20052167 Ver 2_401 Application_20060321

S!<elly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615 ~~~ ~ ?
E-mail: [e-mail] ~ ' ~°-~
Internet: www.skellyloy.com
To: US Army Corps of Engineers
Raleigh Regulatory Office
Attn: Eric Alsmeyer
6508 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615
From: Jay Keller
Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, North Carolina 27615
LYarvo LOY
IEE ~ 6-.ENVIRONMENTAL
~ -.NSLILTANTS
V~ aC) r ~~ZD~
Phone: [phone]
~ Fax: [phone]
March 2, 2006
NC Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Staff
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604-2260
~~, _- MAF~ 2 D
_"' " ~ 2006
Re: WINSTON RIDGE SUBDIVISION RESUBMITTAL WET~-WATE~
~ St QUALITY
Franklinton, Franklin County, North Carolina ORAfWq~e~y
On behalf of the applicants, Denmark Construction Company, Inc., please find attached a complete
application and supplemental information requesting written concurrence from the United States Army Corps of
Engineers (COE) and the North Carolina Division of Water Quality (DWO) that the activities proposed below may
precede utilizing Nationwide Perms 39. The previously submitted plans and applications have been revised to
reduce impacts to the pond, wetland, and stream areas located in Phase I. These proposed impacts are
contained in the attached packet of information. Please contact me at [phone] or [e-mail] if
you have any questions or require any additional information.
PROJECT SUMMARY
Project Name WINSTON RIDGE
Project Type SUBDIVISION
Owner /Applicant Denmark Homes; Matthew Winslow
County Franklin
Nearest Town Franklinton
Waterbody Name UT to Horse Creek
Basin /Sub-basin 03-04-01
Index Number 27-17-(0.3)
Class C; NSW
IMPACT SUMMARY
Stream Impact (feet) 96 linear feet
Neuse River Buffer Impacts (acres) -0.17 acres
Wetland Impacts (acres) 0.085 acre
Total Impact to Waters of the U.S. (acres) 0.096 acre
Total Stream Impact (linear feet) 96 linear feet
Please contact me at [phone] if you have any questions or require any additional information.
Sincerely,
SKEL~Y AND Y, LLP
.f~ ,~" A
~~Jay Keller
Wetland Ecologist
Attachments:
Revised Pre-Construction Notification (PCN) Application Form and Addendum
Agent Authorization
USGS Vicinity Map
Phase I site plan
Pond Detail
DWO Buffer Letter
®ffice Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA

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Office Use Only: ~~ ~ S~ ATER ~1ACMVersion May 2002
USACE Action ID No. DWQ No. OS-2157
(ff anv particular item is not applicable to this project, please enter "Not Applicable" or "NIA".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ^
5. 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
Owner/Applicant Information
1. Name- Denmark Construction company, Inc. Attn.: Matthew Winslow
Mailing Address: 416 US Highway 1 Suite B; Youngsville, NC 27596
Telephone Number: ~919~SSb-9007 Fax Number: X919) 556-7855
E-mail Address: matt-denmark(a nc rr com
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: 7ay Keller
Company Affiliation: Skelly and Loy, LLP
Mailing Address: 6404 Falls of Neuse Rd Raleigh, NC 27615
Telephone Number: 919-878-3535 Fax Number: 919-878-3550
E-mail Address: ikeller skellXlov cam
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 U5GS 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: Winston Ridge Plantation -Phase I
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1843-b9-7218
4. Location
County: Franklin Nearest Town: Franklinton
Subdivision name (include phase/lot number): Winston Ridue Plantation -Phase I
Directions to site (include road numbers, landmarks, etc.): This site is located northwest of
the intersection of Lona Mill road (SR 1134) and Highway 96.
5. Site coordinates, if available (UTM or Lat/Long): N 36° 05.41'; W78° 50.54'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 196 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Horse Creek
8. River Basin: Neuse
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state nc.us/admin/maps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project at
the time of this application: Mostly forested tract with streams flowing to the pond located
in the southwest corner Adjacent land uses include residential. forested and
agricultural areas.
Page 6 of 12

9. Describe the overall project in detail, including the type of equipment to be used: To
construct Phase I of Winston Ridge Plantation The proposed impacts to the pond,
wetland and stream areas are associated with two roads stormwater structures
and utilities To provide access to the property we are requesting the extension of
John Mitchell Road from NC Hwy 96 This will involve proceeding through Neuse
River Riparian Buffer Areas associated with the pond One road crossing is
proposed immediately upstream of the pond Utilities include sewer and water.
Eauipment to be used includes trackhoes bulldozers and other land Qradmg
equipment.
10. Explain the purpose of the proposed work: The proposed impacts to the stream,
wetland and pond areas will be necessary to complete the subdivision, thus
sustaining the development of the proposed residential area.
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.LP. project, along with
construction schedules.
A completed PCN application with attachments was submitted to the NC Division of
Water Quality (DWQ) and US Army Corps of Engineers (COE) on December 12, 2005.
The DWQ express project number is 05-2167
V. Fature 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.
The northern portion of the property is proposed to be developed at a future time.
Further analysis is being currently conducted to maximize impact avoidance and proper
land management I# impacts to streams wetlands ponds or buffers are proposed for
the northern phase we will submi# the appropriate applications and plans at that time.
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 VH 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
Page 7 of 12

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: Permanent impacts to wetlands
totaling 0 085 acre are an#icipa#ed for this project. Impacts to the wetland include
grading and fill material.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100 year Floodpiain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) es/no) (linear feet)
Road Crossing Road Fill 0.029 no 0-10 if Forested Wetland
Lot 69 Fill 0.056 no 50 if Forested Wetland
List the total acreage (estimated) of all existing wetlands on the property: I.35 acre
Total area of wetland impact proposed: 0.085 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Im ct (please )
Hwy 96 Box Culvert 6 tTT to Horse Creek 4 ft Perennial
Extension
Road Crossing Culvert /Fill 90 IJT to Horse Creek 5 ft Perennial
Cumulative impacts (linear distance in feet) to all streams on site: 9b linear feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(~ applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be fallowed during construction to reduce impacts. This qre-Construction
Page 8 of 12

notification application is for the authorization of wetland pond, stream, and buffer
impacts associated with the proposed residential subdivision. The proposed road
crossing was strategically placed between the pond and upstream confluence area,_ _It
was also placed perpendicularly to the stream and headwalls were utilized to minimize
stream and buffer impacts The placement of the on-site utilities was also placed to
minimize environmental impacts One below-grade sewer line crossmG is proposed
east of lots 46-48 All other utilities will be placed outside of the stream buffers and/or in
the proposed road easements To provide access to the property we are reguestmG
the extension of John Mitchell Road from NC Hwv 96 This wilt involve proceedmG
through Neuse River Riparian Buffer Areas associated with the pond. As shown _on
Figure 3 placement of the road was placed directly adjacent to the propertv_I~ne.
Minimization of the road width was adhered to while still mamtainmG proper accessibility
to the site In adherence with DWQ policy all of the roadways adjacent to the pond
and the road crossing the stream will be built without riser curbs and Gutters. This will
promote sheet flaw into this area All of the level spreaders are to be constructed of
natural materials no structural devices in the buffers Mirnmal aradmG activities are
proposed for the site development which will minimize potential impacts to downstream
water auality The financial viability of this project depends on the development of this
area.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htt~/fh2o.enr.state.nc.us/ncwetlands/strm ig de.html.
Page 9 of 12

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.
The proposed proiect should not be required to provide mitigation for the proposed
impacts This is due the efforts of the developer's team to avoid jurisdictional areas
to the maximum extent possible As shown in Figures 2 & 3, the area around the
pond will be maximized as a conservation area with upland vegetated buffers to
protect open waters along the unnamed tributary to the Neuse River.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http~//h2o enr state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet}: n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount ofNon-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
1X. Environmental Documentation (required by DWQ}
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federaUstate) land?
Yes ^ No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
Page 10 of 12

X.
XI.
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 ZB .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ^ If you answered "yes", provide the following information:
Identify the
mitigation i
multipliers.
square feet and acreage of impact to each zone of the riparian buffers. If buffer
required calculate the required amount of mitigation by applying the buffer
Zone* Impact
(sgaare feet) Multiplier Required
Miti tion
i 4,300 3 n/a
2 3,050 1.5 n/a
Total 7,350 n/a
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone ~ ex~enas an
additiona120 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260. Riparian buffer mitigation is not
required.
Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from the
property. Total acreage' 196 Acres Impervious areas: existing-0; proposed-42.67 Acres.;
42 67 AG196 Ac = 21 77% Proposed impervious surfaces include: roads {4.23 acres),
sidewalks {0 77 acre) building footprint & driveways {4.54 acres). While under construction,
temporary custom sedimen#a#ion basins will be installed outside of the wetlands and streams to
protect them against sedimentation along with other appropriate sedimentation and erosion
control measures in compliance with the DWQ and Franklin County Sedimentation and Erosion
Control requirements Best Management Practices such as curb-less streets, will be
incorporated to alleviate concentrated stormwa#er runoff.
Page 11 of 12

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.
_A sanitary sewer system will be utilized for the proposed subdivision. The wastewater
will be processed by to the Franklin County Waste Water Treatment Plant (NPDES
Permit• N00069311 This facility is located adjacent to Cedar Creek (Sub-basin 03-03-
01)southeast of Franklinton
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (1 SA NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
,~' Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

SEDIMENT BASIN /1 SEDIMENT BA51
RESERVED FOR fU11JRE USE
SEDIMENT BASH /2
DRAINAGE AREA .0.70 AC.
RED. STORAGE 0.)0 X 1800 • 1,280 C.F
3'D X 24'W X 39l •2,608 OF.
1WER - 4'
TRAP EFFlAENCY;
g2•AA
02.0,5x5.18 % 0.70 • 2.02 CFS
q2 x .m x u,5eo •
zo2 x ,m x u,5ea • eeo SF
24'W z 39'L • 938 SF
SEDIMENT BASIN ~J
DRAINAGE AREA .0,29 AC.
RED. STORAGE 0.29 % 1800 •522 C,F.
3'D X 15'W x 2S'L • 1,125 C.F,
WER • 4'
TRAP EFFCIENCY:
02-qA
a2•o.s x ale x o.29 • o,ea cFs
a2 x .01 z 43,s6o .
0.84 X ,01x43,580 •388 SF
15'W x 25'L • J7S S.F
SEDIMENT BASIN /4
AwNAGE AREA . a46 AC,
RED. STORAGE 0.48 X 1800 •828 C.f.
sD x 2o'w x 3o'L • 1,eoo aF.
MIER • 4'
TRAP EFFCENCY:
g2•os x ale z o,4e • 1.32 cFs
G'1 X .Ot x 43,580
1a2 x .01 z us6o - sn sF
20'W z 30'l • 800 SF
SEAMENT BASIN ~
AiAINACE AREA - 1.21 AC.
REQ. STORAGE 1.21 X 1800 •2,178 C.F.
s0 x 3a'w x eo'L • a4ao c,F.
WIER • 8'
1RAP EFFAENCY:
g2•aA
g2•aS X S.7e X 1.21 - 3,48 CFS
q2 X .01 X 43,5e0 -
3.48 X .O1 x 43,560 - 1,518 SF
30'W z 8AL • 1,BC0 S.F
ROSION CONTROL NOTES
SEDIMENT BASIN ye
DRAINAGE AREA - 4,98 AC,
REa STORAGE 4.98 X 1800 •8,928 C.F.
3b X 83'W X 100'L • 1a90D C.F.
MER • 17
TRAP EFFICIENCY:
02.O.S X 5.78 X 4.96 • 14.28 CF5
q2 x .A z 4aseo -
14.28 x .01 X 43,960 - 0.222 SF
63'W z 1W'L - 6,300 SF
SEDIMENT BASIN (/
DRAINAGE AREA • 0.7A AC.
RED. STORAGE 0.79 X 1600 - 1,422 C,F.
3'D X 20'W X 60'L • 3,000 C,F.
W1EA - 4'
TRAP EF11aENCY:
Q2-aA
02.0,6 x ale z o,)e - 22e cFs
02 z .m x u,seD -
2.26 X ,A X 43,560 -991 SF
2o'w . sal-1,aoo s.F
SEDIMENT BASIN rB
DRNNAOE AREA • 1.94 Aa
REQ. STORAGE 1.94 X 1800 -3,492 C.F.
3ro z 3e'w z s5'L - 9,04o c,F.
VIER . e'
TRAP EFFlCIENCY:
0'e-aA
Q2-Q4 K a79 % 1.94 - 4.47 CFS
02 X ,01X43,560 -
4.47 x ,01 x 43,sao • 1,w7 sF
38'W z S51 - 1,980 S.F
SEDIMENT BASIN ~8A
DRAINAGE MEA - 0,8J AC.
REQ. STORAGE 0.83 x 1800 - 1,494 FF.
3'D X 23'w X 4e'L - 3,174 af.
WIER - /'
TRAP EFFAENCY:
02•aA
D2-o.s x s,7e x o,e4 • a39 as
q2 x ,A x 43,seo
2.39 X ,A X 43,680 - 1,041 SF
23'W z 46'l • 1,956 SF
SEDIMENT BASIN ~
ORAMlAGE AREA - 2,3T AC,
REa STORAGE 2,37 X 1800 • 4,288 C.F.
3'D X 40'W X 7SL - 9,000 C,F.
WIER - 7
TRAP EFFlCEDVCY:
02-aA
02-0.5 X 5.78X2.37 • e.e3 CFS
02 x ,Ot X 4J,560 -
6.63 X .01x43,560 -2,975 SF
40'w z 7S'L -3,000 Si
SEDIMENT BASIN /10
DRAINAGE AREA • 1.60 AC.
RED, STORAGE 1,60 X 1600 • 2,e80 aF,
3'D k 301Y X 70'L • 6,300 C,f.
WiER . 6'
TRAP EFFlCEIICT
Q2-aA
02.0,5 X 5.78 X 1.80 • 4.81 CFS
a2 x .01 x 43,seo
4,81 X .01x43,560 • 2008 SF
30'W x 70'L -2,100 S,F
SEDIMENT BASIN {/11
DRAINAGE AREA • 19,35 AC.
AE4 STORAGE 19.35 X 1800 •34,830 aF,
94,086 C.F. PROVpW PER PLAN
WEIR • 12'
TRAP EFFlCBOVCY:
02-aA
02.0,4 X 5,78 X 19.JS • 44,58 Cf5
02 z ,01 x 43,xa -
44.58 X .A %43,580 - 19,420 SF
19,45) SF PAONDED PEA PLAN
SE08A:NT BASIN /12
DRAINAGE MEA • 0,85 AC.
REa STORAGE O,SS X 1800 - 990 C.F.
3b X 20'W X 40L •2,400 aF.
WIER • 4'
TRAP EFFlAENCN
Q2-aA
Dz•os z ale x oss • 1.5e as
02 x .A x u,SeD -
1.58 x .A X 43,500 •690 SF
2o'w . 4o'L • eoD s.F
SEAMENT BASIN /IJ
ORAINAOE AREA • 9,90 AC.
RED, STORAGE 0.90 % 1600 • 1,820 C.F.
3'D x 20'W x eot • J,600 C.F.
MIER • 4'
TRAP Ei'FlAENCY:
Q2-aA
a2-D.s x ale z 0,90.2,59 cFs
q2 x .A z 43,580 •
259 X ,01X43,580.1,129 SF
20'W z 67L • 1,200 SA
LESifND
-~-
50.T FENCE
- ~ - CLEARING LIMITS
-~- TREE PROTECTION FENCE
gym- TEMPORARY AVERSION
INLET PROTEC110N
® SEDIMENT BASBV
ROa( CHECK DAM
1. ALl LAND ASIURBINC ACTIVI11E5 SMALL BE CONDUCTED IN ACCORDANCE WTH NCDENR
STANDAPDS
2, THE TOTAI DENUDED AREA 19 15.72 AC
3. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MANTAINED IN PROPER WORKING
CONATION WRING THE PERIOD OF' CONSTRUCTION. SEDIMENT BASINS SHALL BE CLEANED OUT
WHEN THEY BECOME HAIF FULL.
4, SEDMENT BASIN AMENSNXIS ARE FOR BASIN BOTTOM.
I, INSTALL TREE PROTEC110N FENCE, CALL 1HE RALEIGH
REGIONAL OFFICE INSPEC110N5 FOR SITE MSPECTKMl.
2. OBTAN OAADNO PERMIT,
3. INSTALL CONSTRUCTION ENTRANCE, WHEN COMPLETE INSTALL
THE SEAMENT BASIN, SILT FENCE AND TEMPORARY AVERSKkIS
CALL NCDENR FOR 973PECTNkI, D APPROVED, BEAN CLEARING
AND ROUGH GRADING CF REMAINDER OF SITE,
4. BEAN FlNISHED 6RAD91G, FlLLNC AND COMPACTION OF SITE
S, CONTRACTOR SMALL MAINTAIN POSITPA'. DRAINAGE FLOW
THROUGH TEMPORARY DIVERSION DITCHES AND INTO SEDIMENT
BASKS.
e. CONTRACTOR SMALL CLEAN AND/At REPNR ANY SECTIONS
OF lENPOAARY AViA910N DITCHES AGED OR FlLLED ON A
DAILY BASIS
7. CONTRACTOR SHALL CLEAN WT SEANENT BASIN AS
REDUIRED TO MAINTANI AOEgUAIE STORAGE FOR SEDIMENTATION
OR WHEN HALF FIAL
8. CONTRACTOR SHALL INSTALL 1HE STORM DRAINAGE SYSTEM,
BLOCK AND GRAVEL NILET PROTECTION AND INLET SEDMENT
TRAPS. /
9. BEAN FlNE GRADING AND BU6.DNC ACTIVI11E3, STABILZE (/\
SITE AS AREAS ARE BROUGHT UP TO FRIISHED GRADE WITH
VEGETATION, STONE BASE CWRSE, CONCRETE, ETa
10. FROM 15 WORKING DAYS TD 30 CALENDAR DAYS, YMICHEVER
PERIOD IS SHORTER, AFTER COMPLETION OF ANY PHASE OF /
CONSTRUCTION IS COMPLETE, STABILIZE ALL ExPOSED SLOPED
AND ANY REMAINING DISTURBED AREAS TA1H VEGETATION AS ,
SPEAFIED HEREIN. '
n, c4LL FOR 61SPEC110N.
12. AFTER F9IAL APPROVAL REMOVE SILT FENONa ANO ANY //
REMAINING EROSION CONTROL MEASURES i% J / /
»~• «~
1 ~~
, , 2~1~
NA MR .M?'R1WRM I~
/~__
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li
BST \
DOIIAN~PLE~A3AN~5
DCNA
D.B. ~tla:
M8 1998 PG 241
,.~
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AT e10W01K qti x0A0
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~~~~~~
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~V~1r ~ E ~ ~~~
DENk • Will tf~;,tUALiTY
WETLANDS AND ST0Rf91WATER BRANCH
LEGEND
®F PROPOSED ZONEIIMPACT51'D10ACRE5
'ems PROPOSED ZONEIIMPACTSI'D07 ACRE91
n/~ ~ EYJSTING STREAMLDGTION
CTV'lT /1_J( ~ PROPOSED STREAM IMPA4751-~1F1
BDIE
THESE PLANS ARE FOR EROSION CONTROL AND RWCH CAADWC
' ONLY, GRADING AND EROSION CONTRA, IN ANY NElSE AIPARLAN
' BUFFERS OR JURISAC110IIAL WETLANDS IS NOT PERMITTED.
~ GRAPHIC SCALE
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LEGEND
~ PROPOSED ZONE 1 IMPACTS (0.10 ACRES)
i
~, PROPOSED ZONE 2 IMPACTS (--0.07 ACRES)
EXISTING STREAM LOCATION
!~ PROPOSED STREAM IMPACTS (-66 LF) ~
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FrombDEN-P~AR~ CONSTRUCTION
d# ecember 21, 2005
919556+7855 12121/2005 17:26 X058 Po002
TC'~: Skelly and Loy, LLP
6404 Fails of Neuse Rd.
Raleigh, North Carolina 27615
FF QOM: Matthew Winslow
Marcus Edwards Development, LLC
416 U31 North
Suits B
Youn®sville NC 27596
(919j 556-9007
I, _ Matthew Winslow , as a representative concerning the approximately 186-
ac :re site located at the NW intersection of NC 96 and Lona Mili Road (SR 1134) 2
miliies northwest of Youngsville. NC in western Franklin County , do hereby
au ~thorize and give permission for Skelly and Loy to represent or act as agent on our
belhalf and allow the COE or any other regulatory agency to go on the property with an
Skcetly and Loy representative for such purposes as necessary io perform the job tasks,
Thee Franklin County Parcel Number for this parcel is: 1843-89-7218.
/L/~o
Matthew Winslow
M~':~rcus Edwards Development, LLC
41 3 UST North
Su site B
Yo~ungsville NC 27596
I,$''.19) 556-9007
/~~~i/os
Date

.`

~~ ~,~~ A ray ti9icl-~ael F. Easley, Governor
William G. Ross Jr., Secretary
O~ pG p ment of Environment and Natural Resources
North Carolina De art
'~ y
~ Alan W. Klimek, P.E. Director
~ Colleen H. Sullins, Deputy Director
--I
~
~ ~ Division of Water Quality
Page 1 of 1
~I ~ ' t ,._ ~ May ~ ~, 2005
` i;? NBRRO#OS-128

i,
~~~~! .jUN -
jj ~~
7 2005 i
. ~ ~ County: Franklin
Den-Mark Properties ~~ ~ i ~; ,
;: E.,i 1 i

Youngsville, NC 27596 L^ _
_ -_,_,
Attn: Dennis Cyrus
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (ISA NCAC 2B :0259)
Complaint NOV X Buffer Determination X
Incident # Appeal Call
Project Name:
Jones Winston Tract
Location/Directions: Located off of Long Mill Road & Hwy 96 in Franklin Co.
Subject Stream: UT to Horse Creek & UT to Cedar Creek
Date of Determination: 4/5/05
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
Pond A Subject X X
A Subject X X
B Not Contested X X
C @ yellow flagging X
D Not Contested X
E Subject (Below
Pond X
Pond 2 Subject X X
G Not Subject X
H Subject @ Flag H X

x=T-
__ ,
~_ ~'__~
Raleigh Rzgirna! Office 1678 Mail Service Center NI~UE`; ~~ phone {919) 571-4700 C;ustorner Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748

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VICINITY MAP
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_..4 s F ~
t
U.S. A,~ZMY CORPS OF 1,NGINEERS
WII,MINGTON DISTRICT
Action Id. 200521064 County: Franklin U.S.G.S. Quad: Grissom and Franklinton
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: DenMark Properties
Address: 416B US 1 North
Youngsville, NC 27596
Telephone No.: 919-556-9007
Size and location of property (waterbody, road name/number, town, etc.) The property is located on the west side
of Long Mill Road, northwest of its intersection with NC Highway 96, northwest of Younesville, Franklin
County, NC.
Indicate Which of the Following Apply:
_ Based on preliminary information, there maybe wetlands and streams on the above described property. We
strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
X There are wetlands and streams on the above described property subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
We strongly suggest-you have the wetlands and streams on your property delineated. Dub to the size of
your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered final, any delineation must be verified by the Corps.
_ The wetlands and streams on your property have been delineated and the delineation has been verified by
the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should
be reviewed and verified by the Corps. 'Once verified, this survey will provide an accurate depiction of all
areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our
published regulations, maybe relied upon for a period not to e7cceed five years.
X The wetlands and streams have been delineated and surveyed and are accurately depicted on the plat signed
by the Corps Regulatory Official identified below on July 14, 2005 .. Unless there is a change in the law
or our published regulations, .this determination Wray be relied upon for a period not to exceed five years
from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination maybe relied upon for a period not to exceed five years
from the date of this notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (CAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official: -
Date July 14, 2005
Expiration Date July 14, 2010
Page 1 of 2
_ _ -._ _: I
~, __
~~ ~, ~_~ ,

Action Id. 200521064
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Andrea Wade at 919-
876-8441 z30.
Basis For Determination: Areas on this site exhibit wetland criteria as described in the 1987 Corps Wetland Delineation
Manual and are adjacent to an unnamed tributary to Horse Creek. The property also contains stream channels that exhibit
an Ordinary High Water Mark as indicated by changes in soil character and absence or terrestrial vegetation and are
hydrologically connected to Horse Creek in the Neuse River Basin.
Corps Regulatory Official (Initial):
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet' to the file copy of this form.
CF: S&EC, PA, Attn: Mr. Aaron Cooper, 11010 Raven Ridge Road, Raleigh, North Carolina
27614

,~ _

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a ,, -, ,_.. ~ ..

®
_
_.rr , ,
Yip-~S,I- :SAN :.~:. 3Y~.'~F~.:': ~ ~..1 L,~,
Ap licant: DenMark Pro erties File Number: 200521064 Date: July 14, 2005
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
'F i.> F - i
A: ~INIT'IAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may.: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the pernut should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
. may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a pernut under~the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not-need to notify the Corps to accept an approved JD. Failure to notify the Carps within 60 days of the date of
this notice, means that you accept the approved Ill in its entirety, and waive all rights to appeal the approved JD,
• APPEAL: If you disagree with the approved JU, you may appeal the approved JL? under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This fowl must be received by
the division engineer within 6t) days of the datc of this notice,

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the (;ores
regarding the preliminary. JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which maybe appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
. ~ ~ ~ ~ -~r~~ ~.~~- _, a ~. a ,s~ ~~ ~ ~- --
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REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps-
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Andrea Wade Mr. Michael F. Bell, Administrative Appeal Review
6508 Falls of the Neuse Road Officer
Suite 120 CESAD-ET-CO-R
Raleigh, NC 27614 U.S. Army Corps of Engineers, South Atlantic Division
919-876-8441 x30 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

Project: Scale:
9525.W1 1":1320'
Project Date:
Mgr.; SC 418!05
Figure 2 -Soil Survey
Map
(Sheets 4 & 8)
Jones-Winston Tract
t7enmark Properties
Franklin County, NC
~ Soil & Environmental Constlltants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
~,~ ~~ MAR 2 1 2006
~.,,,~~~ar~ ~ ~~?~~:~ r~~rr~~~rr
YdE12.APIC~B l+tVfi) STCIRM+lVATPR BFtANCEi

Project>R: I scale: ~ I Figure 1- USGS Map
9525.W1 1:2000
~ Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.• Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
Project pate: Jones•Winston Tract
Mgr,: SC 4J6105
DenMark Properties
Franklin County, NC
- Grissom & Franklinton Quads
1978
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02/20J~'006 09:45 9195628872 CROWLEY & ASSOCIATES PAGE 02
~Qbt-1 C~~u~¢r ~(
DWQ Project No
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the foliowing information):
iTrol~ct Name : ~ . s - .a
rrosntact Person: ~~~ t'ru w,/~I.tt Phone Number (9tg) Sc. ~ - g ~i(o 0
teve~t Spreader ttJ: -
Level Spreader Length ~ ?i9 f ft
Drairnage Area ac.
Imipervious Area •3 I ac.
Maxi~imum Filter Striplf3uffer Slope _ ~ °/,
grass
Max.. Discharge from a 10 Year Storm Z.4•~ cfs
Marx, Dlscharge to Level Spreader 2lp v cfs
Filterr Strip/Buffer Vegetation , ,~
(perpendicular to flow
(on-site and off-site drainage to the Level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover'
(thick ground cover or grass,- canopied forest with leaf litter
groundcover)
Pre-tireatment or Bypass Mothod
II. REQUIRED ITEMS CHECKLIST
Initial f in the space provided to indicate the following design requirements have been met and supporting documentation is attached. tf a
regruirement has not been met, attach an explanation o(why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
br;3~mage plan and a tu0y executed operation and maintenance agreement. An incomplete submittal package will result in a request for
a~obtti'ionat informat~~on anti wilt Subsfantiaffy delay final review and approval of the project.
Aot~licant5 Initials
~ . Level spreader is at least 13 fL per cfs for thick ground cover or grass or 100 fLQer cfs ~- caru2¢ied trues! with tea!
litter.
1~'vI ~ -Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document'
_ Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located In protected butters.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up In 25%.U? 2veas
with tlhick ground cover or grass If designed according to the Draft Level Spreader Design Option Document. This potentiall~r requires a
mentor variance in protected buffer aroas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

02/20/2:006 09:45
9195628872
Pr'0)ect TVO.
CROWLEY & ASSOCIATES
Q'~ S'~ ViASE1E LYOAtiTP • LEVEL sPREADE,R WORK6HtmeT
t. P6ttl1EC[ tAtt<S1R~;1aN, ~easp plate the iolbwing intannation):
Project Namo: 1J`
Contact Person: 'Poona Number.
LevetSpreaderlD:,
PAGE 03
Level bbreader Lergth 9 ~! iPrrlar-As+tbwf
OralnageAreo ac. ~~;KVdsAl~s P )
ifipervlous Area tp the lava[ s reactor
+~~iV~r5~6fpr$utfi'rSropa -~_ • ~"`~e,~~ fortalteaododJ~lddhertsweadarJ
9~g >iA96 far for8sled, leaf~ar-oat, 89r<ta grwmd cnver'~
Mar, Oiecharge from a t0 Year 9brm _ ~. ~ ~
Max. Discharge to Level Spreader 3.Z ~
Flltar Strtpl9ulrar Vegetation ~
P-e•tr'eabnent or Bypass Mefhor-
__~_
-!. REQUIRED ITEMS CHECKLIST
(thick ground cover or grass, canopied foreat with leaf Ktler
groundoover)
-niGat is the space providod ro indicate the bllowing tlesigp ~f~ t ~ ~ ~, duaanenlaGon is attached. U a
te0+dt'ama~ has not 6esr- met, alfach an explenadon of why. At a minimum, a oomptetr atomrwater managemerd plan s~mittst inchrdea
e vrorkslreet for eadr BMP, deslgrt ta~rlatlons, Plan: and spedficatlone thowmg all HMPs and outlet shucture details, a dehalled
~~ P~ and a fully execubd optuetion acrd maintenaneo agreement. An incomplete submlKel package w~I tewlt b a request flu
additiond intorrnaNon and wifi srrbstatr~aliy delay final revbur and apprevat of the project.
' nts Initi
Level spreader is at feast 13 it. per cfs for ~~ ground cover or grass or 100 ft per cfs in oar-opied ~,,~ teef
N!R iit6er.
Pre-Fwm 3oour Ndes era on flat sbpas oMy
No st-uco,raa are rotated in protected buff'ers'
ff bypass method speraied in the Drag level Spreader peslgn pppgr Document:
SYP~ method Is specified (if ~icablej end plan deta~ and talcWNiAas ane ¢r-a+aded
to level sptr:adar end subsequent fiNer sMp Is hydraulically end spaGeUy sgpavafe ~DV?1 y~ by~sa
- 4Wa ehaaa9woes ~e'rx~ed'm prdrerae6 butters.
Ran dsfa8s fiv Jhe tay~ss a~ orrdteis sra
1ha operatlon and rtfairKer~.Q ,t',~r~`yy` ~.~ ~ag~ ~iy vepetabon repair,
The operatlon end malntenanca agreement signed and notaAied Ryr the responsible party, is provided
Level sprraders In series can be used on ribpea of up to 159b.b lavrstsd a+~a aPoirleatfiYfferonverar on elopes of up to 2596 In areas
-wifir fftfck ground covet or press (f designed aeoording to the Drag Level Sgreadet ~- t3~ror- 41twrrre~tl, ~s paherrltally requires a
-rrrmoRVeoiance In protected buffer areas. la any event the second level spreader cannot be bated in Zane 1 of a protected buffer ere®,

02/20/2'006 09:45 919562B8i2 CROWLEY & ASSOCIATES PAGE 04
nw4P~,~aa.
bIV1910N Oi WATER QUALI?Y • LEYE,IS~PtZEl~tlERtbOS}R!<SiF't~
1. PROJECT INFORMATIaN t~plea„ge ~+ r r~~~ ~~~.
ProJact Noma
Corrlact Person: Phone Nurr-bac.
Level Spreader 1D: _
Lavr9 Spreader Length .~2 R. (perpendicular ro flow)
~i'ragieetrear ~, (on~ite and off-site draine®e to the level spreader)
~~ lea --~a~ ~. (an~iEe and off-si6e drainage to the Ieve1 spreader)
Maximum Fllber SiriplButter Slope ~ 96 (846 fo- forested, baf Nttler cover, 8% for thlclt Around cover).
grass
Max. Discharge htim a f 0 Year 3tortn _ ,3, ~ , ~
Max. Discharge to Level Spreader a. ~ ~
Filter SiripJBufter Vegetation 1 (thkk ground cover or grass, canopied forect vuMh leaf litter
groundcovar)
Pre-herilment or Bypass Method
II. RE'aaU1RED REMB CHECKL19T
InAial In the apace provided to kxticate the totiowing design requirements have bean met and suppating documentation la attached- If a
raq~remerN has riot bserr mef; a(tadr en explanation of wAy. At a minimum, a comple4e stomwveter m®naeement plan wbrnlhal Indudes
a wvrkstreet for each BMP, design calculatbns, pimre and spedlkattone showing afl BMPs and outlet structure detaib, a detailed
drainage plan urd a ~y exBOUlsd operation and mafntsnance agreerrtBnt. An invomplele suts»IKaI vackege wIN resuR in a roquest for
addi4or-d Intorm~on and wpl eubstantiaMy delay tb-el review and approval of Mre project.
AOblil~nts lnftlals
level spreader is at least 13 it par ofc for ihtck ground Dover or grass or 1 ~ ft per cfs in canopied forest with leaf
Itteer.
~~ _ Pt~Fonn Scour odes ere on flat sktpes only
- ~ No sbuctures are bested fn protected buffers'
tf trypsss metltod sDeclflad in the Drafl Lavd Spreader Design Option Dorvment:
ass method ie specified (N appficebla) and plan detafls and caM.ulaGona are provided
Ois~rarge~ teem apread~ and subsequent filter strip is hydraulically and spattafly separate R»m the bypass
discharge.
Nv shudurea are located ~ proteatod boilers.
Plan detafls Ior the bypass AAid r„dsts auw ~irk~?
The operation and mahrterranae ag~eaaea><tanludaA.yy,,,a,~ ~ ,
_ The operation and makrtenance agreement signed and notarized by the -esponslbb pargt is provided.
' level spreaders In sorbs Can be used on sk-pes of up to 15% in torEalesl areas b61,1f :1~~1b•ax~Ar~r,•$~~ ~ ~~ an areas
v~ fhi~ ground cavar of grass K deslgnod acrnrdfng torho graft Level Spreader Design Option !?awm9Nl ttUt po+0~avtiaibf
-m'mu vart2mce fi protecled bulier areas. In any event the second level spreader cannot be k>ceted in Zoos 1 of a pn>fected buffer area.

02/20/c006 09:45 9195628872 CROWLEY & ASSOCIATES PAGE 05
i
i ~
~~ ~-ti~'1 S~~ta~~r'
I DWQ Projt~ct Nv,
I
DIVf91l7tif OF WATER QUA,LI,TY . t.,~1F.r` ~8AR4A4~t y~~g}yE~
i• PROJECT INFORIIIATION (please ca_ ,eta,bg,~q,~,~,~.
Project Noma :
Carftaot RerBOn: P[t~+r tJu.~ ~
'~eM1 SprestSer lD: , ~ } - ~
'~veh Spreatier ttingltl ~` g,
~~ (perpendlcularf0 flD>d)
-mgenrinus Ataa t ~~- ac. (on-eke and oft-site drainage to true taker spoee~ks}
Maximum FlIIaf StriplBuffar Slope ~ ~ ~ ac' (on-91~ and off-s!k drainaiga to the level spreader)
9ress ---~~ ~ (ti~6 fortorested. leaf littler cover, 8N. for thick ground cover)'
Max. Discharge from a 10 Year 5tonn S, ® ~
Maz. Oisoharge to level Spreader ~ da
Finer striptBuffer Vegetation r~rsi
(tlHdr ground cover or grass, canopied forest unth leaf UtEaf
9~ndoover)
Pre-treatment or 6ypesa Method `
t1. REQUIRED fTEM$ Ct1ECK116T
Initial In tits space provided to Indicate ttrC following design requirements have been met and aupporUng doamrentation Is attached. h a
ragaolrenrant has not been met, aRach an exp/urafiorr of why. At a m~imum, a complete atormwatrx manapernent plan srdrnatlaf indudea
a sheet far astir BMP, design calatietivrrs, plena and speolficagotid ahowtrtg all BMPa and outlet sbuchrre detaf-s, a detailed
drainapa pler- and a fully exeulted operation and maMtenence agreement. Ah Incomplete submfltal parltage wiU result In a fequeat for
additional information ~d veil aubatan8ely delay fbtel review and approval of the project.
Bo>~an-b_ tn'~tlata
~_, tevei spreader is at least t3 R per ris for thick ground cover orgraas a 100 R por Cfs in canopied /oreat with leaf
litter.
re-Form Scour tfolea are on flat dopes Doty
No sbucNras are located in protected buttbra•
If bypass method apecibed In Mrs Draft Level Spreader Design Opyon Doa-mant:
Bypass method is apedAed (if a~lkable) and plan detaQ8 and catp~atlmnri ~, ~rd,24
~~ ~ e to level spreader end subsequent flRx strip is hydraulically and spatteNy separate hen the bypass
~~
No shuchuea are located in protected OufFera.
Plan deta'~ fir ihr bY~ aced oa~P,l~s are pnsvrdgd;
The operation and meu+.banaaoe egRees~esA yncyyd,~y a~rnn•~, ~~ron and vegelafian repair.
The operation and maintenanee eprr;ement signed and notarizes by the roaponsible petty ~ prove
' revel spreadet5 In aeries can be used on slo ~t ~ ~~~ or ~ s
wwTli gtick round Dover a P~ of qo tp J59S lA ,fawsJad topes of up to 25X in areas
9 g~ if designed according to the Drag Leval. Sp~ad~r , (yp~, fit. this potenlSaTyr nsqui-es e
~rrrnaa vinrana in protected buffer arses. ih any event the second level spreader cannot be beabed in Zone 1 of a protected buffer aroa,

02/20/_'006 09:45 919562882 CROWLEY R ASSOCIATES
KKK ~ ~~~rc.r-~~G! '~5
DWt) t~ro(ecf No.
DM9t61N OF WATER pUAItTY • L~U>=L SPREADER WQftttSHiEE?
I. PRD.-ECT INFORIAATtON
Projecttilsme: _.W:,n,r
Can~ci F~rson: .~~
4arrah e-1f7~ .
W~'1 ~r'.'.•~v. ~L
Q~
Impervious Area
Maximum Fllter b'trip/Bulfer Scope
grass
Mau. Discharge trorr- a 10 Year Storm
Mex. Oiecharpe ro Level Spreader
Fitter Strip/BUtter Vegefetlon
pro-beatrnenl ar 8ypaso Method
II. REQUIRED REMS CHt:CKLIST
Complete the Idbwfnq inb7rmegpt!>,:
~. A.
~.
ac.
~.
S6
_1B . Z CIS
phone Number.
PAVE 06
(Perpendiprlar to flow)
(on-site and ofl~lte drainage ro the lave{ spreader}
(an-Yrte a1rA off-eYEe drainage to the leu~el spreader)
(69L for forested, leaf littler sever, 8?t for thiGt< around cover)'
(thick ground cover or grass, canopied forest with leaf litter
®~~~
Initial in the apace pruvtded to IrtdiCdle the tolkrwing design requUementa have been met and supportlng documentation is attached, Ifs
re'Otarr~merM ~ not begirt mat, attach avr exptenetlon of why At a minimum, a complete etanna+rdter manapsment plan submittal tndudes
a worbheet tar each Bt1~, design calartatlone, plgrra and speoitieaDans showing an BMPs and outlet etrudure details, a delaAed
drainage plan and a fully ezearted operation end maintenance agrootrxsrrt. An Incomplete submittal peckgpe wip result in .request for
addltlare- information end volt tubstantlaMy delay 6na1 review and approval oI the project.
is In1ti !s
Level spreader is at least 13 R per cfa for thldc ground cover or grew or 10Q A per ds in arropied forest vrltlr leaf
Utter.
Nf ~ _-- Pre`Form Scour Hdes giro on flat slopes only
~C Ne sauetures are located in protected hullers'
It bypass method specified In the Orafl Level Spreader Design Option Dorvment:
Bypass medtod fs spedfied `fi applicable) and plan details and cetCUfatlons are provided
trtgelo i6veti spreader and suhoequent f1ltPl ship le hydraulically and epatlally separate from the bypass
dlieclt~r~e
- NC skvFCutes et`a ~nratRd+q- pvalec4ed, tom.
('Ian details for the pylpp~ and ~ ~
The operaton and malr-tenenoe agreement lnaludea ~,~,~ ~;,yn, ~, ,
The operation and maintenance agreement signed and notadmd by the reapaeslbte party is provided.
' Lave! spreaders in aeries can be used onr sbpes of up to 1596 in fa~steDnaris~a re~k.~+adJV~w'm„a•arorrsafup As ~,~ ~ areas
wdOh thick ground sever or grass K designed aoeoroktg to ttte Draft Level Spreader Design Q¢tign Qaougtt+~, ttvi+s p~p~,~ j ~p~yr~ a
~nlncr vat~anoe in protected Duffer areas. In any event the second level spreader canrrot be beeped fn Zone t at a protbcted bufrler area.

02/20/2`006 09:45 9195628872 CROWLEY & ASSOCIATES PAGE 07
Lc.~-l. S~~a~~~
DM61ON OF WA7F.R laU4,tA'?' - Z,E~SL ~ ~b~Et~T
A ARL1.tgLT NMFOidIbRTADrIt rasa ~n-pfeil ~ wing~'mfortnetion):
PrngecttVama ~, ~~
Cooled Penton; - - 1~
Level Spreader ID; ~+e N~mtier:
Leval 9proader Length T.~S~ 4. 4~rta>imto ~j
Drpinage Area _ D . RI
-~,, ~. ~tvo~ aad aPl*~te di'attragF Io dte Asva(spea~
fmpervfous Area ac. ion-site alu! Oft-site ACS I~e'~ spreu6eq)
m ~ ~ $lape 46 (846 for forested, leaf IiNyx B9f;ltarJbadot g<°
grass
Max. Dtadtarga from a 10 Year Storm _ 4 ~ ~
Max. Discharge 1b Level Sproader ~" ~
Filler Sbtp/BUlfar Vegetation
(lhidc ground cover or grass. canopied forest wNftlea/ Cdter
9toundeover)
P~treatrnent or Bypass Method
-.._.~.
N. REQUIRED REJY16 CMECKUST
Inl~f in the space pradded m tnaCBte the foAoNMg design requirements have bash met and ~
ra9u,+erneN hss -~ been met stfscp 8n explanation o/why. At a minimum, a oomt~le slom-wate~m~ doaxntntation b attached. M a
a waAsstrest 1br each BtdP, design calculetiona, plans end apepficatlont showing al BMPB and ouNet sbuclu~re dNaNs a 4e6tyad
addNonel~irNonh~eb'oai- end w~N se>t sop ~ Nan and matntenenoe agte9rnant. An inaompteta submil181 peakage wiN result in a request for
W delay ftnel reWaw and approvof of the pmJaet.
Appficimfs_Inttlels
~;~`,t.evel epreadet la at I~st t3 ft. per da far thldc ground cover or greeB or 100 A per de in cm+opied ~Orest witty teat
t#ter.
AQ~,r'+e`r5artr Sronr fmMr ens on ~ elopes orr~
____T~ 1Va aAe'~Aed tiA t
if bypass rrrntlrod spect6ed to the Drag Level S~sader DssiQn gptlan Dognor~
- ,_.__EYP~s megtod b Rrecified (N eppliceWe) and phxr delalla end ~ufaNons are pco+otdmd
_ t~narge to laves spreader end avbsequent biter strip le hydraulicahjr end spsliapar sepsrate.tittioa Jbe
- t~ta saracts~s o4e'rurvaAedln P buNers.
_ plan dedads ~-tio~ errs cxrl~r steprtrnd>ti+d.
~ aPeration and metntsnanoe egp0arteaattacL~ ssrrra.lt ~aa-nr, ~ ~ repair.
dire operation end nudntenanoe agreement signed and notartaed by the rESponatble party is provided.
° Leval apreaderY in series Can be used on elopes of ~ to 16°b.tn ftvaaead aravs X14 ~ ~~ ~ suet crop to 2516 to areas
rat thfclt gntrrnd oo4er a greys if desfgnad acoanf log ro the Drag Lavet Spreader 4pp,~ S~D~mt:~nt. fi-n po~alliy rsquires a
~-+~ vwSoNtCe ~ protested buffer areas. In any evert the second level spreader Cannot lx toc8bed in Zone 1 of a ptptettad ayes.

02/20!2'006 09:45 9195628872 CROWLEY & ASS(JCIATES PAGE 0B
~~ct.i S~:as ~'~~
t5'vV0 Project No.
oMStoN OF WATER QUALfi1l - t.k~tEt. ~~t~YtStrEt?
t. P~to.tECT tNFOR1iAATION (pleeso coanRleta tree 4dlk~img ktiSantr~~,};
?rajset name : ~,7r,
t~3`acf l~en3ori: Ptv~ . ~~='
~"+~ r~pttleidErYf7: ,
Drdir~,as+e,4r~ - ft• fP~pertdkular fv Onw)
tmpervioue Area ac. (on-site end eftsite drainage tq the feral, spaeeder}
Maximum Filter Str(olBulrPr S-~ve~~ ~ ' f a--site and afl'-site drainage to the revel ~
greS3 ~ to- terosted, lea! litMer Dover, 896 for th1Ck mound
Mme. vise,targe from a 10 Year S60-Tn ~ 3 ~
Mex. Dlscharpe to lave! 5preeder 3~`- ~
FNer Sfrlpleuffer Vegetation (fhk:k prormd Dover or
~tmd~vert grass, canopied forest with leaf litter
Pre-freetrr+ent or Bypass Method
~~
!I. REtiiilRED ITEMB CHECKLIST
inl9fel in the apace provided ~ tndcate the tdfowing design requirementE have been met msd suppatting dacurnenbetion is attached. /f e
naqutramenf het not been met attach en exptenathn of why. At a minimum, a oompletC starmwater managwneM pier subntittat kidudee
: eaorksheet for etlCh BNB, design calculeti0ne, plans and sPe~iions showing ail BMPs and auUet atructrrre detaga, a dehibd
drainage glen and a fogy executed operation and maintenance agreement M incomplete submittal package tAn7! -esult b a for
edtetianal InfomretfOn end w!R sut3statttietty delay 6t-e( review and appro+ral of the profeq.
i nttieis
Levei spreader is ai least 13 ft, per ds for thick ground Dover or grass or 100 R per cis in canopied forest vdlh leaf
Hoer.
~Fdmr f~otas ere a+ fret mopes only
4ta ts~ttiues ate',otxl4t~'m pn~leoted DuflQrs•
if bypass method epetdAed in the ~a1t love! 5ateadar lleslgtt t7ppra~ ~c~nretA:
Bypass method is speci5ed (H eppficablej and plan dates aaA ~ ~ prtt~et}
~r~acharge to level spreader and autwcquerd Otter strip ie hrdrauticaHy and ~;auj,,~,.~ +h~ ~ bypass
~~
~+s are tamed 3n protege tsuiTera.
PIBn lwtbeb}~ssar~orrdbA: areprov~fetf.
The operation and maurabynsooe ageaes>r~yt ~ errnuaY erosron and vegetation repair.
The operation and maintenance agreement ai9ned end no-~staed by Bra responsible peril, is provided.
' Level spreaders M aeries con be used on sopes o? un fn ?S~:w tdd en>s~ Deist bet mar ~r ~ on slopes of up to 2596 in areas
w~ dt/ck (~rnd Dover or grew If designed aocording to the bralt t_a+eet
'rr+'mot variance h+ prod buffer areas. in any event the second level ~~ ~manG This poterrtlapy retprlrot a
speeder cannot be bated in 2orre 1 of a protected buffer area.

j [71i 251L'E7~lb ~7y: 45 41y5b2tjtS72
I
~ f p~r;~ S~rc~~ ~~
i
~RuWLEY ~ ~155u~I~1TES
nla~n an~rVc.
f'raUE 0y
DM9JWla 1,1F lt1A?F.R ~' - L~ ~ t~i~^3'rfe'E'i
I. PRS~CT IJiIpDRlAt4~ the g in~na5onj:
projod Nana ;
Contact Person: -csa ~. C r,~ ~~ t~aae ~+nthar.. (9(~ ! ~L- !S~(~
Level 5praeder 10:. --
t_evei 9ptslerter Lengsh .. 3~1 ft. (per~es+,dAw-sc+a~~}
tiraurage Area _t~.,~_ ~, ion-alts and ofl`Aito ~avu~ Av ~ Jeeei' ~,-
~s~a _ ;e.,4i3 ao. 1
~e ~~+DI9aA(m &~t ~ (on-site and olfsiEe drainage ht the saver spt~aeA2c}
'~ (fi96 for tor~lad, leaf Ikuer Dover, t196 for th(ck prsrund ros~rp
!
Maus Discharge horn a f 0 Year Storm Lim 9 .~ ~
Max. Dkrcherpe tv Lew! Spreader t ~ q ~
Flter 5hfp19ufter Vegetatlon ~~~
1~9~~AOa+svtvP.~ f~atrn't'rGrk?r
groundcove~
P~~lss
II. REQUIRED ITEA09 CHECKLIST
Inltlet in (ire specs proutded to mdir~,e the foAowinp dealgn -equ~nenea haw bean met and auplOOrtlng doaarrerrte0on fa etfached. li' a
requfiemsnt Ass not bean mef, atteoh an e~golanellon of why. At a minimum, a tbngrlek stannweter manaeemerd plan subrnifs~l krdudes
w worksheet tar each BMp, deNgh ta>~latlons, plans snd ~s eho,""n9 atl BMPs and outlet strudura detaAs, a dstaled
drainage plan end a fully asserted eperaNon and maintenance agreement An incomplete aubndlW package wig rook in a request for
adrGlional Infonnatlon and w1Y subetentiaJryr detatr Anal review and approve of the projeol
ti nitlaM
LavN spreader is ai least 1311. per cis for thtak ground Dover w grass or 100 R per cfe In canoptee forest wtlh leaf
Pre~FOrrn Sooty Holes are on Aat !topes only
fVo e6uchrrae are locatbd in protected bufieni"
N bypass method apedAed in the Drag Level Spreader Design pp6ory Doarment
9ypass method is apedAed (N ~pifc~) atd pNn details and ce~AAScas are
~_ Disdner~ to level spreader end subsequent litter sfRp Is hyd-auAcapy and epetiaAy separate 6om the bypass
Oischerge,
No structitres sue IocaGsd in protected buPfera.
f'len dalatlr >~ tl~r. b~asa a',~ ~d~ are provided.
The operatlar and ~ 4eµ ,~.~~ emnnat rrtoD~On and vegetetlon repay.
The operation and mainlenanea apreemeM signed and notarized by 1fiE resDondb~ P~ ~ ~,~~.
"Level spreaders In BBrie9 Dan ba used on epees of uA l0 f594 io . au~d Hi~6'r oaf dll~crorrr•rar on s of up to 2596 M areas
wakh Urfek ground Dover w grass tl deatgned according to Iha Drag Lava! SQreed~eu t3g~ 4orwmcsrt St-is purr requires a
-m'mor veaiance In proler3ed buster Brow, in any event the second level spreader cannot be kw~tad in Zone 1 of a pnnecled buffer mea.