHES ESS CLASS THICKNESS (CALC.) (READ.)
\ ^ \ \ \ \ \ ~ ~y-_^;+r`.'.,`s:..._..~1~ / V / f 1 1 h 111\/ \ T 1 24" 19.7 8" 16.0 fi.0 18.0 9" 13.5" B 22'
2 18" 2.6 3" 6.0 4.5 7.5 5" 7" B 22" ~ RUNOFF BY
3 1 ' 1 " ~ SHEET -Flow 8 .2 3 6,0 4.5 7,5 4" 7' g 22" r..-_
4 18" 1.5 3` 6,0 4.5 7.5 5" 7" B 22'
• ` \ \ 1 ! 1 111 I I _ , - ,r,r',,, - ,.y \ ,r'', / /ti 1 \ \1 \ \ \\I 5 5 18" 4.2 4" 8.0 4,5 9.5 6" 9" g Y2"
_ -y 1 I 1 J r /%~i i i~' / i I,r'' r' ^-~,t r,.t_ ~ 1,''^.------ 1 1, \ 1 `1 11+y, `
- ~t~',1 , /i, ~ ,,r ,,r , / / 111`',- _ OUTLET PROTECTION TYPICAL C
C ' ` 18 R.C.P. ! . \ 11 1 I I 1 I I '/i~ I S I 'J r' ,'~,r'' 1'' ~ \ 1 r. \ 1 ` \\1 ROSS SECTION OF RIPARIAN BUFFER NTS NTS
• \ \ 1 + I f I ( I I 11 I ~ r r r' r J ~,QA + AI; 1; \ \ ~ ~ ? \ \ ~ _ ' 1 I I 1 I i ' I I 1 t 1 1 \ v''~ ;I`'.C ,r'' ,r'' 1 ~ 1 ,i l \ \ 1~ _
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1 , , , , I I ~ f s , ILE~f FADER ~ I / 1. f - I I ' I ' 1 ~ 1 , /I I, t \ V ~ , + (I I I , r 1 , 1 IS/ZE A--. i _ ~ ~ / M''~' , 1 1 , 1 ,,r I I I 1 ~i'r'~ ~
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\ 1 1 ' ~ ' I I II I III I I 1 /If \ 1 1 1 \ 1 ` r~r + ~ 1 \ 1 ~ l1I I' J1 + 1 S I 1 (1 III I I I I I/- A A I I I. ! I 1 ~ 1 ,.Y 1 1 11 V~l 1 1 1`V`I 11 \ I 1111 I I I I1 , \ L,- I 1 I I , I ! 1.'' 1 ?,r y'' ,,.1 I , \ 1 \ \11 1 1 1 1 1 ? ) I I I) I I I I I lIl I I I I , I t,_,.,-,_, ~ ~ 4- 1 . 1 1 t ~1 1 I I l~l~{ \ 1 1~'I 111,E 1 1 1 1 l'l 111
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f I I fl,~ l/-!~///~''' / 1 ' 11 I r' r ~ 1 / I 1 `.,1 1`, 1 I I 1 1 !l l1 ~J/l/// Ill I l I j ~ /1 j / { l l 1 'ty,r'r' _ I 11 I I~ I I I 1(\~~vA / 1..,1 I ! /i,Ir11fN 14 , ~ 1 I ! 1 ~ r,'' 28 ~ I 1 I III 1 \
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`\\\\\\`\\\11` ~\r Vii' _ _ I \ 111111 If! i ~ 1 1 ` J 1 1 1 11 \ \ \\\\;\\~i`_ \ 111111/,1 ~~~\\;\4\ \ J 3~ 1 i 30 1 1~'Gi I 1 11\~\,x\^,11 ~ 1 ~ 111 1 1 1 1
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~ _ ` = ----~11/ 1 1~\\~ J. \ ! 1 - ;~r I /I I I , III r,/,~/ t ~ - - .l r` \ - „1 ,r' `\\1 I I 1 ~ I III 1111111 I ~ ! I I 1, ~,I/ ~ ~1 f I~I~li~l! 1
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, + ~ _ ~A \ /1 I I III+III~I I I 1 ~ 'w r'~/ /'11R1,` . Ihl 4~• I~ ~~.;111,` ~ ~ FOR 11 11+ I I I` r 1 11`11 1 1 LEGEND
1 1 / „w:~:~~~ 1 ,,\,111) 1 `III 1 Ir r 1 ~ ~lll l`11
\ I/ ~ /l ` ~1 1 \ 1 1111 `,,~~,111 , ~ ~ ~ ~ 11,,',1, ' SEDIMENT TRAP ~ 11',111\~ 1I i.. 1
~ 1 11~ 11,1 1 , I , , 1, 11 11„•~`1~ , D/~ERS/ON DITCH JOHNSTON COUNTY NC
l 1 l `^\v~~ \~w~v~1v v \ ,1 „f v~~~~,vvw~\vv,,A 111 1 A~ V ~ l 11,11,~~1, , ' ) ~ 1A~~
\ \\11• 1, OUTLET PROTECTION ~ 1~~ ,
\ \l\\111 \ ~ I i\ l 111111VAl~ 11 1 ' CONSTRUCT/ON ENTRANCE ~ II _
I\ lllt~1111,1111~,11 \ , t 1';1 X11,1,11 ~1,~' Dalton En m nn A ee
I L1 /r, f•nnre nrn ~ ~ ~ n. /1
LGVLL ar-ITLfiLIC/T Ess; and Associat
o . es, P. A. Q z ;2 , ROCK DAM ® rQ 9~ ; q
C " . SEAS 446 East Mai SCALE: 1 100 - n Street (919)5504740
CLEARING L/U/T 162$2 C P.O. Box 426 Fax [phone]
AND D/STURGED AREA cINEE, Clayton, NC 27520
0 50 0 50 00 200 300 GRASS- - ~ LINED CHANNEL 1.
r,,,,,,, << z Job: 02020 Date. 06/13/2002 Revision:
D 3
File: S&EPLAN Drawn: DBL Sheet: 11 OF 11
F:IPROJECTS1020201S&EPLAN.dwg, 06113/02 02:28:34 PM, jtd.pc3, PLOTTED BY BRANT