20080208 Ver 1_401 Application_20080108

TRUE LINE SOILS, INC.
~__~-it~`-fr{__~ 0 8- 0 2 0 8
7~ ,~ ~, r~
401 nversi~htlF,xnress Review Permitting I1nit 29 .Ta.nuarv OR
1650 Mail Services Center
Raleigh, NC 27604
Re: Pace Tract nn Ruffaln Rd_
P~ -.
Pre-Construction Notification
Dear 401 Oversight Unit Representatives:
Included with this cover letter are the required items fir suhmissi~n ~f a PCN. These
include but are not limited to:
1. Location map with NRCS soil survey map and USGS 1:24,000 topographic map.
2. Riparian buffer locations as overlays with defined zonal impacts (Shown on
Roadway and Utility Construction Plans).
3. Proposed stream crossing and supporting stormwater plans (Shown on Roadway
and Utility Construction Plans and Stormwater Management Statement).
4. Previous Express Review stream origin determinations (DWQ EXP# 07-1471).
5. Completed PCN application form.
Please contact us if any further information is required.
Thank you.
Sincerely,
,F~
~-
Neal F
Qr~~~a~~ Q
JAN 3 0 2008
~~N~ • ~vAr~r? c~uAtaTr
WETLANDS AND STORMV4ATER BRANCH
205 W. Main Street, Clayton, NC 27520'
[phone] • Fax: [phone]

Office Use Only: Form Version March OS
~$-0208
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing ~ ~ ~ ;
1. Check all of the approval(s) requested for this oject:
^ Section 404 Permit Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^v'401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: /~ W~ ~~/
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
S. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here~~ ~~,~...
II. Applicant Information ~ ~ ~ t "~ ~ ~"~ ~~~ , ~N. ~_~r
1. Owner/Applicant Information .i A ~ ~ ~ 2 ~ ~~ 8
Name: '~e,T' fiw qG.~a p + DENR - WATER pU ~R H
-~ ~ '` ct
Mailing Address: 13~ gS~ ~ti . ~ ~'-~
Telephone Number: ~/`i ~3 -- Fax Number:
E-mail Address:
2. Agent/Consultant 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:. aQ~~ ~~ g~:•~
Company Affiliation: ~ °°~r~e~ ~~ ~ a ~ ~.
Mailing Address: y~~~: " -v?~ ,r;
. _, t ~ ~ ~.. .,.. ,_. , ~,,... 'S ,.~
~, ~. ~ ~ ~~~ ~ ~.. Fax Number: ~~ 1 , :; ,... ~""~ ~ ~ :. ~ -. z
Telephone Number: ~ ~~ _ «~ ~~ ' `~'
;..
E-mail Address: cam; ~ ~ ~ k ~,,~ e .~~, Q -, ~~ ~l ~:~',,__~,, ~ ~ n~
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: ~L1,C-~' _ ~f°aC.~-~
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN}: ~,~~~~,~~ , ~ ~a5 yT~ ~ qi ~o
4. Location
.,
County: ~~,~^.', ':_o.~,,. Nearest Town - • ~ ~. ~..., ~~.,~~ ~~~-_~,~`- / ~ ~;~
Subdivision name (include phase/lot number):
Dire Jc~~tions tyo sitge~- (include road numbers/names, lan}d [marks, etc. ): ~~ ~-~ ~' ~~ `.'_ < ~ ~ ~~. f., i
JP ~ VC_ ~ ~ ! ~. L ~fi 9.r.$;A$ ~ ~ e ~~ '_ 1 °s ~A yP f 'l~4^ `Y~:4 Q~ ~t .. } P{y~ r' ~ ~ .i t
~"'~.e 3t'°n ~! ~ ~k A°~k ~+ ~~~ €~a ~ .,. tr+~ t ,~„s,-;,-.~ £ ~ ~' '~'.r ..--+..~ ~..'....~ T~ y~ T'.:~ ~ ~kS~Q l4'~1 ~~~
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody
Decimal Degrees (6 digits minimum): ~~ . ~~c~ °N - '~ ~ °W
6. Property size (acres):. _ j/, S9y g,L
7. Name of nearest receiving body of water: ~~~, ;~.r ,>..,,. ~'~.~,- R
,~
8. 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/adminimaps/.)
9. Describe the existing conditions on the site and general land use m the vicinity of the project
at the time of this application: e -~~,~ ~`v`~~ ~ ~~.~ ~ ~ ~~~~~
Page 6 of 12

10. Describe the overall project in;detail, including the type of equipment to be
IV.
V.

11. Explain the purpose of the proposed work: °ia ~~~ ~ _: ^.~ ~ a -~ ~ P ~.n., ~ _
>.~
~, ,~ ~
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. ~~ ~ ~ ~~ r ~ ~, ~ ~~ Q ~ ~ ~ ~ S~-~ ~g~ ~-,,~':~;~--a ~~
Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
1. Provide a written description of the proposed impacts:
T~~
Page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se arately list im acts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

~i~ ~~G, ~n,_ ~_l', : ,r ~ ;~
~ ~? Fes, • S ,
l~`~ ~ ~ '
~ ~~~ ~~ 7 r '~ ~"'

Total Wetland Impact (acres)
~ 3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acrea e, multi 1 len h X width then divide b 43 560
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
B
e
fore Im act Impact
Length
inear feet Area of
Impact
acres
.~
iJ~ v~n.c~~ I ri ~O. ~°o ~ ' ~ ~ > fah. ,: ~ )
~
'7 ~ ,.
`s

Total Stream Impact (by length and acreage) ~~~ ~~ a GEC
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred~ina, flooding, drainase_ bulkheads_ etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(~ applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres) ~~~1~
Page 8 of 12

6. List the cumulative impact to all Waters of the U.S, resulting from the project:
Stream Im act acres
Wetland Impact (acres): ,
O en Water Im act (acres
Total Impact to Waters of the U. S. (acres)
Total Stream Im act linear feet): i ~ ~, ,
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes Q~No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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 con truc ion
techniques to be followed during construction to reduce impacts. ~ aa~~
~'~~ ~~~Q~~ i c~,S cr-~~~ ~ IJt~,_ -try by . ~~-- dom... ~ ~
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.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr state nc us/ncwetlands/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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state nc us/wrp/index htm. If use of the NCEEP is proposed, please
check the appropriate box on page five 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 ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12

IX.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/stat local) funds or the use of
public (federal/state) land? Yes ^ No
X.
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at (919) 73 -5083 to review current thresholds for environmental documentation.
Yes ^ No []~
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Sup ly Buffer Requirements), or other (please
identify- _ /l9.e ~ ~e ~ )? Yes ~ No ^
2. If "yes", 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 rnultinlier~
Zone* ~ Impact
Multiplier
Required
2 3 11 ~
Total 1'
* Zone 1 extends out 30 feet erpendici
additiona120 feet from the edge of Zone 1.
3 (2 for Catawba)
l.s
the top of the neaz bank
Zone 2 extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. _ /~ (~
Page 11 of 12

XI. Stormwater (required by DWQ}
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.~~ ~;~, = ~ . / ~ ~, ~ /~,,,~°~~~ ~ ~; S~
XII. Sewage Disposal (required by DWQ)
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.
XIII. Violations (required by DWQ)
Is this site in violation of DW etland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No [
Is this an after-the-fact permit application? Yes ^ No [~-
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additonal
development, which could impact nearby downstream water quality? Yes ^ No 0'
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional): '~ c
`I-1~' f
~ F ~~~~5.
y~,.~ Vl.~r' S ills ca.~,~ ~ d°w.~., .~ r~.p~ r
11,r 1~'~'t..;,s -~-ray.-~ I~''
°~"J
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).

e•,
~i `~
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

~~
Dalton Engineeril~ ^_. _.............._..:.._..:._~..`
arld ,associates. PA.
April 2, 2007
To; Johnston County
Department of Public Utilities
l'C1 Box 2263
Smithfield, North Catalina 27577
SUB: Starmwater Management Statement
The Pace Tract
3ohnscon County, North Carolina
t)vrner: Jerry Cv, Pace, Jr.
13388 Buffalo Road
Clayton, North Carolina 27527
Subject project involves the development of approximately 33.37 acres of land tltat is located
in the Wilders Township of Johnston County- This property is presently zoned AR and is
planzted for'29 single-fa:tr~ily lots with an average lot size of approximately 45,740 sgft. each.
The lots w•it! tiont on standard NC DOT streets, with graded grass-lined ditches and
shoulders. leach lot will he served by public water from Johnston County and wi1D have
individual septic systems, approved by the Johnston County Environmental Health
Deparinaent.
The project is not located withirt an area that is defined as an F,nvirortmentally Sensitive
Area, as shown on current reaps provided by Johnston County. The impervious area is
below the allowable limit indicated in the Ordinance.
The existins drainage patterns will remain, with the Overland runoff into unnamed tributaries
to Big :A.rrn. 'These tributaries are considered "blue line" streams and will be required to have
50' riparian buffers on each side of the stream. The existing drainage feature downstream,
the main stern of Big Arsn, is large enough to handle the additional runotfgenerated from
this project, One roadway crossing will be analyzed downstream of the project. The
crossing is on SR 1715.
impervious areas, within the project area, will be limited to roadway construction and lot
development. The impervious percentage for "1'he Pace Tract is based on the following
assumpti~~ns:
Dwellings 2,000 sgfs.
13riveway 1,400 sglt•
446 fast Main Street - P.O. Bax 42b # Clayton, NC 27528 - (919) b50-474G/Fax (9 i 9) 550-4741

-2-
• storage t3uilding ~VU sgri.
Patio, P9rcl1, Walks 861 saft•
Tc+cal 4,46! sgft. per lot
l.i>ts: 4,461 sq.ft, x 29 x 1/43,5b(i = 2.~7 acres
Streets: roadway and col-de-sac = 1,20 acres
Tnta1= 4.D7 acres
~i.f7i33.37 = DZ.5 % impervious
Total nitrogen ex}x~rt calculations have beers provided (attached) in accordance with current
requirements of the Johnstgn Caunry Storxnwater Ordinance. Calculations, based an density
ofhousing, management of open space, total anticipated impervious area, etc,, indicated that
the nitrogen export (3.E~t~ lb;aclyr} would be below the arnount required far payment to the
Wetlands Restoration >drograzn.
The riparian butler sha.il be utilized to filter the runoff before discharging offof the property.
T}te sfozimwater runa#I'will. be ailorved to sheet flow through the buffer to maxirnixe filtration
and mi.nirnize the rate of runoff. Measures wil! be applied that extend the time of
concentration and reduce the peak outflow from the project. The drainage area and potential
runoff will be analyzed during the design phase, relative to detrimental ef3ects of increased
runoff, from post-development conditions. This includes analyzing ef~'ects to adjacent and
oED'site properties and proposed onsite structures, such as driveway culverts.
'The construction prortss stall fully utilize a Sediment & lr'rasic~n Control Plan that will be
approved by NC-UENR. The purlx~se of the plan is to insure that erosion stays at a
aninimum and that sediment stays out of the streams and for drainageways azrd on the project
site. The plan w%11 utilize management practices such as diversions, silt fence, level
spreaders, sediment traps and an aggressive vegetation plan to minimize and control erosion.
The platy will be provided to the Contractor as a part of the Corbstruction Plans.
)f you have any questions or additional comments, please call.
Thank 4~U.
9~ ,
Jonathan Barnes
J F3/al
b:nclosure

Tti F ,'"aA~ ~ k'~.~ I
iaYa~
(1 } ~ ~2} (37 (4~
Type of land cover 1 area TN Export Coeff. TN export i`rom
acres ibslac! c use 'ibs! r
Permanently protected undisturbed
©pen space (forest, un-mown ;. ~-~ ~.6 3. ~~.
rneaciow, etc.
Permanently protected managed
open space (Fawn, grass, ~ ~ ;~-' ~ .2 ~~
lanc~sea in ,etc. !
_ ----__ -__
[mpervioWS surfaces (roads, partcing _
lots, driveways, roots, paved or ~. ,1 ! 21.2 ~~ 4'
graveled storage areas, graveled
ete.
roads ~ ~
,
---- _.
t-- _____
TOTAI. ~
- °i---------- ---~ _

Nibvgen Calculations
Project: TAe Jerry Pace Tract
Prgjact ~: 07021
Date: t?l1~12007
Type of Land Cover Area TN Export Coeff. TN Expflrt from use
(acres} (ibslaGyr) (tbslyr)
Pern-2x7entty prolJected ~tlisWrbed ~ .79 acres O.fi 1.07
oiler; space (forest, un-mown
meaCow, etc.)
Permanently protected managed 27.52 21Cres '~ .2 33.02
open space (lawn„ grass,
landscaping, etc.)
Impenr+ous surfaces (roads, parking 4.07 acrrns 21.2 86.28
bts, driveways, roofs, paved or
gravelled storage areas, graveled
roads, etc.)
TOTAL 33.37 acres '924.38 tlbslyr,
Number of Lets io be developed: 29 ea.
ImperviousAr+ea within Roadway = 47,7?6 s4.ft. t.10 acres
Max Impervious Area Rer t_ot = d,4f 1 sq_ft. 2.97 acres
©evelopment Impervious Percerrtage: 42.2 °~ 4.0? acres
Total TN Export = 'k20.36 (Ibslyr}/ 33.37 acres = 3.6 (9bs/ac/yrj
Payment to ~9orth Carolina Ecosystert~ Enhancement Fund=
3.fi Ibs/actyr - 3 +3 IbslacJyrX$~5Q.50 X 17.35 acres = $Q.Q~

III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
~.~~ 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build-out,
- Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High flow bypass system,
-Maintenance access,
- Recorded drainage easement and public right of way (ROV11), and
-Boundaries of drainage easement.
S L l
~ "
'
; 2. Plan details (1
or larger) for the level spreader showing:
= 30
- Forebay (if applicable),
-High flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Recorded drainage easement, and
- Design at ultimate build-out.
C 3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
~`~_-,<'
4. Adate-stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
.~-
'''M `~-
5. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
~''' ~,~J~
1~ l.•liJ 6. A construction sequence that shows how the level spreader will be protected ftom sediment until the entire
drainage area is stabilized.
7. The supporting calculations.
'~~.. 8. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
'
N //~ 9. A copy of the deed restriction.
Form SW4n1-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.3 Part III, page 1 of 1

®~
Y~~-
NCDENR
O~~ATFR
~~, .. QG
fit" d~
>_!~y
O T
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Jerry Pace Tract
Contact name Sabrina E. Davis
Phone number 919-550740
Date January 17, 2008
Drainage area number 1
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area 28,822 ftz
Impervious surface area 3,000 ffz
Percent impervious 0.10
Rational C coefficient 0.45
Peak flow from the 1 in/hr storm 0.297747521 cfs
Time of concentration min
Rainfall intensity, l0-yr storm 5.48 in/hr
Peak flow from the 10-yr storm 1.631656413 cfs
Where Does the Level Spreader Discharge?
To a bioretention cell? (Y or N)
To a wetland? (Y or N)
To a filter strip or riparian buffer? y (Y or N) Please complete filter strip characterization below.
Other (specify)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass ft
Width of dense ground cover 50 ft
Width of wooded vegetation ft
Total width 50 ft
Slope (from level lip to to top of bank) 4.5
Are any draws present? n (Y or N)
Level Spreader Design
Forebay surface area 8 sq ft
Feet of level lip needed per cfs 13 fUcfs
Answer "Y" to one of the following:
Length based on the 1 in/hr storm? (Y or N)
Length based on the 10-yr, 24-hr storm? y (Y or N)
Length based on the BMP discharge rate? (Y or N)
Design flow 1,72 cfs
Is a bypass device provided? n (Y or N)
Length of the level lip 23 ft
Are level spreaders in series? n (Y or N)
OK
OK
A bypass device is not needed.
Level spreader length OK.
Form SW401-Level Spn:ader, Fitter Strip, Restored Riparian Buffer-Rev.3 Parts I. and II. Design Summary, page 1 of 2

Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
Y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
(Y or N) Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
cfs Do not complete this section of the worksheet.
Do not complete this section of the worksheet.

t
y t
•-- ----------- --------------~
M M
B ~

Form SW401-t_evel Spreader, Finer Strip, Restored Riparian Buffer-Rev.3 Parts 1. and II. n Summa
Desig ry, Page 2 of 2

Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential roblem: How I will remediate the roblem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
s stem
The flow sputter device The flow sputter device is Unclog the conveyance and dispose
(if applicable) clo ed. of an sediment off-site.
The flow sputter device is Make any necessary repairs or
damaged. replace if damage is too large for
re air.

BMP element: Potential roblem: How I will remediate the roblem:
The swale and the level The Swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise dama ed.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it water until it is established. Provide
lime and aone-time fertilizer
a lication.
Trees or shrubs have begun Remove them.
to grow on the Swale or just
downslo a of the level li .
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish ro er erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill, necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if a licable . a roximatel three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer a lication.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide aone-time
fertilizer a lication.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. )f pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet 401 Oversi ht Unit at 919-733-1786.

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name: -' ~ ~ r ' i ~ ~ ~ ~~
Title: T; Lv Y~.~',~
Address

Phone: ~~ i~ ~~~
~~
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, I v ~ ©' ~ ~ ~ ~ ~ ~ , a Notary Public for the State of
No~~~'h ~CA;rD~ I nc~.. ,County of ~~~ l~h n5~t0on , do hereby certify that
~ _~~ Y 1~'i-~ ~G L~ .JY • y ~~ personally appeared before me this c~'~
day of ca'~~, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
•~' w
_ . M~ ~ Aires
i •• : ~ q
R
,,~, Nsr®N Go,,e,,.
a
s~~~0/011011t,,e!
SEAL
My commission expires ~ I ~ ~C~

III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build-out,
- Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
-High flow bypass system,
-Maintenance access,
- Recorded drainage easement and public right of way (ROVV), and
- Boundaries of drainage easement.
~'--~ 2. Plan details (1" = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
-High flow bypass system,
-One foot topo lines between the level lip and top of stream bank,
-Recorded drainage easement, and
- Design at ultimate build-out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
~~.
~ ~
4. Adate-stamped photograph of the filter strip that clearly shows the type of vegetation that is present.
V -' ~ - 5. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
~. ,
6. A construction sequence that shows how the level spreader will be protected from sediment until the entire
drainage area is stabilized.
~~ 7. The supporting calculations.
~~"` `~' - 8. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
9. A copy of the deed restriction.
Form SW401-Level Spreader, Filter Strip, Restored Riparian Buffer-Rev.3 Part III, page 1 of 1

OF W ATF9
~~,~
~ ~? ~ ~
>'a y
NCDENR ~~ T
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Jerry Pace Tract
Contact name Sabrina E. Davis
Phone number
Date
Drainage area number
919-550-4740
January 21, 2008
2
II. DESIGN.INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP
Drawdown flow from the BMP cfs
For Level Spreaders Receiving Flow from the Drainage Area
Drainage area 9,411 f~
Impervious surface area 3,750 ftz
Percent impervious 0.40
Rational C coefficient 0.99
Peak flow from the 1 in/hr storm 0.213896136 cfs
Time of concentration min
Rainfall intensity, l0-yr storm 5.48 inlhr
Peak flow from the 10-yr storm 1.172150827 cfs
Where Does the Level Spreader Discharge?
To a bioretention cell? (Y or N)
To a wetland? {Y or N)
To a filter strip or riparian buffer? y (Y or N) Please complete filter strip characterization below.
Other (specrfy)
Filter Strip or Riparian Buffer Characterization (if applicable)
Width of grass
Width of dense ground cover
Width of wooded vegetation
Total width
Slope (from level lip to to top of bank)
Are any draws present?
Level Spreader Design
Forebay surface area
Feet of level lip needed per cfs
Answer "Y" to one of the following:
Length based on the 1 inlhr storm?
Length based on the 10-yr, 24-hr storm?
Length based on the BMP discharge rate?
Design flow
Is a bypass device provided?
Length of the level lip
Are level spreaders in series?
50
50 ft
5.9
n (Y or N) OK
8 sq ft OK
13 ft/cfs
(Y or N)
y (Y or N)
(Y or N)
1.26 cfs
n (Y or N) A bypass device is not needed.
17 ft Level spreader length OK.
n (Y or N)
Form SW401-Level Spreader, Fit[er Scrip, Restored Riparian Buffer-Rev.3 Parts I. and II. Design Summary, page 1 of 2

Bypass Channel Design (if applicable)
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Dimensions of the channel (see diagram below):
M
B
W
Y
Peak velocity in the channel during the 10-yr, 24-hr storm
Channel lining material
I.
,
t ~------------
M
(Y or N) Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
ft Do not complete this section of the worksheet.
cfs Do not complete this section of the worksheet.
Do not complete this section of the worksheet.
Y
B
/ ~ 1
M
•
Form SW40'I-Level Spreader, Finer Strip, Restored Riparian Butfera2ev.3 Parts I. and 11. Design Summary, page 2 of 2

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Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
- Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year, the soil will be aerated if necessary.
- Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
The entire filter strip
Potential problem:
Trash/debris is present.
How I will remediate the problem•
Remove the trash/debris.
The flow splitter device
(if applicable)
The flow splitter device is
The flow splitter device is
damaged.
Unclog the conveyance and dispose
of any sediment off-site.
Make any necessary repairs or
replace if damage is too large for

BMP element: Potential roblem: How I will remediate the roblem:
The swale and the level The Swale is clogged with Remove the sediment and dispose
liP sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled, undercut, eroded or
otherwise dama ed.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip, and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and aone-time fertilizer
a lication.
Trees or shrubs have begun Remove them.
to grow on the Swale or just
downslo a of the level li .
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish ro er erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this, reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if a licable . a roximatel three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer a lication.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide aone-lime
fertilizer a lication.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet. 401 Oversi ht Unit at 919-733-1786.

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
i~
Print name: ~~~r - ~~ ~
Title: ~~v~tes^
Address: /3~~% ~~,~.~~~
Phone: l`/~ .~ 5 3~ ~ ~l
Signature:
Date:
~~ ~7~~ ~
3G' i'- y
%v ~
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, M ~ ~ ~~ ~ . LC ~. , a Notary Public for the State of
~~OY~1 ~`l~~ ~ IV~C{, ,County of ~~, h n5~1 , do hereby certify that
~~ r U Pc~ C~ ~~ personally appeared before me this 2 y
day of ~ , o~ (~ ,and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
. ~®~Aq y
Fhyll Z ®~
.~,
°o
,~''~~~r~N G~;.~~,.
4BA~3AAA/1~~~`\
SEAL
My commission expires ~ ~ ~ [`~ QI

Designation of Agent and Statement of Authorization
Date: 24 January 2008
1. Project: Tract on Buffalo Rd.
2. Applicant:
Name and Address:
Je~~7 ac
-~.
I33~ ~v~a,~~ ~,
~« ~ ,~ ~~ ~-~5~-~-
Telephone and Fax numbers during business hours:
(9 ~~) 5 ~3 ' ~~ y ~ phone
( ) fax
Email-
I hereby designate and authorize Trueline Soils to act on my behalf in the processing of
this permit application and to furnish, upon request, supplemental information in support
of the application.
Signature of Applicant ~ --'
'~ ~~
~~~~~~~
Date: ~1 ~~~~
2. Agent:
Name and Address:
Trueline Soils
205 W. Main St.
Clayton, NC 27520
Telephone and Fax numbers during business hours:
[phone] phone
[phone] fax
Email- [e-mail]

UcB
JOI-INSTON CO. SOILS SURVEY
SC ~ E, J 9~ = 1 boo®~

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CLAYTON UAI~]E~ANGLE ~' ~ ~ "~' - ~~
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SCALE: 1" - 1,000' `~>~^~1, wI `~` ~ ` ~"~~ ~ ` ,~~~,~~~~~3'~~

-S o ~ i
O~O~ W A T ~9QG
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~ Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Cazolina Department of Environment and Natural Resources
September 17, 2007
Mr. Jerry Pace
13356 Buffalo Rd.
Clayton, NC 27520
Subject Property:
Buffalo Road Subdivision
Coleen H. Sullins, Director
Division of Water Quality
DWQ EXP# 07-1471
Johnston County
On-Site Determination for Applicability to the Neuse Riparian Area Protection Rules (15A NCAC 2B
.0233} -EXPRESS REVIEW PROGRAM
Dear Mr. Pace:
On September 1 1, 2007, at the request of Mr. Neal Floyd, Lia Myott conducted an on-site determination to review
six stream features located on the subject property for applicability to the Neuse Buffer Rules (ISA NCAC 2B
.0233). The features are labeled as "A" through "F", on the attached maps initialed by Lia Myott on September
17, 2007. The Division of Water Quality (DWQ) has determined that the following:
• Feature "A" is a perennial steam and is therefore subject to the Neuse Buffer Rule on the property.
• Feature "B" is at least an intermittent stream (an intermittenUperennial point determination was not
conducted) but the feature is not shown on either the USGS Topographic map or the Johnston County soil
survey map and therefore is not subject to the Neuse Buffer Rule, but is considered a jurisdictional water
of the state.
• Feature "C" is a perennial stream at the flag labeled "C1"but the feature is not shown on either the USGS
Topographic map or the Johnston County soil survey map and therefore is not subject to the Neuse
Buffer Rule, but is considered a jurisdictional water of the state.
• Feature "D" is not subject to the Neuse Buffer Rule. No stream feature was observed.
• Feature "E" is not subject to the Neuse Buffer Rule on the property or within 50 feet of the property
boundary.
• Feature "F" is an ephemeral stream and is therefore is not subject to the Neuse Buffer Rule.
This on-site determination shall expire five (5) years from the date of this letter.
Landowners or affected parties that dispute a determination made by the DWQ that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ 401 Oversight/Express Review
Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. You must act within 60 days of the date that you
receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the
affected party (including downstream and adjacent landowners) is notified of this decision. This determination is
final and binding unless you ask for a hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers.
Nor does this letter approve any activity within Waters of the United States or Waters of the State. If you have
any questions, please contact Lia Myott at 919.733.9502.
401 Oversight /Express Review Permitting Unit
1650-Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlattds
No°C Carolina
~atura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Mr. Jerry Pace
Page 2 of 2
September 17, 2007
CHS/cbk/lem
Sincer
Coleen H. Sullins, Director
North Carolina Division of Water Quality
Attachments: Johnston County Soil Survey Map, USGS Topographic Map
cc: Neil Floyd, 205 North Main Street, Clayton, NC 27520
DWQ Raleigh Regional Office
File Copy
Central Files

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