20041764 Ver 2_401 Application_20060912

~ Kimley-Horn
~ antl Associates, Inc.
September 11, 2006
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
Attn: Jean Manuele
Division of Water Quality -~~~ ~.__,,
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650 '~ `_'~~ t ="~ '''~1~~
Attn: Cyndi Karoly
~~~
Re: Pre-Construction Notification
Shiloh Crossing Shopping Center
Highway 54 and I-540, Durham/Morrisville, NC
P.O. Box 33068
Raleigh, North Carolina
27636-3068
On behalf of MBV Investors LLC, the current property owner, Kimley-Horn and
Associates, Inc. (KHA) has enclosed the Pre-Construction Notification (PCN)
Application Form for approval of a U.S. Army Corps of Engineers' (IJSACE) Section
404 Nationwide 39 Permit and a North Carolina Division of Water Quality (DWQ)
Section 401 Water Quality Certification for the wetland, stream, and riparian buffer
impacts for the above referenced project. The applicant proposes to impact 281 feet of
perennial stream channel, 0.469 acres of wetland (riparian - 0.237 acres and non
riparian - 0.232 acres), and 38,239 square feet of Neuse River buffer (Zone 1 - 22,155
square feet and Zone 2 -16,084 square feet)
The proposed development has undergone multiple changes and revisions to avoid and
minimize impacts to wetlands, streams, and buffers. Please note, DWQ's Sam Aghimien,
Debbie Edwards, and Mike Horan did not object to the proposed stream crossings in a
meeting with KHA on August 31, 2005. In addition, DWQ's Amy Chapman and Ian
McMillian did not object to the need for the additional Wetland 3B impact to address the
Town of Morrisville's traffic concerns in a meeting with KHA on June 2, 2006.
Please note, construction will occur in phases with initial stormwater controls limited to 1
wet detention basin in series with a level spreader for the anchor tenants and one
outparcel (Lots 1, 13 and 14) and 4 independent level spreaders for Shiloh Glenn Drive.
Later, stormwater controls will be constructed for the outparcel development (Lots 2
through 10 and 12) including 4 wet detention basins in series with level spreaders.
^
TEL [phone]
FAX [phone]

As such, we are requesting the following language be used in the Section 401 Water
Quality Certification as it relates to stormwater:
No impacts shall be conducted to wetlands streams or buffers prior to
receiving written approval of the stormwater mana ement plan from
DWO for the anchor tenants and one outparcel Lots 1 13 and 14) and the
on-site public roadway (Shiloh Glenn Drive) None of the above retail
buildings shall be occupied until the proposed stormwater management
facilities are constructed and operational in accordance with the ap rp Dyed
stormwater mana ement plan.
Final ~radin~ shall not be conducted for any of the future outparcels (Lots
2 through 10 and 12) and the on-site private access roadway (Lower
Shiloh Wav) prior to receiving written approval of the stormwater
management plan from DWQ for these site improvements None of the
outparcel retail buildings will be occupied until the proposed stormwater
management facilities are constructed and operational in accordance with
the approved stormwater mana ement plan
If you have any questions, please feel free to contact at me at [phone].
Very truly yours,
KIMLEY-H RN AND AS OCIAES, INC.
Tod St. John, P.E.

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~ ~ - ~ 1 LD ~ V 2.
fir any particwar 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 project: ~ ~~
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39
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:
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 ~ ~ g= ~ ~~ ~ ~ ~ . ~~ s ~~
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1. Owner/Applicant Information ~ ,; ~, ~ ~ ~~~~~ ~°~
Name: MBV Investors, LLC ~ L (~ 0.,G~C, ~i, ,.
Mailing Address: 100 Weston Estates Parkway ~ `" ~' ~ "~``"~~"
Cary, North Carolina 27513
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: karl(a~prestondev.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: Todd St. John
Company Affiliation: Kimley-Horn and Associates Inc.
Mailing Address: 3001 Weston Parkwav
Carv, North Carolina 27513
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Todd.StJohn(n,kimley-horn.com
Page 5 of 15

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: Shiloh Crossing
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Lot 1 - (0747-03-4066801 Lot 13 - (0747-04-
6043261, Lot 14 - (0747-04-503347) and Lot 15 - (0746-02-697866)
4. Location
County: Wake/Durham Nearest Town: Morrisville/Durham
Subdivision name (include phase/lot number): Shiloh Crossing
Directions to site (include road numbers/names, landmarks, etc.): Northwest quandrant of
the future US Interstate 540 and NC Highway 54 (Chanel Hill Road) interchange in the
northwest portion of Wake Countv and south of Surles Court in the southeast portion of
Durham Countv
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): 35.8656 °N 78.8445 °W
6. Property size (acres): 115.7
7. Name of nearest receiving body of water: Stirrup Iron Creek
8. River Basin: Neuse River
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is bounded by the proposed Northern Wake
Expressway (US Interstate 540) to the south and east NC Highway 54 (Chapel Hill Road) to
Page 6 of 15

the west, and Surles Court to the north. Industrial warehouses (Imperial Center) and forested
land are adjacent to the north. The nearby vicinity is composed of industrial warehouses,
commercial buildings, some single family residential homes, and forested land (Fi ure 1).
The subject property is primarily wooded with mature hardwood trees. One single family
residential building exists in the southwestern corner and some non-forested areas exist along
the west side of the site along NC Hi hway 54. A USGS Topographic Quad Map (Figure 2)
and NRCS Soil Survey Map~Fi ugure 3) are included for reference. Two perennial streams
(unnamed tributaries to Stirrup Iron Creek and six jurisdictional wetlands are located within
the subject property. Stream I originates within the subject property and captures flow from
on-site wetlands. Stream 1 flow west to east into Stream 2 near the northeastern corner.
Once off the subject property, Stream 2 flows through a twin box culvert under I-540 to the
southeast to Stirrup Creek, which continues southeast to Lake Crabtree and Crabtree Creek.
A 265 feet wide CP&L easement for an overhead power transmission lines is located in the
eastern portion of the subject propert~g_enerally runs north to south (Fi ug re 4).
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed development will involve construction of two big box anchor tenants, multiple
outparcels, and a large flex retail area (Fi ug re 5). Phase 1 will include construction of the
main on-site public roadway (Shiloh Glenn Drive), the big box retail buildings, and
associated utility and stormwater improvements. Phase 2 will include the southern private
access loop (Lower Shiloh Way), remainder of retail development, and associated utility
stormwater improvements. Construction will be performed usin heav~quipment such as
bulldozers and excavators. Some blasting of rock may be required for grading and
stormwater mana eg ment purposes. Several retaining walls will be constructed to minimize
impacts to the wetlands and streams. The water and sanitary sewer infrastructure will be
installed within the roadways to further minimize impacts figure 5~
11. Explain the purpose of the proposed work: The proposed development will create a
development node along_a major urban transportation corridor where Major Commercial has
been identified on the Town of Morrisville's Land Use Plan. The development will create a
regional shopping center that will serve the rapid residential growth in this area, will be
adequately buffered from adjacent properties with no direct adjacency to residential homes.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. A jurisdictional determination has been issued for the on-site wetlands
on 4/4/05 (USACE File #200421479) and a DWQ on-site stream buffer determination was made
on 11/10/04 (DWQ EXP #04-1764). Copies of these documents are included in Attachment 1.
Page 7 of 15

V. 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.
The entire project is presented in this application Future development will occur within the
outparcels and flex retail area. All impacts and environmental factors are included as part of this
application No additional impacts are anticipated.
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: Refer to Figure 6 for an overview of
the wetland and stream impacts.
Wetland Impact 1 (Permanent -Non Riparian): -The proposed impacts to Wetland 1 are due
to rg ading and fill associated with construction of one of the anchor tenant building parking lots.
Impacts include the entire 0.019 acres of Wetland 1 as shown on Figure 7.
Wetland Impact 2 (Permanent -Non Riparian): The proposed impacts to Wetland 2 are due
to rg ading fill associated with construction of the main on-site public roadway (Shiloh Glenn
Drive). Impacts include the entire 0.108 acres of Wetland 2 as shown on Figure 7.
Wetland Impact 3A (Permanent -Non Riparian): The proposed impacts to Wetland 3A are
due to grading and fill associated with construction of Shiloh Glenn Drive. Impacts include
0 010 acres of the northwestern portion of Wetland 3 as shown on Figure 8.
Wetland Impact 3B (Permanent -Riparian): The proposed impacts to Wetland 3B are due to
rg ading and fill associated with construction of a private access roadway connection from Shiloh
Glenn Drive to the southern private access roadwa~Lower Shiloh WayZ Impacts include 0.237
acres in the middle of Wetland 3 at the headwaters of Stream 1 and 1,297 square feet of Zone 2
riparian buffer as shown on Figure 8.
Wetland Impact 3C (Permanent -Non Riparian): The proposed impacts to Wetland 3C are
due to rg ading and fill associated with construction of Shiloh Glenn Drive. Impacts include
0.051 acres of the northeastern portion of Wetland 3 as shown on Figure 8.
Page 8 of 15

Linear Wetland Impact 4 (Permanent -Non Riparian): The proposed impacts to Wetland 4
are due to grading_and fill associated with the future construction of Lower Shiloh Way and
future development of two outparcels Flow from Wetlands 5 to 3 will be maintained with a
stormwater bypass Impacts include the entire 0.039 acres of Wetland 4 as shown on Figure 9.
Wetland 5 (Non Riparian): No impacts are proposed to Wetland 5 as shown on Figure 9.
Wetland Impact 6 (Permanent -Non Riparian): The main portion of wetland 6 will not be
impacted however minor impacts are proposed to grrading and fill associated with the future
construction of Lower Shiloh Way. Flow from the NCDOT drainage will be maintained with a
culvert Impacts will include 0 005 acre linear wetland portion of Wetland 6 which extends to
the southwest as shown on Figure 10.
Stream Impact 1 (Permanent): The proposed impacts to Stream 1 are due to grading and fill
associated with construction of Shiloh Glenn Drive and a 60 inch diameter culvert. Impacts
include 154 linear feet of stream impact 11 793 square feet of Zone 1 riparian impacts, and
8 217 square feet of Zone 2 riparian impacts as shown on Figure 11.
Stream Impact 2 (Permanent proposed impacts to Stream 2 and riparian buffers are due
to grading, and fill associated with connection of Shiloh Glenn Drive to the existing NCDOT
Service Road and two 8-foot x 10-foot box culverts. Two identical existing box culverts are
located 100-feet to the southeast under I-540. Impacts include 127 linear feet of stream, 7,247
square feet of Zone 1 and 4 504 square feet of Zone 2 as shown on Figure 12.
Buffer Impacts (Permanent): The proposed impacts to Zone 1 and Zone 2 riparian buffers are
due to grading and fill associated with construction of stormwater outlet pipes from the wet
detention basins and roadway run-off after diffused flow through level spreaders LS-1, LS-2,
LS-A LS-C and LS-E). Impacts include a total of 2,986 square feet of Zone 1 riparian impacts
and 3 066 square feet of Zone 2 riparian impacts as shown on Figures 13 and 14.
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,
separately list impacts due to both structure and flooding.
Wetland Impact
(WI)
Site Number
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year Floodplain
(yes/no) Distance to
Nearest Stream
(linear feet) Area of
Impact
(acres)
WI 1 Parkin :Gradin and Fill Forested No 900 0.019
WI 2 Road: Grading and Fill Forested No 500 0.108
WI 3A Road: Grading and Fill Forested No 100 0.010
WI 3B Road: Grading and Fill Forested No 50 0.237
WI 3C Road: Grading and Fill Forested No 200 0.051
WI 4 Future Road & Outparcels:
Gradin and Fill Forested No 300 0.039
WI 6 Road: Grading and Fill Forested No 200 0.005
Total Wetland Impact (acres) 0.469
Page 9 of 15

3. List the total acreage (estimated) of all existing wetlands on the property: 1.577
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 acreage, multiply length X width, then divide by 43,560.
Stream Impact
perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
(indicate on ma) Before Im act (linear feet) acres)
Stream Impact 1 UT to Stirrup Iron Road: Culvert & perennial 3-feet 154 0.007
Creek. Dissipater Pads
Stream Impact 2 UT to Stirrup Iron Road: Culvert & perennial 15-feet 127 0.044
Creek Dissipater Pads
Total Stream Impact (by length and acreage) 281 0.051
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, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma
Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.051
Wetland Impact (acres): 0.469
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 281
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®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.
Page 10 of 15

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 construction
techniques to be followed during construction to reduce impacts.
The proposed development has undergone multiple changes and revisions to avoid and minimize
impacts to wetlands, streams, and riparian buffers. The design concept has considered
preservation of these natural areas to help buffer the scale of the project and provide a pedestrian
friendly sidewalks offering views into the wetlands and stream corridor.
The location of the main site entrance along NC Highway 54 was set by NCDOT based on
criteria for breaks in control of access and reguired spacing of traffic signals. Shiloh Glenn
Drive has been located to avoid impacts to stream buffers and wetlands while providing
minimum capacity and adequate traffic patterns i ug re 5). A traffic circle has been used to
allow for a more perpendicular crossing of Stream 1 and reduction of lanes from 3 to 2 to
minimize impacts (Fi urg e 11). In addition, a variance was obtained from the Town of
Morrisville to reduce the design speed and~avement width for the main on-site public roadway
to further minimize stream impacts. Impacts to Stream 2 are unavoidable due to existing
disturbance related to the current construction of I-540 and required connection to the existing
NCDOT Service Road to allow for traffic flows to Slater Road (Fi urg, e 12). DWQ's Sam
Aghimien, Debbie Edwards, and Mike Horan_did_not object to these crossings in a meeting on
August 31, 2005. The majority of the stormwater run-off from Shiloh Glenn Drive will be
treated with level spreaders, however, a small area at the crossing of Stream 2 cannot be treated.
Impacts at Wetland 3B were not on ig Wally considered in the design; however the proposed
private access connection from the Shilon Glenn Drive to Lower Shiloh Way was required b
Town of Morrisville to provide additional "stacking" on Shiloh Glenn Drive such that the
intersection of Shiloh Glenn Drive and Lower Shiloh Way near Wetlands 2 and 3C can only be a
"right-in/out and left over" movement to provide adequate traffic flow (Figures 5 and 8).
Page 11 of 15

DWQ's Amy Chapman and Ian McMillian enerally accepted the need for the impacts in a
meeting on June 2, 2006. Impacts to Wetland 3B have been minimized through the use of wing
wall sections on both sides of the proposed culvert and the reduction in lanes from 3 to 2 at the
crossing with the addition of the western most traffic circle.
Impacts to Wetland 3 were avoided to the extent practicable to allow construction of Shiloh
Glenn Drive. Design changes to include retaining walls on the south side of the on-site public
roadway has been added to minimize the impacts to Wetlands 3A and 3C. Wetlands 5 and 6
have been almost entirely avoided (Figures 9 and 10). In addition the existing hydrology of
Wetlands 3 and 6 have been maintained with the proposed construction culverts and by-pass
piping to allow the natural flow of stormwater to continue to release into these wetlands
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 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 gide.html.
1. 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.
Payment into the North Carolina Ecosystem Enhancement Program (NCEEP) isproposed for
mitigation of wetland and buffer impacts.
Page 12 of 15

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): 562
Amount of buffer mitigation requested (square feet): 49,651
Amount of Riparian wetland mitigation requested (acres): 0.25
Amount ofNon-riparian wetland mitigation requested (acres): 0.25
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
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 [phone] 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
X. 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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Meuse )? 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 multipliers.
Page 13 of 15

Zone* Impact
(s uare feet) Multiplier Required**
Miti ation
1 22,155 3 (2 for Catawba) 35,380
2 16,084 1.5 14,271
Total 3 8,239 49,651
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel;
Zone 2 extends an additiona120 feet from the edge of Zone 1.
** Mitigation only required for buffer impacts at Wetland 3B and Stream 1.
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.
Payment to NCEEP is proposed for buffer mitigation.
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.
The proposed development will disturb approximately 90.42 acres of the 115.7 total site acreage.
Pre-development conditions for the site include approximately 0.4 acres of impervious area.
Post-development conditions for the site include approximately 79.4 acres of impervious area
~approximate~ 60% impervious) for retail development and associated improvements (Figure 5).
Approximately 25 23 acres of undisturbed grass and wooded area will continue to drain to the
existing~on-site stream and the existing drainage Swale along I-540. Please note, construction
will occur in phases with initial stormwater controls limited to 1 wet detention basin in series
with a level spreader for Lots 1 13 and 14 and 4 independent level spreaders for Shiloh Glenn
Drive Later Stormwater controls will be constructed for the future outparcel development (Lots
2 through 10 and 12) including 4 wet detention basins in series with level spreaders.
The wet detention basins have been desigLned to meet the Town of Morrisville, the City of
Durham and NCDENR requirements to treat the first 1-inch of stormwater run-off and remove
85% total suspended solids The independent level spreaders have been desi ig led per the bypass
alternatives allowable by NCDENR for diffuse flow through buffers for compliance with riparian
area protection rules "Draft Level Spreader Design Options" Version 1.0 dated 10/10/O1.
Nitrogen loading rates will effectivel~be reduced below the required 10 lbs/acre/year per the
Neuse Stormwater Rule~15A NCAC 2B .0235) for the entire site. Adequate storage will be
provided to reduce post-development peak discharge flows to below pre-development peak
discharge flows for the 1 2 and 10-year storm events in accordance with the City of Durham
Stormwater Design Criteria In addition adequate storage will be provided to reduce post-
development peak discharge flows to below pre-development peak discharge flows for the 10
and 100-year storm events in accordance with the Town of Morrisville Stormwater Runoff
Management Policy. Refer to Attachment 2 for Pre and Post-Development Drainage Exhibits
and design summary worksheets for the proposed wet detention basin and level spreaders.
Page 14 of 15

The project will also include off-site roadway improvements to NC Highway 54 and
intersections with Surles Court, Slater Road, Hopson Road, and the NCDOT Service Road.
Stormwater controls for widening of NC Hi hg_wa~54 adjacent to the subject property will be
combined with the existing run-off from the NCDOT R2000ab TIP and discharged into a
velocity dissipater approximately 100-feet in front of Wetland 6. After diffuse flow through the
wetland, the stormwater will be piped to bypass a portion of the site to a second velocity
dissipater in front of Wetland 3 for diffuse flow into Stream 1. Stormwater for the other off-site
improvements for NCDOT maintained roads will be routed into the existin dg rainage structures.
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.
The Town of Morrisville Concourse Interceptor Improvement will extend sanitary sewer service
to the site. Wastewater will be treated through the Town of Cary wastewater treatment facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
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:
The proposed development will not result in further development within the project area which
could impact downstream water quality.
XV. 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 Sign
(Agent's signature is valid only
an authorization letter from the applicant is provided.)
Page 15 of 15

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Title: Vicinity Map
Project:
Retail Shopping Center
_ High way 54 at I-540
Kimley-Horn and Associates, ~i ICS Morrisville, North Carolina

Date: Scale: Project No.
March 9, 2006 NTS 012511006 Figure 1

Titte: .USDA Soils Map (Wake County 1970)
Project:
~~~
Kimley-Horn and Associates, Inc.
Retail Shopping Center
High way 54 at I-540
Morrisville, North Carolina
Date: I Scale: I Project No. I Appendix:
June 16, 2005 1:15840 01211006 Fi~LiC.~ ~''~

0~-~7~~ V Z
ATTACHMENT 1
USACE jurisdictional determination (File # 200421479) and
DWQ On-Site Stream Buffer Determination (EXP # 04-1764)

. o~pF W ATERpG
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O 'C
Kevin Martin
Soil and Environmental Consultants
11010 Raven Ridge Road
Raleigh, NC, 27614
Subject Property: Carolinian
December 23, 2004
....1•E :: _ ~ ~ ''~„ DWQ Prgject # 04-1764
,i; ....
'' ~ - ~ ~ Wake County
s •"'.
DEir 3 0 2:r~.
On-Site Determination for Applicability to the..Neuse River Riparian Area Protection Rules (15A
NCAC 2B .0233) •
Dear Mr. Martin:
On December 15, 2004, at your request Iconducted an on-site determination to review Feature B located
on the subject property for applicability to the Neese Buffer Rules (15A NCAC 2B .0233). Ms. Debbie
Edwards of the Division of Water Quality (DWQ) Central Office had previously conducted an on-site
determination of the stream. In your letter to the Dixector dated November 29, 2004, you requested an
appeal of their determination as provided within 15A NCAC OZB .0233(3)(a).
At your request, I conducted an appeal of the determination as stated above. The DWQ bras determined
that the stream labeled as "Feature B" en the attached map is not subject to the Neese Buffer Rule.
This determination shall replace the determination originally performed. The owner (or future owners)
should notify the DWQ (and other relevant agencies) of this decision in any future correspondences
concerning this property.
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 additional questions or require additional information please call me at (919) 733-
9726. This determination is subject to review as provided in Articles 3 & 4 of G.S. 150B.
Sincerely,
,~
Cyndi Karoly,
DWQ, 401 Oversight and Express Permits Unit
AWK/cbk
cc: DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 049005Carolinian(Wake)APPEAL
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, NoM Carolina 27604
Phone: [phone] /FAX [phone] J Internet httpJlh2o.enrstate nC.us/ncwetlands
Michael R Easley, Governor
William G. Ross 1r., Secretary
North CaroGaa I)epartmeat of F.nvironmem aad Natural Resources
Alan W. Klimek, P.E. Director
Division of Watec Quality
i~orthCarolina
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MBV Investors, LLC
Attn: Randy Smith
100 Weston Estates Way
Cary, NC 27513
Michael F. Easley, Governor
William G. Ross Jr., Secrerary
North Carolina Departrrxnt of Environment and Natural Resources
Alan W. [Gimek, P.E. Director
Division of Water Quality
November 10, 2004
DWQ EXP# 04-1764
Wake and Durham County
Page 1 of 2
Subject Property: Carolinian
UT to Stirrup Iron Creek
On-Site Determination for Applicability to the Neuse River Riparian Area
Protection Rules {15A NCAC 2B .0233)-EXPRESS REVIEW PROGRAM
Dear Mr. Smith:
On November 10, 2004, at your request I conducted an on-site determination to review
four (4) features located on the subject property for applicability to the Neuse Buffer
Rules (15A NCAC 2B .0233). The features are labeled as."A, B, C and D" on the
attached maps initialed by me on November 10, 2004.
The_ Division of Water Quality (DWQ} has determined that the.features labeled as
"A, B, C and D" on the attached maps are subject to the Neuse Buffer Rule. The
origin's of all features have been delineated and flagged in the field as the
following: Feature A starts at NBR #1 (~30' below old flag #A145}, Feature B
starts at NBR #2 (old flag #6), Feature C starts at NBR #3 (old flag #Dfi) and
Feature D starts at NBR #4 through to flag NBR #5. These features and their
associated buffers should be identified on any future plans for this property. The owner
(or future owners) should notify the DWQ (and other relevant agencies) of this decision
in any future correspondences concerning this property. 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 or
Delegated Local Authority 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 shat( be referred to the Director in writing c/o John Dorney, DWQ Wetlands/401
Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a
determination by the DWQ or Delegated Local Authority that "exempts" a surface water
from the buffer rule may ask for an adjudicatory hearing. 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. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a
N~o°~`tttCaro44'SSna
401 Wetiands Certification Unit ,/VQfIlCQlll~
1650 Mail Service Center, Raleigh, North Carolina 27699-t650
2321 Crabtree Boulevard, Sufte 250, Raleigh, Nortlt Carol'ura 27604
Phone: [phone]FAX 9S9-T33.688311ntemat httoJ/h2o.enr.state.nc.uslncwetlands
An Equal OppoRunitylAlruma6ve Action Employer - 50~ Recyded/10% Posl Consumer Paper

MBV Investors, LLC
Page 2 of 2
11/10/04
timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 1508 of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 nvt 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 additional questions or require
additional information please call Deborah Edwards at [phone].
Sincerely,
~ Aian W. Klimek, P.E.
AWKldae
' Attachments: Wake & Durham County Soii Survey maps
USGS SE Durham & Cary Quad maps
cc: Mike Horan, DWQ Raleigh Regional Office
File Copy
Central Files
Kevin Martin-S&EC
Filename 041764Carolinian(WK&DR)EXP+origin

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EXPRESS REV';IE~V ACCEPTANCE EETT.IaR
IViB'V' htvestars, LI:C
Atm.: Randy Smith
100 Weston $states'Way
Cary, NC 27513
pa7c #; 919-b77-8600
NrtichuCl k. E.ncley, Governor
Wlliisrn D. Ross Ir., Secrotary
North Cvulina UePurlY>~at ~ ~rnOC~r and Nswrrt liosources
n>ss, w. Kttmcx, P:Et. ai,vcwr
Division of Wetor Quality
November 1, 2004
PI'Oj~CY N'dTtlt:: Cit>:Olin18~1
'PV'ake and Durham County
NOV 0 2 2004
wa~rr s nrro sAr~~wnre~ e~cH
Subject property: X.acated immediately East of H~vy 54 and North of I-540, Morrisville, N'C
On November 1, 2404, the Wetlands/401 Unit of the Division of Water Quality received a Fax/email
request from Soil & Hnvirontnental Consultants, pA regarding a stream origin call fora project lrnorxm as
"Carolinian" far acceptance into the Express Review Program. This letter advises you that your prajtct
wi11 be accepted into the Express Review Program once the following items are received 1) a fee of
$500.00 made payable to the North Carolina Division of ~?,'ater Quality, 2) four complcstt: and collated
copies of the most resent versions of the MRCS Sail Survay~:map and the 1:24,400 USGS Topographic
map far the site, bout with the ptroperty boundaries Located, end 3) a vicinity map clearly marking the
location of the sift. Thank you for your attention to this matter,
Please keep in mmd that the clock for this project vltlll not start tuitil reocipt of the completed application
pacl~ge and required fee are received.
Tf you have any questions or wish to discuss these rciattets ft>rthcr please do not hcsstate to call Cyndi
Karoly at 919-733-97x1 or Deborah Edwards at 919-733-950?.
Sincerely,
CBTtldae
~~
~ Alan w. Klimek, p.E.
cc: Mike Ilaran D'W'Q Raleigh Regional Office P~ 1'1~~~n 1
Fde copy p ~.~c~ ~j , ~ Y r
Central Files f trt'L~-`~~
Kevin IWfartin-58cFsG ~ k
~"~Y' ~ ~ 1
~~~
± sot wel~afi car~n~rw~t una ~dvalrrt~p!!j
t b50 Mafs Service Center, Rateiph, tdodt- Caro[irrd 27899-1650
2321 Crabtree Boulevard, Suite 250. Ralei0l-. Nacth Gatoi'ma 27801
Phone: 8t9.733.17A8/ PAX 919-T33.6t39!311Memet tt •Jlh2n enr start ne u.d,cwest3nds
An Equal Opporti~NtylAftirrttative Action Emptoyec-5096 RecydadllG9: Poll Consumer Paper
_. _....'.~..., s'~R9S~Z6I6 SaNti-11.3M-~M4=WOZI~ Bb~fii~ b002-~-f10N

U.S. ARII'1Y CORPS OF ENGINEERS
WILMINGTON DIS"I'RICT
'~ .~ctionID: 200421479 County: Wake
NOTIFICATION OF JURISDICTIONAL DETEBIYIINATION
Property Owner: MBV Investors LLC
Attn:. Attn: Tim Swath
Mailing Address: 100 Weston Estates Way
Cary, North Carolina 27513
Authorized Agent: Soil & Environmental Consultants, PA
Attn: Kevin Martin
Mailing Address: 11010 Raven Ridge Road
. Raleigh, North Carolina 276].4
Proyerty ! Proiect Area Description:
Telephone No.: [phone]
Telephone No.: [phone]
Size (acres): 116 •Nearest Town: Cary
USGS Quad: Cary, NC Site Coordinates: 35.8655703 °N 78.8421624 °W
R.ivcr Basin: Meuse I-iUC: 03020201
Nearest Waterway; UT to Stirrup Iron Creek
Location (road name/number, intersection, etc.): The property is-located in the northeast quadrant of the
.intersection of NC Highway S4 and Interstate 540, northwest of Cary, Wake County, North Carolina.
(" 'ndicate Which of the Follorvin A 1
^ Based on preliminary information, there may be waters of the U:S., to include wetlands, 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 deternnation must be verified by the Corps.
This preliminary determination is not an appealable action under the Regulatory Program Administrative
Appeal Process (Reference 33 CFR Part 331).
^ There are Navigable Waters of the United States within the above described property subject to the permit
requirements of Section.l0 of the Rivers and Harbors Act and Section 404 of the Clem Water Act. Unless
there is a change in the IavJ or our published regulations, this detcrn~ination may be relied upon for a period not
to exceed five years from the date of this notification.
® There aze waters of the U.S., to include wetlands, 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 strangly suggest you have the waters of the U.S., to include wetlands, on your property delineated.
Due 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 co:psultant.
To be considered final, any delineation must be verified by the Corps.
^ The waters of the U.S., to include wetlands, 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 alt azcas subject to CWA juristiietion on your property which, provided there is no change in the
law or our published regulations, may be relied upon for a period not to exceed five years.

Pave l.o[ Z

® The waters of the U.S., to include wetlands, have been delineated and surveyed and are accurately
depicted on the plat signed by the Corps Regulatory Official identified below on 01/1312005. Unless there is a
change in the law or our published regulations, this determination may 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.
Basis of Jurisdictional Determination: Areas on this site e.~chibit wetland criteria as described in the 19$7 Corps
Wetland Delineation Manual and are adjacent to an unnamed tributary to Stirrup Iron Creek. The
property also contains stream channels that exhibit an Ordinary High Water Mark as indicated by changes
in soil character sod absence or ter: estrial vegetation and are hydrologicslly can;.ected to as urnamed
tributary to Stirrup Iron Creek.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Aztiiy
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 3ennifer Burdette at
telephone (919} 876-8441, ezt 22.
~ Additional Remarks;
Corps Regulatory Official ~~-~ ~•
Date: 01/03/OS ~ Expiration Date: 01/13/10
FOR OFFICE USE ONLY: •
• A plat or sketch of the property and the wetland data form(s) 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_
• Tf the property contains isolated wetlands/waters, please indicate in "Retnarlcs"section and attach the "Isolated
Deterrizination Information Sheet" to the file copy of this form
Page Z.of 2

Applicant: 1VIBV Investors LLC Attn: Attn: File Number: 200421479 Date: 01/03/05
Tim Smith
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission}
PROFFERED PERMIT (Standard Permit or Letter of ermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL. DETERMINATION D
PRELIMINARY JURISDICTIONAL DETER~v1INATI0N E
SECTION i - The'following identifies your rights. and options regardin ";ar:;a ^ ~ ~"~:=~
drninistrativ'e
a
eal."o£ the: above
;.
pp
;;
Additionalinf ~ • •. a~,~ •;;:. ~•='~ ~ X,=r~,~,;~~..~.• s . "~:r• ... , ~, •..~..,-. ,:._t._..~~:
•
'decision. ormatiori maybe found °atYhttg:!/~vww.usace:azmv.miUirietJfunctions%cw/cecvcso/ee~~ ~~
r~•fr:
'
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~Co 's re latieits at
33•GFR Part 331:';~~~ ~:. ..~,:. ...~r.;:,;^"'~"•...:.~ ~•-:~~,.r~"~.~~~ .. ~~"u ',:'.;~::t~'~?~'•u` .~>.
A: INITIAL 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 LOl' and your work is authorized. Yout signature
on the Standard Permit or acccptanct of the LOP means that you accept the permit m 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, ybu 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 oEyour objections, or (c) not modify the pcrrnit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit fcr your recorsidcration, as indicated in Section B below.
B: PROFFERED PERMIT: You may acceptor 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 wotk is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the pemut 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 ar 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 b0 days of the date.of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a 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.
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 Corps within 60 days of the date of
this notice, means that you accept the approved JD m its entuety, and wave all nghts to appeal the approved JD.
S APPEAL: If you disagree with the approved JD, you may appeal the approved JD 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. -

E: PRELIVi fiNARY JURISDICTIONAL DETERl~IINATION: You do not need to respond to the Corps
r' lyding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
J.: which may be 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.
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 adrninistrativerecorti.)

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.

...,e.r.,,..
_ ter. ~ '.F' • ' ~." :.Ko'~~ :s~,r;~{,.~`.. it?rl.• ~' +~r~ya+:~~s"~j'~?!a Y': ~`~~ sy~.~
~ear~r~~:bF~:co~c: '~r4~oR=~~~ fi~'~~~c~~s~o..~o:."Aol~::~~~:~;~:~r ~~~:~~~~.,~. r~~~;~ ~~o~,~.~~~.~;.~
If you 1}ave questions regarding this decision If you only have questions regarding the appeal process you .
i.. ' nor the appeal process you may contact: may also contact:
:1 Gunifer Burdette Mr. Arthur Middleton, Administrative Appeal Review
Raleigh Regulatory Field Office Officer
US Army Corps of Engineers CESAD-ET-CO R
6508 Falls of the Neese Road, Suite 120 U.S..A rmy Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Geor 'a 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
investi ations. - ~ .
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
XT.S. Army Engineer ~Divisiton, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

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coRps or' ENaNmts cESrIFlr.~r>::
'This certifies that this copy of this plat identifies as waten of the U.S or wetlands of/ areas of
waters of the U.S, including watlands, «guloted pursuant to Section 404 of the Gean Water set
as detenninad by the undersigned on this date- Unless there is o change in the law or our
publ~,shad regulations, this determination of Section 404 jurisdlctian may be «lied upon for a
period not to esaeed free yeah from this date. This determination was made utr7izing the
1987 Corps of Fngineen Wetlands/~DeEneation Afanua4~
Nome t2. Y
Titre t S e r3 (,,D
Data ~ 3 /o S
yio ~~oa y2l ~7 y -
NOTES:
r- AREtS coArptlrEO er COORWNATE x/ErNOa
2 8456 OF BEARINGS ALIP BOOK Iasi PACE 698.
NO NC CR10 AlONUAITM 6 LOCIRD YrTI}aN z0o0:
J. IRIS SURVEY WlS PREPARED N1l1rOUT R9' eENE7rr
oP A TrrEE REPDRr Ana uAr BE suEUECr ro ANr
1MT7IIt5 TINT A FlJEI. 1f1LE SEARCIf IWULD DrSCtOSE
t. All OtSTANCES ARE NOFO:Or?AL CRWNO DISTANCES.
6. EIETAL STARES FtN/ND OR SET A7 AU. CORNERS UNU35
NOLID ORIERWISE
9. WERAt105 DEUNE:I7ED BY SdL X ENNRIXVFIEMAE CONSUL7AN75, PA
xun/D® REFERENCES tECrxD:
De 108IJ PD 9az (SOURCE) at01( PIPE fDUrro •
De Jrsr Pa azs ' ~~ PotE ~n,
We 1987 PO J94
1!8 f997 PG 668
u9 real Pa J79
wEItAND AREA ~ -
ruw a roi•nacr
PETUId PROLIX DEYEf.OPMENI' CO.
DrlRriW Da Pal (a747.oh7r-rlOi)
Da Josl PC ass (PARCEL. rrJ
RCS TPACT fS PIALTF~ fRW GEED.
rro fm.D suRVEV PERfDRMED sr Llas Erau
662,a6I SF / Iz.921 AC
(PER DEIDJ
w' osauac . unurr DISaYENr
Avsrc sores a 9Eer As
I
.;
t
L'3~
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N/(
t7:
P~
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[1r3C!!

(.
's of
act
~,t>n ~ t9l6R1EIIt5 criznrxwr,=
?his certifies that this copy of this plat identifies as waters of the U.5. or wetlands all areas of
'wafers of the U.£, ineludng wetlands, regulated pursuant to Section 404 of the Clean Water act
as determined by the underslgned on this date, UNe:a theta is a change In the taw or our
published regulations, this determinatien of Section 404 %urtadietian may 6e retied upon for a
period not to exceed five years /rom this date. fiG determination was mode uG7rcing the
1987 Corya of Engineers Wetlands Defin4eation Manual'
Name ~. ~p /
Title - c cS~•Cid~Sf ~CO Of
Dote _... ~~/t3/y 0.~ '7 .
.¢/D ~`.~ mo ~°~l x{79
~.
x~
avw+w m~ rw ro7{gat-ea-raa~)
w Zso2 re ss~

~~~~°4
1
~x~ I ~
avmtw ca rw ra~+~a4-st-urea)
as ~oz rc art I /
.~ --

CORPS Of tNCINfII15 CFJiT1f7GTE ~ .
This cerHFies that flue copy of t1Ns plat identifies 0a wolers of the U.S. or wetlands a!1 arcoa of
water of the U.S., indudtng wetfontla, rcgufated pursuant to Section 404 of the Cban Water act
as determined by the undersigned on this date. Unless fherc is a change in the low or our
published regulations, this determination o/ Section 404 jurisdiction may be reFad upon for a
.period not to exceed fwe years fpm tide data. fiia determination was made uUlzing the
1987 Corps of Engineers W~Uvnds De6nea69n Manual"
Name~Q.-~tuiL~
rtfe ~ ~ Scr ; a/.~
Dote /~ 365

'.
I ~ ,~
I / ~ /
/ / /
.
ti/F
OVRtLW CQ %N (07 i-1267)
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SkEC WE7IAND POINTS
NORIN EAST L'ESC.
u619s9e s24z.eeso • o
45e0as1a szs4asJ4 p
4596.1 108 ~~ 5172.7551
~ 0
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4550.3438 XNO.I657 L' 6'
4557.6644 63857211 L 5'
46673361 3396.5554 K J'
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468786/T 340/.6966 / Y'
4687.4834 54/X4287 H 7'
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4701.1080 34203376 Ti F/R
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470.[4967 5467.6791 S
4711.060/ 35/025/5 i
471X1481 55358250 U
472E3655 X5552751 Y
47444790 55543914 SiARi ~RPS J' CN
474d.208B SSJA8477 B
4740.1932 3496,6165 C
4731.0984 34716437 0
4747.7932 X571 1906 W Tr A
4747.7757 556ZT86B COfO'S Y
4755.4660 5364.4431 CORPS J'
47519102 5560.09/6 A 77 lW A
47sa.aa7s s5e1.47o7 sr cH A/S111P NRa1
47810267, S~J36J5 CH B 2'
4764,6481 5®57608 Ctf C 1'
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4859.4319 56082156.215 MH
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4906.7575 5695678{ lOt
49t7801d 57012013 .V ~~
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CORPS OF F.NGfNEFJS CfRi1FlGlT6'
?his certifies that this copy of Uria plat idenBfies as wafers of the U.S or wetbnd: oll areos of
avatars of the U.S., including wetlands, nguloted pursuant to Section 404 of the Clean Water oct
os determined by the undersigned on this date. Unless there is a ehonga in the low or our
pu6fished regulations, this detenninaUon of Section. 404 Juriadn:tlon may be relied upon for o
period not to exceed five yeora front this date. This daterninaNon was made ut941ng the
1987 Corps of Engineers Wetlands Defingatian Nonual.'
~~~#2~ y 2~ y~9
~%--INVESTORS LLC

ATTACHMENT 2
Pre &Post-Development Drainage Exhibits and
DWQ - 401 Design Summary Worksheets for
Wet Detention Basin and Level Spreaders

Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : SN~LOH C.Qossi.aa s~p~ia4 C~~tER
Contact Person: J Aso,s K£Na € tai/ Phone Number: (q i 9) t, 53 - Zq ~ 5
For projects with multiple basins, specify which basin this worksheet applies to: 3~ns,.~ Q
Basin Bottom Elevation 339.0° ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 3 X11 • ~ o ft. (elevation of the orifice invert out)
Temporary Pool Elevation 3 a 3 . cp I ft. (elevation of the outlet structure invert in)

Permanent Pool Surface Area 7~ ~ ~~3 sq. ft. (water surface area at permanent pool elevation)
Drainage Area ~42.~a ac. (on-site and off-site drainage to the basin)
Impervious Area 35 •s 3 ac. (on-site and off-site drainage to the basin)

Permanent Pool Volume ~l-~9, `i9to cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 12~t,$z~ cu. ft. (volume detained on top of the permanent pool)
Forebay Volume ~+a,8~ cu. ft.

SA/DA used 3.5 (surface area to drainage area ratio)
Diameter of Orifice [o:o in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
J~K The temporary pool controls runoff from the 1 inch storm event.
~P~ The basin length to width ratio is greater than 3:1.
JP1~ The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
,~K An emergency drain is provided to drain the basin.
SPX. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
.,1~ The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
JPI~ Access is provided for maintenance.
JpK A minimum 30-foot vegetative filter is provided at the outlet.
w~~. ~.,~tx.. A site specific operation and maintenance (O&M) plan is provided.
A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : ~~~--ort C2oss, a ~ S~,r,~;~,•.~c C,e,.,~
Contact Person: -JASON KF,~tN&oy Phone Number: (9~9) (,53-2q 45
For projects with multiple basins, specify which basin this worksheet applies to: '(~as~.-~ ~
Basin Bottom Elevation 353 •° ~ ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 354 •~~ ft. (elevation of the orifice invert out)
Temporary Pool Elevation 357• ~}9 ft. (elevation of the outlet structure invert in)

Permanent Pool Surface Area lo, 537 sq. ft, (water surface area at permanent pool elevation)
Drainage Area ~ . ~ g ac. (on-site and off-site drainage to the basin)
Impervious Area ~-•9 3 ac. (on-site and off-site drainage to the basin)

Permanent Pool Volume Z~ .37~ cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume ~31~t cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 3.308 cu. ft.

SA/DA used 3.810 (surface area to drainage area ratio)
Diameter of Orifice 2-coo in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Aoblicants Initials
JPI~ The temporary pool controls runoff from the 1 inch storm event.
~Plt. The basin length to width ratio is greater than 3:1.
.,Pty The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
JP-~ An emergency drain is provided to drain the basin.
~ P1C The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
.~ P K The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
JPK, Access is provided for maintenance.
JP ~ A minimum 30-foot vegetative filter is provided at the outlet.
~u.~~ro~~y~ A site specific operation and maintenance (O&M) plan is provided.
A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

Project No. DWQ (to be provided by DWQf
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : SN ~w rt C2os s~ .,x stir P~.x C~~~.
Contact Person: _ JASo~ 1~~. ~+ N Spy Phone Number: (9.19) L~3 - 29 U S
For projects with multiple basins, specify which basin this worksheet applies to: Qns~.~ C
Basin Bottom Elevation 35d. p° ft. (average elevation of the floor of the basin)
Permanent Pool Elevation X53 . o o ft. (elevation of the orifice invert out)
Temporary Pool Elevation 35 a . 5 $ ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 11 ~ 5 (, o sq. ft. (water surface area at permanent pool elevation)
Drainage Area I I.q9 ac. (on-site and off-site drainage to the basin)
Impervious Area Q •~- I ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume '}5, 03 tp cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 3a,3o5 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 9,01 g cu. ft.
SA/DA used 2.91v (surface area to drainage area ratio)
Diameter of Orifice Z. o in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Annlicants Initials
JP-~ The temporary pool controls runoff from the 1 inch storm event.
--SPK The basin length to width ratio is greater than 3:1.
-~PtL The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
-1Ptt Vegetation to the permanent pool elevation is specified.
~PK An emergency drain is provided to drain the basin.
Jt~K The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
-~~K The temporary pool draws down in 2 to 5 days.
-~ PK The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
J'Pl( Access is provided for maintenance.
,1PK A minimum 30-foot vegetative filter is provided at the outlet.
wu~ `i~i~.,-oE A site specific operation and maintenance (O&M) plan is provided.
A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in 0&M plan.
A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

Project No.
(to be provided by DWQ~
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : St~-~d r+ Ctzoss~ •a4 St-loPt~,a` Cam,, ~~
Contact Person: _ J~+so~ ~aEn Phone Number: (9t4 ) X53-Z~i ~4 S
For projects with multiple basins, speci which basin this worksheet applies to: f3~s•.~ TJ
Basin Bottom Elevation 312-ofl ft.
Permanent Pool Elevation 3 sls. o o ft.
Temporary Pool Elevation 3ato• S`r3 ft.

Permanent Pool Surface Area I ~~ t 1 ~F sq. ft.
Drainage Area °I.4 ~ ac.
Impervious Area 7 • °I 9 ac.

Permanent Pool Volume ~lc~,`1'I 1. cu. ft.
Temporary Pool Volume Z7 ,g, ~ 1 cu. ft.
Forebay Volume t>'3,2 Ib cu. ft.

SA/DA used 3.55
Diameter of Orifice 3•c~ in.
(average elevation of the floor of the basin)
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)
(draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Annlicants Initials
JQK The temporary pool controls runoff from the 1 inch storm event.
J P K The basin length to width ratio is greater than 3 :1.
JP1~ The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
_1PlL An emergency drain is provided to drain the basin.
--pt~ The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
JPK- The temporary pool draws down in 2 to 5 days.
.JPK The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
.,Ply Access is provided for maintenance.
J?l~ A minimum 30-foot vegetative filter is provided at the outlet.
w~u- `~rov~DE A site specific operation and maintenance (O&M) plan is provided.
A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : _SN~w e-+ CCZosS ~.~43 ~iv~i..) c ee•~~ ri
Contact Person: _ J+ASO,J K~ Phone Number: r9 X53 - Z9 y-S
For projects with multiple basins, speci which basin this worksheet applies to: B~s~.~ F"
Basin Bottom Elevation ~3~}.ot~ ft. ,(average elevation of the floor of the basin)
Permanent Pool Elevation 33~ ~ o e ft. (elevation of the orifice invert out)
Temporary Pool Elevation 3381 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 14, ynt,o sq. ft. (water surface area at permanent pool elevation)
Drainage Area Q.3 ac. (on-site and off-site drainage to the basin)
Impervious Area ~.~2. ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume 3~ , ~ a 4- cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 11 ~ 149 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 7, 311 cu. ft.
SA/DA used 3.97 (surface area to drainage area ratio)
Diameter of Orifice- 3 .oc~ in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Annlicants Initials
....IP1c The temporary pool controls runoff from the 1 inch storm event.
.1P 1< The basin length to width ratio is greater than 3:1.
J~t< The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
JPK An emergency drain is provided to drain the basin.
~1P i< The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
J t~1t, The temporary pool draws down in 2 to 5 days.
J ~1C The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
.JP1L Access is provided for maintenance.
JP}~ A minimum 30-foot vegetative filter is provided at the outlet.
~yJh.~ v 1 DE A site specific operation and maintenance (O&M) plan is provided.
A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
FORM SWG100 09/9? Page 1 of 1

DWQ Project No.
DMSION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: SH~~oH c¢oss~~s S+IoPPiNa c~~.,-rFr~
Contact Person: J~sd,., l'CEN~..r. c,Y Phone Number: ~ 9r9 1 ~5 3 - Zq ~ S
Level Spreader ID: _ -3q s ~.~ i4 p~-r~~T
Level Spreader Length 58.0 ft.
Drainage Area 4 2.1 r3 ac.
Impervious Area 3S.~3 ac.
Maximum Filter Strip/Buffer Slope Cn , o
grass
(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
Max. Discharge from 1"IHr Storm o .5~°I cfs
Max. Discharge to Level Spreader ~~ '~ cfs
Filter Strip/Buffer Vegetation ~o rre s T (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used `I ate= C¢~+~r-nr~r w j Fro •.~p
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of 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
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and v~ill substantially delay final review and approval of the project.
Applicants Initials
_IPK Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
fJ ~ A~ Pre-Formed Scour Holes are on flat slopes only.
~ No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Altemative (if any) and Bypass method used:
-.t 1 A Bypass conveyance method is specified and plan details and calculations are provided.
N ~~ Altemative design option is specified and plan details and calculations are provided.
JPK Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
~` No structures are located in protected buffers.
~,.~ «•- 1`~-eu, rx Plan details for the bypass and outlets are provided.
wi« 1~rov ~ r~E The operation and maintenance agreement includes annual erosion and vegetation repair.
w ~ « vim„ ~ o ~ The operation and maintenance agreement signed and notarized by the responsible party is provided.
~c ~ypRSS ~RoruL LEVEL 3'~REROERS VrSCH~2laE 1-JS~DE ~k~~R

DWQ Project
DMSION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: SHtLOH caoss~--mss s+to~~..~c~ c~~-t~rL
Contact Person: J-+se.~ ~{ENNgpy Phone Number. (9w) ~5 3 - Yq ~ S
Level Spreader ID: _ 3Asr.-~ L3 o t,ITL~T
Level Spreader Length r o ft.
Drainage Area c,.coa ac.
Impervious Area 4.93 ac.
Maximum Filter Strip/Buffer Slope to
grass
(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
Max. Discharge from 1 "IFir Storm [~. off! cfs
Max: Discharge to Level Spreader -~ cfs
Filter Strip/Buffer Vegetation errtis't {thick ground cover or grass, canopied. forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~rt -zR.~rr M~i~r ,,., ~ wart ~o~ ~
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, .plans and speafications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
_11~K Level spreader is at least 13 ft. per.cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
NIA Pre-Formed Scour Holes are on flat lopes only.
~ No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
NIA Bypass conveyance method is specified and plan details and calculations are provided.
N) ~+ Altemative design option is specified and plan details and calculations are provided.
1PK Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
wi~~ ro~tpS Plan details for the bypass and outlets are provided.
w~L~ P.oa ~ o ~ The operation and maintenance agreement includes annual erosion and vegetation repair.
w u~.- ~~. ~ p E The operation and maintenance agreement signed and notarized by the responsible party is provided.
~~ pRS3 {-gorv` ~,eV E L $e'¢~1'tDER D15C 114 Q.fiET Ia S 1 O F ~N F

DWQ Project No.
DMSION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: SH-~oN cao3s~,.~s 5}1oPP~..~A CEN-t~2
Contact Person: -1~sa KENNar>Y Phone Number. (9~9 1 ~5 3 - Zq -i 5
Level Spreader ID:. Taps i.~ Ou,Ftcr C
Level Spreader Length /o ft.
Drainage Area / / • 9 9 ac.
Impervious Area tr3 • ~ / ac.
Maximum Filter Strip/Buffer Slope fo
grass
(perpendicular to flow)
(on-site and off-site drainage to the-level spreader)
(on-site and off-site drainage to the level spreader)
(fi% for forested, leaf littler cover, 8% for thick ground cover
Max. Discharge from 1"/Hr Storm d •07/ cfs
Max. Discharge to Level Spreader ~ ~ " cfs
Filter Strip/Buffer Vegetation orresfi (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~2B-Tatwryra.+o- w/ `J; ~.,o
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of 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
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
.-Pt< Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft per cfs for 150-foot buffer.
n~ ~ ~ Pre-Formed Scour Holes are on flat slopes only.
~ No structures are located in protected buffers (must meet no practical altemafives criteria).
Design Alternative (if any) and Bypass method used:
a,A Bypass conveyance method is specified and plan details and calculations are provided.
a ~ A Altemative design option is specified and plan details and calculations are provided.
JP{~ Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
~ No structures are located in protected buffers.
w~~~ `Prov w~ Plan details for the bypass and outlets are provided.
w ~~~ ~t ro ~ ivt The operation and maintenance agreement includes annual erosion and vegetation repair.
W a~. i~ro v . os The operation and maintenance agreement signed and notarized by the responsible party is provided.
'~ ~~()/kss "~iR.e.,ti LEH~t-- S~REPDcR 'D~Sct}R26~5 I~1S~pE `g~~FER

DWQ Project No.
OMSION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: SH1LOH caoss~~s S+IoPP~.aG CENTER
Contact Person: J++s...~ 1{Ew1NipY Phone Number. 19rg 1 ~5 3 - Zq+iS
Level Spreader ID: - ~ns~~ D otc7z.>r7'
Level Spreader Length /fo ft.
Drainage Area `I • sf / ac.
Impervious Area 7• R 9 ac.
Maximum Filter StriplBuffer Slope [~
grass
(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
Max. Discharge from 1"!Hr Storm ~ •r~~ cfs
Max. Discharge to Level Spreader ~' ' " cfs
Filter StriplBuffer Vegetation ~'~~s-~ (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~rc-Tti'~hTM~..rr w~w~f +~oNo
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been mef, attach an explanation of 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
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
JPr; Level spreader is at least 13 ft per:cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft per cfs for 150-foot buffer.
N ~ iA Pre-Formed Scour Holes are on flat slopes only.
~ No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
N ~ ~+ Bypass conveyance method is specified and plan details and calculations are provided.
N~~ Altematve design option is specified and plan details and calculations are provided.
J~K Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
7~ No structures are located in protected buffers.
w n~ ~i-ovtoQ Plan details for the bypass and outlets are provided.
1r.~~L~ t~~nv ~ oe The operation and maintenance agreement includes annual erosion and vegetation repair.
_W ~~~ ~co v ~ ~ The operation and maintenance agreement signed and notarized by the responsible party is provided.
~~PR3S ~FQaNL LE11 EL 5~2E140ER j~.s cH-~4R 6t"5 /+~SIllF ~Qa FFEQ,

DWQ Project No.
DMSION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: SH«oH cao3s,,.~s s~1oPP,.aQ CE~-tFR
Contact Person: J~sd,., 1'~ENN4pY Phone Number: (9r9) ~5 3 - 19 ~ S
Level Spreader ID:. ~,.J £ ou-rt.cT
Level Spreader Length I ~ • o ft.
Drainage Area 9.30 ac.
Impervious Area "1.7Z ac.
Maximum Filter StriplBuffer Slope (o
grass
(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
Max. Discharge from 1"/Hr Storm D. ~Sto cfs
Max. Discharge to Level Spreader •' ' ' cfs
Filter Strip/Buffer Vegetation oRa~-t- (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~a.~Re~~xew-f w ~ t-Js-r ~... ~
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of 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 ouflet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and- approval of the project.
Applicants Initials
JPK Level spreader is at least 13 ft. per.cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
N I ~' Pre-Formed Scour Holes are on flat slopes only.
plc No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
NIA Bypass conveyance method is specified and plan details and calculations are provided.
a ~ y+ Alternative design option is specified and plan details and calculations are provided.
J~K Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
~k No structures are located in protected buffers.
W,L~ ~rcv,DF Plan details for the bypass and outlets are provided.
Wu.~ Gov, pF The operation and maintenance agreement incudes annual erosion and vegetation repair.
~~L t"'rou ~ o ¢ The operation and maintenance agreement signed and notarized by the responsible party is provided.
'k' Jv QPrSS 'FRo~'-~ LEVEE S~tZE7~pER DIScHrt~lgFS l~s~t7E ~u~~2

DWQ Project No.
DMSION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: SNt~oH C¢cssir~GS S+Iopp~n~G CENTER
Contact Person: J~S•N 1-CENNaoy Phone Number. (9t9) ~5 3 - Yq sf S
Level Spreader ID: • ~~ 5'p e~A~~ ~ I
Level Spreader Length 3 tv ft. (perpendicular to flow)
Drainage Area ~} 9LF ac. (on-site and off-site drainage to the level spreader)
Impervious Area Z •2 ~ ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope ~ % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1 "Mr Storm 3.O 9 cfs
Max. Discharge to Level Spreader '~ cfs
Filter Strip/Buffer Vegetation -r-t-cr-
Pre-treatment or Bypass Method Used ~y p+4ss
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
requirement has not been met, attach an explanation of 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
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
J P k Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft per cfs for 150-foot buffer.
~ ~ ~ Pre-Formed Scour Holes are on flat slopes only.
~ No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
J'PK Bypass conveyance method is specified and plan details and calculations are provided.
NIA Altemative design option is specified and plan details and calculations are provided.
J~K Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
~ No structures are located in protected buffers.
w~u `~rcv~~-r Plan details for the bypass and outlets are provided.
w~~.-.- t`~- oy ~ o¢ The operation and maintenance agreement includes annual erosion and vegetation repair.
~~4~ t`'rw~a~ The operation and maintenance agreement signed and notarized by the responsible party is provided.
W 5 S ~-
~~ ~lze~. LWt~- S~CLE'f4DtQ D-~Lti4-IA2~~r"-5 ~StDE ~~t~FER

DWQ Project No.
DMSION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name: SN«oH c¢oss~-.~s sAoPP~..~A ceN-r~rZ
Contact Person: Jwsd,~ KFN~.+Gay Phone Number. ~ 9-9) ~5 3 - Zg ~ S
Level Spreader ID: , Levu 3'PR.E1kDcR # 2
Level Spreader Length _ 1'I. o d ft. (perpendicular to flow)
Drainage Area 1. ~1 ~ ac. (on-site and off-site drainage to the level spreader)
Impervious Area o .9 t. ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope B °~ (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Dischargetrom1"Mr Storm I.o$ cfs
Max. Discharge to Level Spreader ~' cfs
Filter Strip/Buffer Vegetation `t'H~c_K (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~~Ip~ u
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal indudes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information. and will substantially delay final review and approval of the project.
Apalicants Initials
JP~ Level spreader is at least 13 ft. per.cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
N ~ A Pre-Formed Scour Holes are on flat slopes only.
~ No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
N ~>4 Bypass conveyance method is specified and plan details and calculations are provided.
~ ~ p Altemative design option is spedfied and plan details and calculations are provided.
.~ K Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
~ No structures are located in protected buffers.
wiw ~nav.p&' Plan details for the bypass and outlets are provided.
ya «~ i~rov ~oF The operation and maintenance agreement indudes annual erosion and vegetation repair.
w-~~ ~tov ~D E The operation and maintenance agreement signed and notarized by the responsible party is provided.
~~It55 ~~y„~ ~'~- ~- S'~¢.Ew~(~EYz 17~ 5 c+~~,.~R ~~5 lasr n E `~jwPFE~,

DWQ Project No.
DMSION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: SHtt.oH caoss~-~s 3HoPPtaG CEN'T'ER
Contact Person: J mss.,,, 1'CEN N Cpy Phone Number: ~ 9 w 1 ~ 5 3 - Yq ~ S
Level Spreader ID: , Lzvt t_ ~~r~o~z. ~ 3
Level Spreader Length 1yoo ft,
Drainage Area 2 • y 5 ac.
Impervious Area 1.2 ~ ac.
Maximum Filter Strip/Buffer Slope S
grass
Max. Discharge from1"Mr Storm I.5'~ cfs
Max. Discharge to Level Spreader ' ' cfs
Filter Strip/Buffer Vegetation '-r{+tcl~-
Pre-treatment or Bypass Method Used ~~( ~~ s S
(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, ti% for thick groundcover
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of 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
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aaalicants Initials
~]~K Level spreader is at least 13 ft. per.cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 15Q-foot buffer.
M ~ IR Pre-Formed Scour Holes are on flat slopes only.
No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
~ ~~' Bypass conveyance method is specified and plan details and calculations are provided.
A Altemative design option is specified and plan details and calculations are provided.
JPK Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
~ No structures are located in protected buffers.
Witt- '~roV t D~ Plan details. for the bypass and outlets are provided.
w rt..~ 't~FoV toE The operation and maintenance agreement includes annual erosion and vegetation repair.
wt«~ravtoE The operation and maintenance agreement signed and notarized bythe responsible party is provided.
~" DUp~53 ~t3cl~l+~Y2~~+~c ~ROr+~ I.e-DEL S'~2E7't~c.~ l5 ItJ511DE .1htF~CZ

// ~~
i 5 ~ + ~ ~1
1
I, V 1
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1. jl ~~ \ i ~~ /
-~ ~/ i.
v
1 ~ I~ ~ -JJo
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I
,i o
,,
I (~ f
ONSITEB ~/ ^~j ) ~~ ` ~`___,~" ur`~i,~`~~Lj~~~~~ ~ tit, ~'f/~ ' I'~;~t1,~, ~r.
T TAL AREA: 330 692 7. A J ' ~ t ' ~! t't1~ ~~ `~n.~ ~ 1' ' ~ I \~/""
PERVIOUS: 148,823 SF- iA ;, ~% ~__~ ,, J~,~j~(~ ~ o `~ y''
OODED73 EA: 81;869 S - ' r , 1 ) ~ ~ % / ~~ ~-_ l . ~ ,"'; ~~ j I I j
~ f ~ ~~
,~~
~~ "''~ ~ . ~' ; ~t. 111 . , ; `-~~'`~\`, `~ ' ~-
~~_ ^ ~~ r t /, `
/ t I
,cavc;:rmu Mkt r `[, ~ J ~„ I~
r-J rJ r,
~ ~ ) ~ _
l
f ~ ~; "\. ` ,/Z .~~ ' I ~ ~ ' ~ I I i ,J , ~ Y Jti~ PR P ?J~ UN97lRY ,/ ~ ,~~ _QPI'~ ' ~,/-~
! a ~ I J
'.1 ~ N \ "\ ' y~ ) S I S 4 I ~ 4 y I I I ~ 1 ~ J-- ~-~ ' J,~ ~ ll
_...._ >> C ~ >~ ~ _ (`J (\ ~ i I i > > I I' v ', _ /~ I! u~l nr~cdu ~i~ / ~~~/ ` -" /r ~~'/ f .'l /
^ ~/ ~ `~~ sHFFr1Fl~.FQf / C i . i `,,' , ~+ 5 { ~ j /~ \,`` `~ ~~ ~ ~ /~~ l r~ J''~' 1~ '/~~ ~~--i;11\j ~ i ~ ` \
r~ \` ` ~ ~ - '^ ~ ~ 4 ,' SL~P~ - .pp - ~ . 1:=51 . ~ I. ~-.`, .. ~ i...I .. -. I. I ~ ~ ~ /t,'; ~('~,~ ~'; + / ^~~-- ~ ,-_---'. r _._ ' ( +`/ ~~~
~ ~ ~.
- ~ ~ a ? t r f~ Jt ~~l t t l ~ J i~ ~ ,, ~~\ ` ~~ ~ ~'i ~ \, 1 \1`~ ~ f ` I~~~~~ ~ ~~'J~ ~~ "' ~ r/ ,~~~~~l.
~~ ~~ ' ` ' J y `iig~~\,.-~f rll II1~ ~\~'1`~.~\ i ~ ~~,1,~ \`~ 1;'~ ~NSC ~I;I~~ ~i ~~ 1%1,(~ ~ `i~/~~ • I f I,'~ ,//~~'" /' ! f
\~
IJ I
,~
-~ -,.n J
/
b
:~1

I` i
~~_ .,. ~~~ ~ '~ ~ ~ _ , . ~ ~~, ! I
I ~ 1~// 1 J j':
,,, / / ,
I ~~~` ! Q ~ '" r ~-~ .r---~...~-,~ .. `, _ ~ ~~1C71 // J!~"' I (II `~ .r fr-.i~~-1~, `/; ,~' 4 } ~,;r`
I `i ° ~ it ` ~, ' / ~ ~ DD `' \ . ~. '\ ice, I I \ 1 I li ~. ~ ~ ~ ~~""~(}Id Q ~ \
~ /1,,/ ~ , ~ ~ ~ ' 1 ~ ~' ~y ;~ .. ~ f J ~/ I 1 i ! ~ AL AREA: `I 0 `S~+'- 4. AC
\~ ~,~ ~. ~• ~ o~. ~~ / 1 ~` ') 1~ ~,/^~-; f'I' ~~~1''~' 1 i(Irlf r/~~rrl ~ ~ ? 1f~ ( ~~ ~~Uvl~'E~~QUS R .O.Q ~~QOAC
• li~;. }~ . ~ ~ ~ ~, ~ If , r;::'- ~tlir ; ~ / ~ r ~ l,q w S ~ : ~s -~ ac
rl` ~~~, ~~` ~~ / ~. l t /~ . I,~I,II,,N~ 111);1 , ! I , ' ~ ~ (J ; isQ? 2 ~ ~A~:1,7A~
', I; ~ ~~` .'~' ~ ~;,1, ~~, ' / t' r-r ~1 i i ,~I I I ~, i f ; J ~ ~ ~ \ , ~ ,~' ~ r., ~s ~ACi
~ , I ,1 a tu•, ~ l ~/~~ / ~/J 1, ;! •.i . ~ , ~ 1~/ sr~ ~ ~;~~~~. , "'-~ ~-....~
~~~ ~ ~. ~' ;~f. ill ( ~!rl! ~ ~
-~ Ir{ '~-,, ,.~--_~'' ~ / 1, w • i~ r I ,) ' , ~~' / i ~ / J ~ /
l% `~ ~ ~" t ! }, f~ i' r~-, i ~ ;~~\ ~• Y, ~'"''~-.~---'' ~ / r~ j' ~' I.~ : (; ' ` ~ t I,~/ I r//~'~ -~-~~ ~ ~ it ~.`--~----~~.~ ~~~ ~~-^/~/J//
r. I ~
1 / . 1//, ~ r l l i ,. •~ ~', ,t v , S l" ~ ~/ I ' ; ~<f S ~l ~ ~ ~ ~ I S~ ~ \ '~'~. l f ~. j1 r~ ~ I `~ ~•-~
J / i
' !lt; ' ( i ~ ~ sQ,~ I ~ I ~;~~\( ~ ~ 1 ~ .r---' t \ i I `' NOTE:
~ , ' t~ ~ t
~ /
II'! E r G r !\ ~ A \ v,, t J ( ~ I (l ! 1 r ,,,.~ J ~/~ ' ~ I ~~~ ~ !,l ; n`~! , ALL TIME OF CONCENTRATION (Tc)
r 11 ~ \ ~ J I i ~ p r ~ - i ~\ I t. ~.--,
~ \ ~ ~ ; r ,~ J c Ls. / j ,, , , ~ ; , ~ ~ CALCULATIONS HAVE BEEN PERFORMED USING
f 4 ,~ /'~, ~ , • ;1 ~' ~ 1 ) : , , i ! ~ ~,\ \~ ~ ,i-"~ f ~ ~ : ; j ~ / THE SCS METHOD. THE Tc DATA HAS BEEN
1 l ~ ~ i ~ Lam"~/ : ~,r / £.,- ~ t • i rt , i / l %/ i /•
~ •~ ` ~~~~-~~~-,,;I',, ~ ~ ~ ~ i ` I y ~ ~ r ~ J ~ ; r /mil ~, \ / f 1 ~ ; ~, r ,/. ENTERED INTO POND PACK FOR CALCULATION.
f ~°'~~-, ~~ f `%~~~ ~~ ~ 1 • , _ ~ ~ ~ ~ , , ~ , ~J ~ ~~/~~ Jam` ~ \~ ~ , ~, / , i J , f J ~, ~~~ REFEK 10 PRE-DEVELOPMENTDATA FOR Tc
~~~~ ~ ~ ~~r!~. I \ '. ` / `•~ ~ } i .. i / l i r ....~ l / i / r--- ~, ~ 1 ~ ~~ '1 /,' I / ;'`"~ r~j ; J i i / ,~/~~ , A . 71MES.
PPEPARFD N ilE OfFlr[ a: CLIENT: °"rt~ IOCADON:
10/06/05
2 REVISIONS PER RENEW CDNNENTS 12/15/05 Rn qAD ~ Kimley-Horn ANGELONI DEVELOPMENT, L.L.C. ~± ~ DURHAM & MORRISVII,LE, NORTH
1 RENSIONS PFA NEW SURVEY 9/6/05 Rn CND e, CAROLINA
^~'~ ~.s.X °Art ~^~~~ ~~°°~ ~ and Associates) InC, n2&IOYEAR STORMPRE-DEVELOPMENT ~'~`<
Thia axumml bgema .xX ms cancryl, ae ersyna PnmIW Aerei, m m iu4umml el emice. 6 Flmaea wy Iw Ik gecNic pwpme
ma <uml a aXp n .m Pywex Rsusr m we mww• •a~m<. m us ae<~mt .xron ..alM mm.;:aum ma amtolla.: ey P.O. BOX 33088 - Rn
xmisY-Ibn ma Aam<bls4 Mc aM1a4 Es vAM1ml II~iIIY I< Kmlry-Xem ma bszblm, M< ~~ N0~ °A~OLN"` ~8~"~B DRAINAGE EXHIBIT WITH Tc ~A~ °'°'" ": •°"°"~ "`rt"`~ "~': o,2s'"'~i~oos ~' ~rt
cwr'sm xmxy-xem me Anedmn x:<, xros PFIdEI (91B) 877-' 000 FA74 (91D) 677-2050

i ~:.
' 1, F ~ ~ ..
........._._ .i,,. .,.....- ;, .,_ _ y
_. _ .. .. w
.... ,
..~.." ~ ~
.DURNAM COUNTY
~ - ~ ", - _.,0 - ~
~~ • ~~~
O O' 1 WAKE COUNTY 5
;' ..
U
~! r ^'p
V
i ~ ~ ~ ~ ~ I _
.~..~
~ t
. . .. - ,. ,. O ..
V ,
'f ,
_ a -~ o. ~~
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O Q, ~ 9 V ~ a ;~.
~. D
O O ,i•l: t
r;
'•~
.,
,ONSITEF ,1 ~; , i =;. ; ,; ;, -~ ~•: - RoPONDeI _..
` :' TOTAL AREA: 405,283 SF 9 30 AC
/
" v ~ `~ ` RO LEVEL.Sl~EADER- ~`V ,11- *,. ~~ .,,. \ . ~ ~ ... ~' -~~ _
,. ~ TDTAL,AREA,215,05 S>~94AC~ ~ ,..,, ,. ;, _" ~ ~ _
;..
s ~ iIMP~RVIOUS AREA 98;454.SF=22~rA'C ~.; '` 41~,; y -~ ~ ~ _
..:.., -~ .. - ... ._.. ...._,,-- -, ~ - , .:..... --~__,... ~-_ ~' i~ ,. r ~,~~ 1 PWOO~DAREA 34,Z63.SFF079ACC
_ i
P "~ , ~~:.PERV.OI/SAREA~~Y16,b03SF=T.68A1C~ '-.., s ~,:- - - _ .
. , ,0' l
REA
"~If--}~voD"b~Da >:A:o:b9s _ BE _
,~i ` .\~,,1\ (i -,, 1 •. ~. ~t }B>: - - - I NTAIAREA:311"418SFA 717;AA~
~ _ _.. .,
,~ ~, j~,{ I ', , 1' `, ~; `;, , __- .._ - ~ `. ~ :IINPERVIOUSAREA>1,999SF=O,OSAC
7 ' ~ J. f i %,) ~ ~ I ` ,, ' . , !; _ ,, ;; t _ ' ` PE'RVIOUS.AREA,;,}.01991 SF =778-AC ~ _ ...
~. ..
' _
:
_,/ 1 1h `, •'\`~ ,a _ _ _ - 2br541BSF=4.16 AC : -
WOODED
J ~ R I
D
-
I
- ;=
' ., ,- ..~
- - NSITE G •
( t %~ _ ._~ ~, ~ : ;-- - 'L A :411,171 - . AC -
-- - .' --
~' 1 ~ ~~~ ,y ,. IMP 10S R :348,100=7:99 (TO LEVEL SPREADERTJ
1 ~ .. . _.. .::. __ ~." - .- _.~ ~,- , , ~ :: SO _ :17A ~ .TOTAL AREA:62,3135f=1.43AC`~
,' ONSITE,B_. ~',. a ",- IMPERVIOUS AREA: 41,600 SF=0.96 AC
~• R 1T5SF=O: -
I ~ T07AGAREAOPONDB) ~ ~• " '"' ~ PERVIOUSAREA:10,713SF=0:48AC
T90 9Bi SF.= 6.68 AC ~ ~' WOODED"AREA: O SF = 0.OO AC
1MPERVIOUSAREA 21605B.SF=4.93 AC :` ~( !
;:;
pERV10USAREA 74,9235F=1.71AC
_ POA C
WOODED AREA: O.OO SF = 0.OO AC '
_. _
,:
': _ ,~ "
_.
NDISTURBED AREA C
I
' ,.' OFFSITEAREA,D, , i0rALAREA:147,6125F=3.39 AC
_. _. ~: _
~r- _ (OFFSITEROADWAY•BYPASSJ~ ` IMPERVIOUSAREA:O.OOSF=O.OOAC
TOTAL AREA: iB7,906SF=4.31 AC ONSITE C WOODEDAREAA145,2 3SF 3.33AC
IMPERVIOUSAREA:128,514 SF=2.95AC . -
PERVIOUSAREA:37,7sDSF=9s7AC ~\ (roPONDCI NDISTURBEDAREAE NOTES:
WOODED: 21,642 SF = 0.50 AC 70TAL AREA: 572,742 SF =11.99 AC
IMPERVIOUSAREA:375106SF=8.61 AC TOTALAREA:T76;838SF=6.36AC 1. REFER TO THETcDETERMINATiONEXHIBITS:
~ PERVIOUSAREA:72,256SF=1.66AC IMPERVIOUS AREA:O.OOSF=O.OOAC
w00DEDAREA:7a,BBOSF=1.71 AC PERVIOUS AREA: 13,107 SF=o.3aac FOR POST-DEVELOPMENTDRAINAGEAREAS
woDDeD AREa: z63,T sF= 6.06 Ac FOR THE SCS Tc DRAINAGE AREA
.. BREAKDOWN.
2. POST-DEVELOPMENT GRADING DIVERTS
RUNOFF AWAY FROM POINT OF AivAL Y 3;S B.
` ** SEE MOTES REGARDING TC INFORMATION NO DRAINAGEAREASAREASSOCIATED wITH
/ POINT OFANALYSIS B.
_ RR[rnrrto w tx[ ancE or: CLIENT: • 7/12/05 LOCATION:
z RE'ASIDN$ PER REVIEW COAIAIENTS __ ,z/,5/DS _ RTL I CMD Kimiey-HOrn ANGELONIDEVELOPMENT, L.L.C. ~,..~ DURNAM& MORRIS~VTILLE, NORTH
1 RENSIONS PER Sl1E PLAN CHANCES r 9 6 OS RTL CIdD CAROLINA
F: - ~ s, ,. ; ~.«.... nTLE:
- "I-~-• ~ and Assoaates, Inc. ~K -
,~ , N~, , •,~ • w, e _ ,.,: 2 & 10-YEAR STORMPOST-DEVELOPEMENT ~~~•
Rn __ _ .........

ATTACHMENT 3
USACE Agent Authorization Form and
NCEEP Payment In-Lieu Request Form

AGENT AUTHORIZATION FORM
Name: MBV Investors, LLC
Address: 100 Weston Estates Parkwav
Carv, North Carolina 27513
Phone: X9191481-3000
Project Name/Description: Shiloh Crossing
Development of a retail shopnina center on a 115 acre site at the northwest quadrant fo
the US Interstate 540 and NC Hi~hwav 54 interchange in Morrisville and Durham
Date: September 6 2006
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Thomas Brown
Field Office: Raleigh
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
I, the current property owner, hereby designate and authorize Kimley-Horn and
Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of
processing of Section 404 permits and Section 401 Water Quality Certifications
applications and to furnish upon request supplemental information in support of
applications, etc. from this day forward until successful completion of the permitting
process or revocation by the owner.
Authorized this the 6 day of Se tember_, 2006.
~--~.~
Print Proper Owner's Name P y er' ignature
CC: Cindy Karoly,
N.C. Wetlands Unit
1621 Mail Service Center
Raleigh, N. C. 27699-1621

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN-LIEU FEE REQUEST FORM
Revised 5/16/2006
Print this form, fill in requested information, sign, and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC
27699-1652, or fax to 919-715-2219. Attachments are acceptable for Garification purposes. All correspondence from
NCEEP will be to the Applicant, with a copy to the Applicant's Agent (if indicated).
CONTACT INFORMATION APPLICANT APPLICANT'S AGENT (optional)
1. Business or Individual .Name MBV Investors, LLC Kimley-Horn & Associates, Inc.
2. Street Address or P O Box 100 Weston Estates Parkwa 3001 Weston Parkwa
3. City, State, Zip Cary, NC 27513 Cary, NC 27513
4. Contact Person Karl Blackle Todd St. John
5. Telephone Number [phone] [phone]
6. Fax Number [phone] [phone]
7. E-Mail Address (optional) [e-mail]
PROJECT INFORMATION
8. Project Name
Shiloh Crossing
9. Project Location (nearest town, city)
Morrisville/Durham
10. Lat-Long Coordinates (optional) '
'
35:8656
N 78.8445
W
11. Project County
Wake/Durham
12. River Basin
Neuse River
13. Cataloging Unit (8-digit)
03020201
14. Riparian Wetland Impact (ac.) (e.g., 0.13)
0.25
15. Non-Riparian Wetland Impact (ac.)
0.25
16. Coastal Marsh Impact (ac.)
17. Stream Impacts (ft.) (e.g. 1,234) Warm Cool Cold
281
18. Buffer Impact-Zone 1 (sq. ft.) (e.g. 12,345)
11,793
19. Buffer Impact-Zone 2 (sq. ft.)
9,514

IMPORTANT _
Signatur of A plicant or Agent:
Check (~l) .below if this request is a:
_ revision to a current acceptance, or
Date:
~
~~ ~
-
_ re submission of an expired acceptance ~
f
Buffer mitigation applicable only in the Neuse, Tar-Pamlico and Catawba river basins, and the Randleman Lake Water
Supply Watershed. For help in determining the Cataloging Unit, go to EPS's "Surf Your Watershed" web page:
http://cfpub.epa.gov/surf/locatefindex.cfm Direct all questions to David Robinson at 919-716-1921 [e-mail]

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~~ RIPARIAN BUFFERS(ZONE 1)
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P.B. 129 PG. 207
200
~~~
Kimley-Horn and Associates, Inc.
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ANGELONI DEVELOPMENT, L.L.C.
WETLAND IMPACT R1 & s2
SHILOH CROSSING
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~' EXISTING CONTOURS
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GRAPHIC SCALE
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P.B. 129 PG. 207
20o I
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Kimley-Horn and Associates, Inc,
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ANGELONI DEVELOPMENT, L.L.C.
WETLAND IMPACT •3
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• •• • PROPOSED WETLAND IMPACTS
P.B. 129 PG. 207
GRAPHIC SCALE
~ 0 25 50 100 2pp
(IN FEET )
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~~a ANGELONI DEVELOPMENT, L.L.C. SHILOH CROSSING

©im~ley-Horn and Associates, Inc,
WETLAND IMPACT •4 ~ •5 ~
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PROPOSED CONTOURS
DELINEATED STREAM
PROPOSED STREAM IMPACT(CULVERT)
RIPARIAN BUFFERS(ZONE 1)
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PROPOSED ZONE 1 IMPACTS
PROPOSED ZONE 2 IMPACTS
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P.B. 129 PG. 207
GRAPHIC SCALE
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WETLAND IMPACT •6
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m°~~~~«~®'~~~ RIPARIAN BUFFERS(ZONE 2)
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KimleyHorn and Associates, Inc,
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ANGELONI DEVELOPMENT, L.L.C.
STREAM IMPACT w2
P.B. 129 PG. 207
GRAPHIC SCALE
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LEGEND
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~9 EXISTING CONTOURS
~.~~~~5~ ~,,/ PROPOSED CONTOURS
~~~ DELINEATED STREAM
~~;,.~ PROPOSED STREAM IMPACT(CULVERT)
~~ RIPARIAN BUFFERS(ZONE 1)
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P.B. 129 PG. 207
200
^:a
Kimley-Horn and Associates, Inc.
©~
ANGELONI DEVELOPMENT, L.L.C.
STREAM BUFFER IMPACT •1 & ~2
SHILOH CROSSING
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FIGURE X13

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ANGELONI DEVELOPMENT, L.L.C.
STREAM BUFFER IMPACT •3, M4, AND •5
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FIGURE X14