20070408 Ver 1_401 Application_20070307

ENVIRONMENTAL PROFESSIONALS, INC.
Planning For A Better Environment
P.O. Box 3368 PAYMENT
KILL DEVIL HILLS, NORTH CAROLINA 27948
RECEIVED
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WE ARE SENDING YOU Attached ^ Under separate cover via the following items:
^ Shop drawings ^ Prints ^ Plans ^ Samples ^ Specifications
^ Copy of letter ^ Change order ^
COPIES DATE NO. ~ J DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
F~iFor approval
^ For your use
^ As requested
^ For review and comment
^ FOR BIDS DUE

REMARKS

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COPY TO V S~¢2t- ~ ~~~~~ ~~
SIGNED:
^ Approved as submitted ^ Resubmit copies for approval
^ Approved as noted ^ Submit copies for distribution
^ Returned for corrections ^ Return corrected prints
^ PRINTS RETURNED AFTER LOAN TO US

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
Office Use Only: _ Form Version March OS
07-0408
USACE Action ID No. DWQ No.
(I~any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing Pt',YMENT
RECEIVED
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: NW 18
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:
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
Owner/Applicant Information
Name: Elizabeth City State Universit y
Mailing Address: c/o McDowell and Associates attn: Don A. Bunch
P.O. Box 391
Elizabeth City, NC, 27907
Telephone Number: 252/338-4161
Fax Number: 252/335-9585 ~
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Page 1 of 9 ~EN~t _ VYA'f~F+~ eufi~~Y
WETI.ANQS AtaD $70RMWA't~R ~RANGrt

E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Louise I Hanson or Kendall Turna~e
Company Affiliation: Environmental Professionals, Inc.
Mailing Address: PO Box 3368
Kill Devil Hills NC 27948
Telephone Number: 252/441-0239 Fax Number: 252/441-0721
E-mail Address: environmentalpro earthlink net
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 maybe 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: ECSU - 274 Bed Dormatory
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 892313131019
4. Location
County: Pasquotank Nearest Town: Elizabeth City NC
Subdivision name (include phase/lot number): N/A (UNC System• ECSU Campus)
Directions to site (include road numbers/names, landmarks, etc.):
ECSU Campus -University Drive at NC 34/Weeksville Rd south of Elizabeth City, NC
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): 36 ° 16.78' °N 75° 12.55' °W
6. Property size (acres): 136 ac.
7. Name of nearest receiving body of water: Charles Creek
Page 2 of 9

8. River Basin: Pasquotank --
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http•//h2o enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: vacant wooded upland area on developed university campus
(ECSU).
10. Describe the overall project in detail, including the type of equipment to be used:
1120 sq ft (32X35ft~ of encroachment into 404 wetland area to grade and install a
proposed 4" PVC Restricted Pond Drain pipe (please see Section. and Profile drawings
attached Sheet 3 of 3) Pond Drain is for extended detention and subsequent flow from a
required Storm Water ManagLement~SWM) pond Equipment for pond overflow outlet and
pipe installation includes a dump truck and backhoe or front-end loader.
11. Explain the purpose of the proposed work: Proposed channel and drain pipe are needed to
facilitate 2-day retention time in a Wet Detention Pond required due to increased impervious
area associated with the proposed dormitor~to be constructed on the subiect property.
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.
Wetlands identified flagged and reviewed by USACE personnel JD plat signed (see attached
plat signature of 9/30/02 - JD unavailable) and the area surveyed. Delineated, approved and
surveyed wetlands are accurately shown on attached~lats see sheets 1-3 of 3).
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.
Concurrent request for a Letter of Exemption for ditch/channel clean-out in the vicinity of this
proposed work USACE representative conducted a site review and advised the applicant to
request a `Letter of Exemption' for channel/ditch clean-out work. The drainageway(s) in this
area were surveyed in 1991 and now have 12 to 18 inches of sand/debris deposited m the
channelbed impeding flow of stormwater Please see the `Request for Exemption' (submitted
under separate cover) for detail No other permit requests anticipated
Page 3 of 9

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:
Proposed impacts to 1120 sq. ft. of a total of 2+ acres of wetland area
delineated and surveyed in the area of this project. Impacts are unavoidable, and are necessary to
to facilitate a Wet Detention SWM Pond overflow channel and the installation of a Restricted
Pond Drain ape. The SWM facilit iy s required due to increased impervious area associated with
the new dormitory to be constructed on the subject property.
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 Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) (yes/no (linear feet

C SWM Pond Overflow Forested/Shrub /scrub no 2 900 ft 0.0257
Channel Excavation ac

Total Wetland Impact (acres) 0.0257
3. List the total acreage (estimated) of all existing wetlands on the property. (Campus-wide
total is unknown) 2 +/- acres delineated and USACE approved in the vicinity of the
proposed project detailed here.
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.
Page 4 of 9

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
N/A N/A N/A N/A N/A N/A N/A
Total Stream Impact (by length and acreage)
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 Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma ocean, etc. (acres
N/A N/A N/A N/A N/A
Total Open Water Impact (acres) NONE
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): N/A
Wetland Impact (acres): 0.0257
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): N/A
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.
N/A
8. Pond Creation Please see attached plans for detail.
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): X uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): excavation (all excess material will be taken offsite)_
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): local stormwater requirement -Wet Detention Pond
Current land use in the vicinity of the pond: vacant wooded upland area of ECSU campus
Size of watershed draining to pond: 14.2 ac. Expected pond surface area: .45 ac.
Page 5 of 9

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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 residential
dormitory is part of the ECSU Campus Master Plan and is deemed necessary for supporting the
ECSU student population The proposed Wet Detention Pond is a SWM requirement associated
with the impervious surface area created by the proposed building. The (revised) SWM Permit
Application~ackage was submitted on December 27 2006approval expected) To avoid
stream and wetland impacts the proposed buildin~Land SWM pond are to be situated in upland
areas The SWM pond is sized to address all current and future development anticipated in the
14 2 acre drainage area Forebays of the SWM pond will be ig n the process of settling and
infiltration reducing_the flow into the main detention cell Volume and water quality will be
addressed further in the main cell of the pond The impacts are associated with the proposed
outlet structure and earthen overflow channel They have been engineered to further reduce
wetland impacts through velocity and flow attenuation see A-A and cross section on page 3 of 3
attachedLUpon completion the disturbed wetland area will be stabilized and revegetated to
reduce the erosion potential and further attenuate flow velocities. The proposed 4" PVC pipe to
be installed will facilitate the anticipated 2-day detention time thus effectively addressing water
quality as well as quantity impacts The project layout as shown will maximize the area of
undisturbed wetlands along the drainageway and will provide for onsite SWM treatment as per
County /State requirements The main purpose of the disturbance proposed here is to reduce
long-term downstream wetland impacts.
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 maybe 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.
Page 6 of 9

If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE 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/strmgide.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.
Applicant will purchase 0.25 acres of In Lieu Fee Mitigation from the NCEEP.
( Please see the attached `In Lieu Fee Request Form' submitted to NC EEP)
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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): 0.25 ACRES
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes X 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 ® (Project meets minimum criteria under 15A NCAC O1C.0408)
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. N/A Yes ^ No ^
Page 7 of 9

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) N/A
2
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 )? Yes ^ No
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.
Zone* Impact
s uare feet Multiplier Required
Miti ation
1 N/A 3 (2 for Catawba) N/A
2 N/A 1.5 N/A
Total N/A N/A
* 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.
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.
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 `274 Bed Dorm' project detailed here is
part of the 136 acre ECSU Campus Master Plan The proposed impacts and impervious
areas in this 14 2 acre watershed are part of the SWM requirements being addressed
campus wide The SWM pond being proposed is designed for the future maximum
drainage area build-out of 50% impervious cover No future expansion of this facilrtv
should be necessary The NC DWQ SWM requirements for this project are being
addressed at this time; the (revised) SWM Permit Application package was submitted to
NC DWQ on December 27, 2006 (approval is expected).
Page 8 of 9

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 proposed Dormatory is to be connected to and served by the Elizabeth City Municipal
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: ECSU
has been developing this campus since 1891. The current Master Plan for the institution
includes the proposed dormitory which requires the creation of the SWM pond detailed
here. The SWM pond has been engineered to receive the maximum expected urbanization
/ impervious area expected for the 14.2 acre drainage area - a future maximum build-out of
50% impervious cover. No future expansion of this facility should be necessary.
XV. Other Circumstances (Optional): N/A
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).
N/A
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Applicant/Agent's Signature v ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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' 02r 12007 10:33 MCDOWELL AND ASSOCIATES ~ 4410721
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404 WETLANDS DELINEATION
FOR
ELIZABETH C-TY STATE UNIVER g
~~,-~q-NTH CITY NORTH CAROLINA r

.~ 0 7- 0 4 0 8
AUTHORIZATION TO ACT AS REPRESENTATIVE FORM
Landowner of record authorizes Environmental Professionals, Inc. to:
enter the property to gather environmental and site information, including delineation of
environmental regulatory jurisdictions;
2. enter the site with the regulatory agencies (i.e. U.S. Army Corps of Engineers, '
North Carolina Division of Coastal Management, North Carolina Division of Water
Quality, etc.) as needed to review regulatory alignment(s) and to identify additional
regulatory jurisdictions; and
3. submit plats and other information to acquire regulatory agency confirmations and/or
approvals (U.S. Army Corps of Engineers, North Carolina Division of Coastal
Management, North Carolina Division of Water Quality, etc.);. and
4. provide authorizatior. for Environmental Professionals, Inc. to act as year agent for t?:e
purposes of obtaining environmental permits and/or authorizations.
Landowner
w;~,~~~ e. u~s~~~~ ~
Client ~
Date
2 1~ ~
Date

. ~ ~ McDO{NELL & ASSOC/ATES,P,A,
~~I~ ENG/NEERS•SURVEYORS
William. P. McDowell, III, P.E., R.L.S.
Post Office Box.-391
1715 Weeksville Road
Elizabeth City, NC 27907-0391
February 14, 2007.
Mr. George H. Wood, CEP
Environmental Professionals, Inc.
P. O. Box 3368
Kill Devil Hills, NC 279483368
Telephone: [phone]
Fax: [phone]
0.7°040
RE: 274 Bed Dorm
Elizabeth City State University
Dear George:
Enclosed please find the Authorization to Act as Representative Form, which has been
signed by Charles Hall, Office of Design and Construction at Elizabeth City State University, as
the Landowner. Mr. Hall has also signed the Authorization to Proceed.
Please let me know if you need anything addition from us at this time.
Sincerely,
d~ cam'. ~~G,G?~~
Don A. Bunch
Senior Engineering Technician
DAB/rae
Enclosures

„07-o~os
NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
d~
IN-LIEU FEE REQUEST FORM
Revised 10/02/2006
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.
CONTACT
INFORMATION APPLICANT'S
AGENT o tional) APPLICANT
1. Business or Indiv. Name Environmental Professionals, Inc. ECSU
C/O McDowell & Assoc.
2. Street Address or P O Box P.O. Box 3368 P.O. Box 391
3. City, State, Zip Kill Devil Hills, NC 27948 Elizabeth City, NC 27907
4. Contact Person Louise I. Hanson attn: Don Bunch
5. Telephone Number 252/441-0239 252/338-4161
6. Fax Number 252/441-0721 252/335-9585
7. E-Mail Address (optional) [e-mail]
PROJECT INFORMATION
8. Project Name ECSU 274 Bed Dorm
9. Project Location (nearest town, city)
**See attached location ma Elizabeth City, NC
10. Lat-Long Coordinates (optional) 36 ° 16.78' °N
75° 12.55' °'W
11. Project County Pasquotank
12. River Basin Pasquotank
13. Cataloging Unit (8-digit) (See Note 1) 03010205
14. Riparian Wetland Impact (ac.) (e.g., 0.13) N/A
15. Non-Riparian Wetland Impact (ac.) 0.0257 acres
16. Coastal Marsh Impact (ac.) N/A
17. Stream Impact (ft.) (e.g. 1,234) (See Note 2) Warm
N/A Cool
N/A Cold
N/A
18. Buffer Impact-Zone 1 sf (e.g. 345) (See Note 3)
N/A
19. Buffer Impact-Zone 2 (sq. ft.)
N/A
Check (v) below if this request is a:
_ revision to a current acceptance, or
- re-submission of an expired acceptance IMPORTANT
Signature of Applicant or Agent: Date:
~~- -- ~,,L
~(.. ~ o~-CS '(~ l
• Page 2

Note: The Contiguous Boundary (Bold Line) was
taken from the Pasquotank County GIS information.
(Line not surveyed for this map)
136± Ac. Contiguous Boundary
J
J~
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State University
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.~ ~~~o ~ ~ ~ Campus
f ~
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Proposed Pond -~= ,1i P~~,d
Outlet Structure ~`;~'j(
i , Wetlands f ~~~~~///~1
Wetlands
~~~w1~'
a ~.
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C
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Location Map
Elizabeth City State University Campus
Plot Date: 12-27-06 Plot Scale: 1" = 400'
Note:
This drawing is to be used for obtaining a Nationwide Permit # 18, from the Army Corps of Engineers,
for the encroachment into 404 Wetlands the following;
A.) Proposed PVC Pond Orifice Pipe, 4" in Diameter, that provides 2 Days of detention time.
B.) Proposed Earth Channel (Overflow Outlet for the Pond's Concrete Weir Structure)
,>
,~
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Proposed 274 Bed Dormitory
a o
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° InATl~rrm, ,
_ 404
Wetlands /h/~,
0 0 o W ~ul{~((lll~~lo
0
"Fine Arts"

(Dbl. 30" RCP) Exist Wet
Pond Outlet Detention Pond
0.9 AC.±
City of ~ ~'
o sc„~~ 158
° Elizabeth
~ Ctty o~ouo,,,,,w
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ECSU
34
Vicinity Map N.T.S.
~07~040~
Legend
rJ~~ Denotes Delineated, Surveyed,
~~ ~/~ and Mapped 404 Wetlands
11!/4
Cloud Denotes Proposed Work Areas
(See Sheet No 2 of 3 for Detailed
Drawings 1 Additional Information)
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K. E. White Center,
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(See Site Plan @ 1" = 40'
on Sheet 2 of 3)

3
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p ,~~ ., ~ , . ~ ~•~ ~ ,
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ES
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';~ G. ~ i Proposed e.o L 0 W
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o:.: w / Storm Drain I a &
\, o~ ko..... / ~ #~ • o Proposed Wet Detention Pond: ~ o ~,
5 I / ~ ~ (Water Surface - 0.45 Ac.) N I Q ~ ~ Z ~ °,
/ / / ~
2+,a ~,~ ~ :. / ~~~ / .~ ~ ~ Note: Wet Detention Pond required due to w ° ° ° S m ~ J M
°^" ~ / / ~ ~~ ` increase in impervious area (New Dorm) ~ $.~ I ~ W °, k Y U N N
Y
W
/ Q I 1 ~ ~ ~ (See Typical X-section on Sheet 3 of 3) N ~ ~ °_ o W m ~ m o 0
i ~., j W
~ I I i \ ~ SO ` ~ s ~ W a~Wd IQi
~ 2 t
~?
.p w ° ° ° ~ 1 ~ ~ Forebay~ ~ \~ 10' SHELF • ~ ),
_ _ _ _ I
J ~ I ~ ~ ~~ L m
: W ~ No.1 / ~ / ~. ~ d `. v
.GG' ~ I - I L i / / / "' - I ' ~ ` \ ~ \ ~ ` (ELEVO 7.B*)K ~
__ 1
c°~~ TOP OF BANK ~ L ~' / ~ I I I Forebay ~ ~ ~ \ ~ o o { m o = ~
G2 (ELEV 7.Ot) ~ / / I No. 2 ~ [ ~ ~
I ` e ~ _ ~ O
TYP PROP. TEMPORARY RIP-RAP rig I ~ ~ I , ' _ - " \ L ~ ~' m ~
o ~ FI ER DAM (SEE DETAIL, SH. 2) \~G `' ~ I _ ~ ' ` 1 (/ _ ` ~ ~ Q. \ O ~ `O ° ~ a a
P Q 41
~..I
°~ I I Proposed Wet ~ ~ ~ / - ` ~ _~ - o ~ ~ W
... ......... V o 0
~ ~J I - ~ ~ Detention Pond ~ ~ ' ' ' ~ , ~ ~ o ~ ~~~~~,. .. ,•,. o a a ~ ~ ~,
O (' •
Entl Silt Fence •
r~ ~ /
Proposed Const., ~~ 1 ~ ~ ~ i i ~ ~ ~ °^ N
Clearing Limits & -~ T I ~ ~ ~ ~ ~ ,~W W :.~ ~ •• m ~ ~ Q, i
Proposed Silt Fence " + t` ~ ~ ~ ' J ~ ~ Q ~ W III y W y, k ~ ~;~'~ o "` o k o
Encroachment into 404 Wetlands: ~` ~ . ,...i ' i ~,~ W W W W k. ~ "" """"'°'°,~,,, ,,,,,,,,,,,,x ., G~GI ., pw -~ p ~~/
V` ~P I y W W y ~ B U \\
F 5 EXIST GROUND `~ e ~ ~ Q ^.
a.) Proposed Earth Channel (Pond Overflow) "+~ ~ - ~~o~° W W W W ~ CONTOURS I ,~a6oW ~- ~° fi.(~'. ~ p +~ o
- Q W W W W W / W W W W l OAK ` U `/ • L
b.) Proposed 4" PVC Restricted Pontl Drain ., / J'' B + W W W W W, ///// ~ a~ ~ N c~
G e- N
(See Section & Profile drawings, Sheet 3 of 3) '~ yX/ I o ~ W Wbo W W W W y~ 6°~ '° Wr W W 5~W-- W ~~y w Qra ' ~ . ~ c 00 ~ U
`~ Q ~ r`( ~Y c'UA o y o y GG,, ° y W~ .~ ~ ~ a X ``// a o W y y\.P 8"~ +~ V > L
y, y' W~ !~ W W W W W W S,J ° W W .Y W •Y •Y .Y .L ~\ e °nK C ~ ~ ~ O
LIMITS OF ~--7.° w ~j / \ Q '~ W W ~, t !~ {/~~ ~ 7
W W - W W W W W W W W W W W W W W W W W W W W V ~ ~ L
404 WETLANDS ~ tgA 1~°
1 ~ A W W / a ~ W W W W////~~~ W W W .Y W W W W W W W
t6A W ~ W W `-' W ,W' Y\ '.Y ,Y: .Y ~ W5, J. .L ,Y i 1r ~1'`y y .4 . W^-~ W 'r
•JJI~~~ ~A ~ "" En t Fence M,~~s N
W W W W 1 'W W /~~ `
yy~~ ~W ~W y W W ° W W~ 'y ' aJ W I ~, ~~ i r i W S ~ e e ~{/ /1
,tJ~ W 5. , ~(,'~,b'~W W J~ W ,W~W ~W W W 1W W W W W S.PO ~ fA /~\}J
W W W W W W W ~Y ~ W W ~Y ' W ~Y y, , ~Y ~Y' ~y~. `'y WY ~Y W '. W ' ~Y EXIST CHANNEL y ~4Y 06 ~~ {rt3 ~ VO/ ~W ~ I
//.y T 6' V
W ~. W W W 6.~ W W W~ ~1 W, W W W W W W W ~W W W W W W W W W 1 y W (~DIH = S'f) • y ~' '~' W °~ \~ ^ ~ O
t4 'W W W W W W W W W y, ~y, W W W W W W W~ W W W W W W W W W W W W W W W W ~ 8 ~ O `~
EXIST INV. r{~~ L U
W W W W W W ~ ,•'W W W W W W i W ELEV 4.2t W W W W W W W W W W W .~,~ t8 W W W W r`
W W W W W .Y-~L W W J' .Y .Y ~Y ~Y W W W .Y .Y ~Y W W W W W ~Y -I ~' 0 ® CI ~J'~ I/~I ~~///~J,
W W 5 ~ W W W , . ' ~\ -W W ~ W J. J. ~ .Y J. D W ,L ' / ' ~ .Y W .Y C~ ~ - t / ` W ~Y ZO /// /v~ YL _ I Yr
W W W W W,y~,J, .W ` 1W W y W W W r, /° y, y 'u ,9 ~ uJ \ \ L
/~ EXIST CHANNEL W W W ~. G ~ ~ y t ~ ~, ~ 3 .~.i^ ~
W W ~ y/ y ~. y .~ (WIDTH = 5"f) ~ y t4 u ~ ~ Q ~ O
W ~~'w' W W W W ~~ W ~. _ '~ .W W W. Wetlands Q~ U i
W W W W W ,p ~- ' LIMITS OF ~_~ `
''W W W W W 404 WETLANDS ~ W` O ~ ~'
Plot Date: 12-27-06 Plot Scale: 1" = 40' ~..~ -~ ~'
W W W W
~_ _~ i ~~~
WWW o'`J 15 ~ ~ v/
Proposed Concrete Outlet Structure (Weir) .~ ~ ~
F Pro osed Earth Channel within 404 Existing Meandering Channel (Avg. Width = 5'±) ~ ~
~1 Overflow Elev, = 5.85, Orifice Elev. 3.60 C p Q
Wetlands See Detail, Sheet 3 Of 3 `Alignment was field surveyed (See notes on Sheet 3 of 3 for ~~ i•J
(See Typical X-section, Sheet 3 Of 3) ( ) additional information concerning channel cleanout)
Proposed Rip-Rap lined Channel Proposed 4" PVC Orifice Pipe for Pond ~~- W
(ends @ 404 Wetland Limits) . Drain (See Detail, Sheet 3 Of 3 F 464 Wetlands; Limits have been Delineated, ;,
See T i I - ~ )
° p S ( yp ca X section, Sheet 3 Of 3) Surveyed, & Mapped t

n-'~
I,
SEED ALL DISTURBED AREAS, COVER SLOPES & BOTTOM
WITH ASTRAW/MULCH BID-DEGRADABLE SYNTHETIC MESH
EROSION CONTROL BLANKET, MADE FOR PLACING IN A
CHANNEL, INSTALLED PER THE MANUFACTURERS
INSTRUCTIONS
FLATBOTTOM WIDTH VARIES
EXIST (12' TO 20'f EXIST
GROUNDt GROUNDt
-- -- D E - - ~/tr-
~ /\ \ Ope 12"-18"t DEPTH 3;1 / /\/~~i
PROP GRADE (SEE
PROFILE)
Section
Detail (Orifice Pipe Support)
- PROPOSED 4"' PVC ORIFICE PIPE
(NOTE: 4" ORIFICE PIPE
C~ C~ PASSES THRU 6" TEE)
UNDISTURBED OR FULLY
COMPACTED EARTH
~ ° I ~- PROPOSED 6" TEE W/ INSIDE BOTTOM
I ~ OF TEE AT INV. 3.60
I>~
~ a I 6" PVC PIPE INSTALLED BELOW
I ~ I GRADE (INTO STABLE GROUND)
L-J
Typ. X-section A-A (Earth Channel)
404 Wetlands (Wooded)
Typ. X-section B-B (Rip-Rapped Channel)
1:1 SIDE SLOPES
PROTECTED W/ FILTER
FABRIC UNDER RIP-RAP
PROP GRADE MATERIAL
(SEE PROFILE)
EXIST FLATBOTTOM WIDTH EXIST
GROUNDt J. ~ VARIES OpE GROUNDt
~~i~/>i.,SLO~O FROM 8' TO 12' 1 S" \ ~~-----
~/\/~
~~/~V 12" MIN. PROTECTED 'VA`/~
iV/~ DEP7Ht ~~/
\\
RIP-RAP MATERIA \ \/,'\ /~ 12" MIN. DEPTH
CL 2 (9-23"f) UNDISTURBED ALL LOCATIONS
SUBGRADE
FILTER FABRIC UNDER
RIP-RAP MATERIAL Section
6„L
W
8 W
APPROX. 10 LF OF RIP-RA
FROM APRON TO WETLANDS 8"T
(SEE SECTION B-B ABOVE & }
PLAN ON SHEET 1 OF 2)
12"
Typical X-section A-A (Conc. Outlet Weir)
70P CURB = 6.85
PROPOSED RIP-RA
EXIST GRADE (7.Ot
EXIST GRADE 0
COMPACTED FILL
WIDTH FC-FC = 8'
OVERFLOW ELEV. = 5.86,
12" CURB
"z
--~~~ ~--8" THICK-J
N07ES:
1.) CONCRETE TO BE 3000 PSI MINIMUM (28
DAYS)
2.) CONCRETE REINFORCEMENT TO BE 6X6X6 WWF
3.) ALL CONCRETE TO BE DONE IN ONE
CONTINUOUS POUR - NO JOINTS
4.) WEIR FLAT SURFACE SHALL BE LEVEL, AT THE
ELEVATION SPECIFIED.
Plan; Concrete Weir
END CURB ®ELEV. 3.60 Detail: Orifice (4")
E Z (RESTRICTED OUTLET)
Z I I 8" WIDE CURB (12" I O 6" PVC SCREW 7YP
0-.IOW--j~F~ 7ALL)I I O (FOR ®EANOUTO} TEMP POOL
Q I 3 IW:.J 4" SCH 80 PVC PIP ) (ELEV 5.85)
I Im"1U1 I w "6"' PVC TEE
TEMP POOL
~ ~, (ELEV 3.60)
6" PVC PIPE~~ ~12" MIN.
3'
17.5' ON 3:1 SLOPE
CONC WEIR TC: ELEV 6.85
6" CAP W/ 4"
HOLE DRILLED
15 (FOR MA.WT.~
1 HORIZ
PROPOSED GRADE O Z
END 4"'t ORIFICE ®ELEV 3.50 ~ (FLOWLINE OF CHANNEL ~ -ai RIOP RA f APRON
- I-
_______ _ EXIST. INV. 1
APPROX. _ -__ELEV 4.20
-_______ EXIST GRADE
v
~~/i`l
''1~~ ° ~~
HATCHED AREA DENOTES CHANNEL CLEANOUT
(TO ELEV 3.Ot) (WORK TO BE DONE UNDER
AN "EXEMPT ACTIVITY" PERMIT)
PROPOSED PVC ORIFICE SUPPORT
(2 REO'D.) (SEE DETAIL ABOVE)
~~
__ J ________ __ ___
APPROX._EXIST GRADE_____---- ----~ --
a 4"t ORIFICE PIPE ~ I i/,
II II 12" WIDE X 8" DEEP LEDGE ''~~
IL- DISTANCE BETWEEN--{ I TO PREVENT UNDERMINING
11 SUPPORTS = 15' I OF CONCRETE STRUCTURE
F 34't OF EARTH CHANNEL WITHIN WETLANDS ~ 10't RIP-RAP --
(SEE SECT. A-A ABOVE & PLAN ON SH 1 OF
2)
X-section: (Thru Wetlands /Outlet Structure /Proposed Detention Pond)
Plot Date: 12-27-06
x ~ ~ v Q l! Q
Plot Scale: None
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_ ELEV
___ .50
_ _ -OVERFLOW: ELEV 5.85
--
-----
------
-------- - --- EXIST GRADE 7.0-7.St
------------~------~---------
EN
~ ~~„ HIGH WATER (OVERFLOW = 5.85
1
_
~``
~ ~ 0
,... ,. ~...:;...,.
y,~K~~~va r~\i~\~X~' ~' .
~`~ ELEV CURB ®

3
60 ~~~~.~„ ~~~~~~~~~~~~~r
~~~~.~
.,...
. . TOP OF PERMANENT POOL = 3.60
~~~~~
v\ / 3. ..- 12'" MIN. ~~~~~~
,
T
SEOp ' 30" MIN PERMANENT POOL
£ DEPTH = 6.0'
~~ ~ ~ ~~ SLOp

CONCRETE O
T
ET WE
R

'
'

"
S ELEV. 0.00
!~ F BOTTOM ELEV
i~
40
_ (-)2
?~'~~/~~
U
L
I
(SEE XSECTION A-A ABOVE
) ~
PIPE SUPPORT .
/~
/ ~~~~~~/V~f~% %~
- SCH. 80 /~„ ~~ (fj~~j'
PVC INSTALL INTO CONC.
FOOTING