SW8051135_HISTORICAL FILE_20051220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �J�CC ?✓S
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
amfzoZaQ
YYYYMMDD

State Stormwater Management Systems
Permit No SW8 051135
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Dr Ronald Core & UNC - Wilmington
UNCW - Wagoner Hall Renovation
UNCW - New Hanover County
FOR THE
construction, operation and maintenance of an underground infiltration trench in
compliance with the provisions of 15A NCAC 2H 1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit
This permit shall be effective from the date of issuance until December 20, 2015, and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 1,900 square feet of
impervious area This trench must be operated with a 30 ft vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans There is no built upon area available for
future development in this permit
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 051135
6 The following design criteria have been provided in the infiltration trench and
must be maintained at design condition
a Drainage 2Area, acres
Onsite, ft
Offsite, ft
2
b Total impervious Surfaces, ft2
c Design Storm, inches
d Trench Dimensions, L x W x H, ft
e Perforated Pipe Diameter/Length
f Bottom Elevation, FMSL
g Bypass Weir Elevation, FMSL
h Permitted Storage Volume, ft3
i Type of Soil
i Expected Infiltration Rate, inlhr
k Seasonal High Water Table, FMSL
I Time to Draw Down, hours
m Receiving Stream/River Basin
n Stream Index Number
o Classification of Water Body
II SCHEDULE OF COMPLIANCE
020
8,700
0
1,900
1
40x10x12
6' 140 ft
358
385
197
Baymeade
1
338
56
UT, Bradley Creek 1 Cape Fear
18-87-24-4-(2)
1,SCor
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee small at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 051135
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
7 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permttee for a minimum of ten years from the date of the completion of
construction
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 051135
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having Jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 20th day of December, 2005
NOR TIOLINA IONMENTAL MANAGEMENT COMMISSION
or A imek, RE , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 051135
UNCW - Wagoner Hall Renovation
Stormwater Permit No SW8 051135
New Hanover Count
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 051135
Certification Requirements
1 The drainage area to the system contains approximately the permuted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the protect is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The bypass structure elevations are per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

DESIGN NARRATIVE FOR
WAGONER HALL RENOVATIONS
AND PATIO ADDITION
UNCW CAMPUS
NEW HANOVER CO, N C
OCTOBER 2005
TABLE OF CONTENTS
1 0 PROJECT DESCRIPTION
20 SITE DESCRIPTION
30 ADJACENT PROPERTY
40 DRAINAGE CONSIDERATIONS
50 EROSION CONTROL CONSIDERATIONS
60 CONSTRUCTION SCHEDULE
70 VEGETATION PLAN
80 MAINTENANCE PLAN
APPENDIX
STORM WATER CALCULATIONS
7DEC
E'VFD
2 0 2005
BY
Wagoner Hall Renovations
October 2005
m
SEAL
PE 0239f7
�4 P
4
Al 4.e �4'�va °f
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1 Project Description The Wagoner Hall Renovations protect is primarily an
interior building modification but has the addition of a dining patio outside of the existing
building The site is located on the campus of UNCW on Walton Drive The land
disturbing activity associated with the protect will consist of clearing and grubbing of
vegetation, grading and installation of unit pavers, and the small collection system to an
underground infiltration trench
The protect area for the site is 0 40 acres, the disturbed area for this protect is 0 25
acres, and the total impervious proposed for the protect is 1900 square feet The protect
has been designed as a pocket of high density with an underground infiltration trench for
treatment of the stormwater
2 Site Description The protect site is in New Hanover County, NC, located on
the campus of UNCW and drains to an unnamed tributary of Bradley Creek
New Hanover County Soils Survey by USDA SCS has soil type listed as Baymeade with
permeability rates ranging from 1 to 8 0 inches per hour at depth 11-54 inches
New construction onsite will consist of a unit -paver patio and concrete sidewalks that will
drain to the underground infiltration trench
Land use in the vicinity is educational
3 Drainage Considerations The protect being a pocket of high density will
require treatment of the 1 inch runoff of built upon areas An infiltration trench is
designed to store 188 cubic feet of storm water runoff volume in 40 linear feet of 6"
corrugated plastic pipe
5 Erosion Control Considerations The following erosion control measures are
used on this protect
Temporary Gravel Construction Entrance/Exit
To prevent sediment from leaving the site, temporary gravel construction entrance
should be installed where Brookhaven Road enters the site For dimensions and
specifications, see construction details
2 Land Grading
The land will be graded to drain off in all directions from the building Fill on site
will be required to have elevation of finished floor above flood elevation
Roadways to be sloped to follow with natural grades
3 Silt Fence
Silt fence should be installed prior to clearing and grading activities Silt fence
should be checked routinely If needed, silt fence should be cleaned and replaced
if damaged See Construction Detail for dimensions and specifications
Wagoner Hall Renovations
October 2005

6 Construction Schedule
1 Obtain plan approval and other applicable permits
2 Hold pre -construction meeting at least one week prior to beginning construction
3 Install temporary construction entrance/exits
4 Before clearing and grading of the site, install silt fencing and clean and replace as
necessary
5 Begin clearing and grading of the site
6 Fill site as needed to accomplish finish grades
7 Install patio, drainage system, and infiltration trench
8 Seed and sod areas as required
9 All erosion and sediment control practices will be inspected bi-weekly and after each
rainfall event Needed repairs will be made immediately
7 Vegetation Plan
1 After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1 "-2" deep grooves perpendicular to the slope
2 Spread lime (agricultural limestone) evenly over the area at a rate of 1 5 tons/acre,
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
Sol]
3 Loosen surface prior to applying seed
4 Broadcast seed at recommended rates
5 Rake seed into the soil and lightly pack to establish good contact
6 Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool
7 Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer
8 Graded surfaces shall not be exposed without grass coverage for more than 15
days If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre
8 Maintenance Plan
1 Contractor shall maintain all sedimentation and erosion control devices during
construction
Wagoner Hall Renovations
October 2005

2 All devices shall be checked after each rain event and weekly Repairs shall be
made immediately when detected
3 Contractor shall complete the inspection reports required by the approved Storm
Water Permit and have logs available on site
4 Any deficiencies shall be brought to the immediate attention of the Engineer and
Owner
Seed Types and Application Rate 1 Schedule
Temporary Seeding
Grass Type
Amount/ 1000 SF
Time of Seeding
Initial
Rye Gram
1-2 Ibs
Nov —Jan
25 Ibs 10-10-10
Brown Top Mullet
1-2 Ibs
June— Aug25
Ibs 10-10-10
Permanent Seeding
Grass Type
Amount
Time of
Initial
Fertilization 1
Fertilization I
Fertilization 1
11000
Seeding
1000 sf
1000 sf
1000 sf
sf
Maintenance
maintenance
maintenance
Burmuda,
1-2 Ibs
Apr —
25 Ibs
March -April
Each 4-8
Aug -Sept
Common
June
10-10-10
12lbs
Weeks
12lbs
10-10-10
1-2 Ibs N
10-10-10
Fescue, Tall
5-7 Ibs
Sept —
25 Ibs
Feb -March
May & Dec
Sept -Oct
(Kentucky
Oct
10-10-10
12lbs
'/2 to 1 lb n
12lbs
31)
Feb —
10-10-10
10-10-10
Oct
Bermuda
March —
25 Ibs
March -April
Each 4-8
Aug -Sept
Sod
Apr
10-10-10
12lbs
Weeks
12lbs
10-10-10
1-2 Ibs N
10-10-10
END OF PLAN
Wagoner Hall Renovations
October 2005

GHT ANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel [phone] Fax [phone]
December 15, 2005
Mr Rob Gordon, PE
Environmental Engineer
NCDENR
127 Cardinal Dr Ext ,
Wilmington, NC 28405 Fax [phone]
Re UNCW
Wagoner Hall Renovations
Mr Gordon,
Per your comments we are enclosing revised design drawings, application, supplement, and
calculations for high density development on the above mentioned site
If you have any questions during your review, please feel free to call at 251-8544
Si y,
neLpp PE
Project Engineer
Right Angle Engineering
RECEIVED
DEC 2005
4

LJNCW/Jarrett Bay
Subject: UNCW/Jarrett Bay
From: Robert Gordon <Robert Gordon@ncmail net>
Date: Wed, 07 Dec 2005 16 49 06 -0500
To: shane lippard <raepcsl@be]]south ne/aagoner
Shane,
I found Vincents site visit for thHall pro3ect (he was out when I did the
review Monday) He had written dofrom elevation 38 0 (or SHWT -33 8) Your
drawings indicated a SHWT of 33 0 Not sure what implications this has on your
drawings, but please make the correction
Also, remember to email me the site plan and sketch so I can send to the folks in
Raleigh to discuss Directors Certification for the Jarrett Bay pro3ect Let me know
if you have any questions Thanks
Rob Gordon
Express Stormwater Permitting
[phone]
1 of 1 12/9/2005 4 44 PM

FAX COVER SHEET
Date: December 5, 2005 No. of Pages. 3
To: Shane Uppard, PE From- Robert Gordon
Express permitting section
Company: Right Angle Engineering FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number.SW8 051135
Project Name: UNCW — Wagoner Hall Renovation
MESSAGE:
Attached is the request for additional information for UNCW — Wagoner Hall
Renovation The original will be mailed to the applicant and a copy will also be
mailed to you Please give me a call if you have any questions Thank you

�oF WATF9Q Michael F Easley, Governor
p (� William G Ross, Jr, Secretary
7 North Carolina Department of Environment and Natural Resources
0 Alan W Klimek, P E Director
Division of Water Quality
December 5, 2005
Dr Ronald J Core
UNC Wilmington
601 South College Road
Wilmington, NC 28403
Subject Request for Additional Information
Stormwater Project No SW8 051135
UNCW -Wagoner Hall Renovation
New Hanover County
Dear Dr Core
The Wilmington Regional Office received a Stormwater Management Permit Application for
UNCW - Wagoner Hall Renovation on November 22, 2005 A preliminary review of that
information has determined that the application is not complete The following information is
needed to continue the stormwater revie
1 Please include Dr Core's titl n�the application
2 Please include a North arrovn -6n the drawings
3 Please define a protect area that includes all pro sed improvements There was a
value of 0 25 acres used in the calculations, 0 2-acre value was used on the
application (the same as th=in
a area) ease also dimension this project area
4 Please show any wetlands project area or add a note indicating that no
wetlands exist within the project area
5 Please include a bypass and a 30 ft v �ated filter for the bypass runoff Please also
include details for each of these
6 Please specify filter fabric around the infiltration trench (not just the pipe)
7 Please add the bottom and SH elevation to the cross-section of the infiltration trench
system
8 The storage elevation liste n the upplement appears to be incorrect
9 Please clarify where the 6"Ihr i f ration rate was from
Please note that this request for additional information is in response to a preliminary review
The requested information should be received by this Office prior to December 15, 2005, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Serncel 877.623 6748 One
Mmington Regional Office Mmington, NC 28405 3845 FAX [phone] Internet h2a enr state nc us North Carolina
An Equal Opportunrt /Affirmative Action Employer — 50% Recycled110% Post Consumer Paper JVataaally

UNCW -- Wagoner Hall Renovation
December 5, 2005
Stormwater Permit # SW8 051135
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
documents must be returned or new originals must be provided Copies are not acceptable If
you have any questions concerning this matter please feel free to call me at [phone]
Sincerely,
, I a�D -'�
Robert D Gordon
Environmental Engineer II
ENBIRDG SIWQSISTORMWATERIADDINFO120051051135Dec5
cc Shane Lippard, PE, Right Angle Engineering
Robert D Gordon

1 � ,
FILE MODE
440- MEMORY TX
P 1
COMMUNICATION RESULT REPORT ( DEC. 5 2005 2 52PM ) * * *
TTI NCDENR WIRO
OPTION - ADDRESS (GROUP) T PAGE
-------------------------------
--------------- ----
9-2512208 P 3/3
------- ---- ------
-
---------------------------------------------------------
__ _ ____
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY _
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET —IT, s1
Date; December 5, 2005 No, of Pages: 3
To: Shane Uppard, PE From: Robert Gordon 0-
Express permitting section
Company; Right Angie Engineering FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number:SWB 051135
Protect Name: UNCW —Wagoner Hall Renovation
MESSAGE:
Attached is the request for additional information for UNCW — Wagoner Mall
Renovation, The odglnal will be mailed to the applicant and a copy will also be
mailed to you. Please give me a call if you have any questions Thank you.

4 f'
INFILTRATION SITE VISIT REQUEST
Name of the Project ��rtk o"N -I�a.i I A. da-4~i o 5-
Location {attach a clear vicinity map} Il ba%vi _
Street address, SR number, community, etc
Directions from the nearest major intersection 344J� pr,n -3v--- CGk,(I Ls
Owner/Applicant Name N C. \J 3
Consultant Name
Consultant Contact Information
Phone fax email, etc
#1 #2 #3 #4 #5 #6 #7 #8
n ,
Existing ground elev @basin/trench= 38
SHWT elev = P it
SHWT plus 2' {max bottom elev }_
Date/Time of Soils Investigation
Summary/Comments // y'
S,> >I tG.k fb r c �
1 //2 S ; 3 6
rd s
0aA-
All proposed infiltration areas and existing, active utility Imes located within the proposed basin/trench
must be (narked and flagged If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided The soils investigation does not take the place of a soils report prepared by
an appropriate professional The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H 1000, and assumes no liability should the system fail

dvA sndAv3 M3Nn

26' _
® OfFI([ FW6 PREP MEf%3,VaCAI
Lf�j _ �I-'-
0 €
i E
E 2x2 CONC CB ki 420
WITH ALUM GRATE
TQP=39 0 -atf0 I 37 j I
INV =37 0 R10.0 I l
6" DBL WALL T� EXISTING DINING R00 � E
CPP 1 FFE = 42 0
PROPOSE CONCRETE PATIO 420 B M
REGRADE TO DRAIN J® 1500 SF — t
I �--AND SOD AREA INSIDE 335 87 i
THIS LINE TO PATIO ACCESSIBLE RAMP 1 _
110,0 r _
99 I
DRAINAGE AREA -� 5 4 0
}I6,7J
PROPOSED SIDEWAL
2x2 CONC C B
SQD WITH -I, ALUM GRATE
TOP=38 5 `--�--__ �- �
EXISTING SIDEWALK - - INV =36 5 — --
6" DBL WALL `' a
,,,.—SILT FENCE Cpp
.a
~` n
SAWCUT AND PATCH
AS NECESSARY
c
DRAIN TRENCH
PIPE INV TO INF TRENCH=3� O
400 �-1 SILT FENCE
r 1t
lk(= 4o' f

MGHT ANGLE QQ
ENGINEERING, PC 510 90,5/l 35
212 Pnncess Street - Wilmington, North Carolina 28401 - Tel [phone] • Fax [phone] - email raepcCaol com
TO
C'C�m r W ►
Ak-o
ATTENTION
LETTER OF TRANSMITTAL
DATE
PROJECT NO
RE
utic- 0 �Jt6'-0,
TRANSMITTAL. NO PAGE OF
WE ARE SENDING ❑ Originals ❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑ Other
QUANTITY DRAWING NO REV DESCRIPTION STATUS
rc 55
1
Issue Status Code A Preliminary B Fabrication Only C For Information
E Construction F For Review & Comments G For Approval
Action Status Code I Approved As Submitted 2 Make Corrections Noted 3 Other
4 Amend & Resubmit 5 Rejected - See Remarks
D Bid
H See Remarks
/, 4'
s
M�
1 1: 1
r .. 1
r
Signed ---V A

P 1
FILE MODE
761 MEMORY TX
* COMMUNICATION RESULT REPORT ( DEC 20 2005 5 00PM ) * * *
TTI NCDENR WIRO
OPTION — ADDRESS (GROUP) ��#��Stl PAGE
—------------------- —
--------------------- — 1
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
^
92512208
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Envlratu cnt and Natural Resources
Wibnmgton Regional Office
Michael 1~ Easley, Governor William G Ross Jr, Secretary
fY S
FAX COVER SHEET
Dote: No. O Pig CIO 2 e ver)
To:-40t K—
From:
CO; CO: NC NR
FAX #: FAX#; 910-350-2004
REMARKS :���0�.,,,ti:
121 Cardinal Ov ive Extmaien, VAlmington, N.C. 2840MM Telepbene [phone] Fax (010) 330-=4
An Equal Opporwi y Affirmud" Adfan Employer
P. 8/8

TINGLE
ENGINEERING, P C
212 Princess Street • Wilmington, North Carolina 28401 • Tel [phone] • Fax [phone] • email raepcOaol corn
To
46 6-and.
ATTENTION
WE ARE SENDING
LETTER OF TRANSMITTAL
DATE
0r
PROJECT NO
RE
TRANSMITTAL NO PAGE OF
❑ Originals ❑ Prints ❑ Shop Drawings
❑ Specifications ❑ Calculations ❑ Other
❑ Samples
QUANTITY DRAWING NO REV DESCRIPTION STATUS
I s►iG..h rw&.Va. Sej
Issue Status Code A Preliminary B Fabrication Only C For Information
E Construction F For Review & Comments G For Approval
Action Status Code I Approved As Submitted 2 Make Corrections Noted 3 Other
4 Amend & Resubmit 5 Rejected - See Remarks
Signed
D Bid
H See Remarks

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0 01 02 03 04 05mi
Map center is 34 22680N, 77.8735°W (WGS84/NAD83)
Wrightsville Beath quadrangle
Projection Is UTM Zone 18 !NAD83 Datum
n.�
M=-9 012
G=-1 616
http //www topozone com/print asp?z=18&n=3791038 8438764&e=235304 754222407&s=48 12/5/2005

NC DENR - DIVISON OF WATER QUALITY
0311 CAPE FEAR RIVER BASIN
Classification
Name of Stream Description Class Date Index No
Wrightsville Recreational
Area (including Lees Cut,
Motts Channel and portions
of Banks (Channel))
Lees Cut
Motts Channel
Banks Channel
Bradley Creek
Bradley Creek
Shinn Creek
In any waters within a
line beginning at a point on
the mainland along the
Intracoastal Waterway 1400
feet north of the U S
Hwy 74-76 bridge
extending directly across
the waterway to the northern
edge of Lees Cut, thence
along the northern edge of
Lees Cut to the end of the
Cut, crossing the Cut in a
northeasterly direction to a
point on Wrightsville
Beach 1900 feet northeast of
the U S Hwy 74 bridge,
thence along the western
shoreline of Wrightsville
Beach to a point 4000 feet
southwest of the U S Hwy
76 bridge, thence in a
northwesterly direction
across Banks Channel and mud
flats to a point on the
eastern side of the
Intracoastal Waterway across
from the southern edge of
Bradley Creek, thence
along the eastern side of
the waterway to a point 1750
feet northeast of Channel
Marker #128, thence directly
across the waterway in a
easterly direction to
Money Point and along the
western edge of the
Intracoastal Waterway in a
northeasterly direction to
the point of beginning
Entire Cut
Entire Channel
Entire channel south of
the Wrightsville
Recreational Area
From source to U S Hwys
17, 74 & 76 bridge
From U S Hwys 17, 74 &
76 bridge to Intracoastal
Waterway
From Masonboro Inlet to
Intracoastal Waterway
60
SB # 10/01/87 18-87-24
SB #
10/01/87
18-87-24-1
SB #
10/01/87
18-87-24-2
SA,HQW
10/01/87
18-87-24-3
SC,HQW #
08/01/90
18-87-24-4-(1)
SC #
10/01/87
18-87-24-4-(2)
SA,HQW
08/09/81
18-87-25
2B 0300

UNCW School of Nursing Regional Energy Plant (NKT #06179-1)
Subject UNCW School of Nursing Regional Energy Plant (NKT #06179-1)
From "Amy" <anorris@nkteng com>
Date Tue, 18 Mar 2008 09 10 07 -0400
To "'Janet Russell"' <Janet Russell@ncmail net>
CC "'Carol Miller"' <Carol Miller@ncmatl net>
Janet,
Attached is a PDF of the State Stormwater & Erosion Control Express Request package Please review and
contact us with an express review date and time for stormwater and erosion control
Thanks,
Amy
Amy S Norris for John S Tunstall, P E
Norris, Kuske & Tunstall Consulting Engineers, Inc
902 Market Street
Wilmington, NC 28401
910-343-9653(Phone)
910-343-9604 (Fax)
It is the professional opinion of Norris, Kuske & Tunstall Consulting Engineers, Inc that this electronic
information provides design information current as of the date of its release It shall be the responsibility of the
party receiving the data to examine it to see that it contains the necessary files and information requested In
transferring the files in electronic media format, Norris, Kuske & Tunstall makes no representations as to the
usability or readability of documents resulting from the use of software application packages, operating systems,
w computer hardware differing from those used by Norris, Kuske & Tunstall in the preparation of such data
State SW & EC Express Request Package for Janet Russell @ DENR - 03-18-08 pdf Content -Type application/pdf
Content -Encoding base64
�ECE' VED
MAR 1g2008
PROJ ,J DwQ
1 of 1 3/18/2008 9 20 AM

Re UNCW School of Nursing Regional Energy Plant (NKT #06179-1)
Subject- Re UNCW School of Nursing Regional Energy Plant (NKT #06179-1)
From: Carol Miller <Carol Miller@ncmatl net>
Date. Tue, 18 Mar 2008 10 20 40 -0400
To: Amy <anorris@nkteng com>
CC: 'Janet Russell' <Janet Russell@ncmatl net>
Amy,
all we would need would be a revised plan The turn around time would be so quick
for such a small proDect, I would think a express would not be necessary
Carol
Amy wrote
IJanet,
Attached is a PDF of the State Stormwater & Erosion Control Express Request
package Please review and contact us with an express review date and time for
stormwater and erosion control
Thanks,
Amy
Amy S Norris for John S Tunstall, P E
Norris, Kuske & Tunstall Consulting Engineers, Inc
902 Market Street
Wilmington, NC 28401
910-343-9653 (Phone)
910-343-9604 (Fax)
It is the professional opinion of Norris, Kuske & Tunstall Consulting Engineers,
Inc that this electronic information provides design information current as of
the date of its release It shall be the responsibility of the party receiving
the data to examine it to see that it contains the necessary files and
information requested In transferring the files in electronic media format,
Norris, Kuske & Tunstall makes no representations as to the usability or
readability of documents resulting from the use of software application
packages, operating systems, or computer hardware differing from those used by
Norris, Kuske & Tunstall in the preparation of such data
1 of 1 3/18/2008 11 05 AM

North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
NCDENR p
For DENR Use ONLY
Reviewer
Submit
Time
confirm
FiLL-IN all the information below and CHECK the Permlt(s) you are requesting for express review FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan PDF file and vicinit ma same items expected in the application packa e
of the project location include this form in the application package
• Asheville Region Alison Davidson 828 296 4698,ahson dav_idson(�ncmailnet
• Fayetteville or Raleigh Region -David Lee 919-791-4203, dav)d leetr�ncmail net E
• Mooresville & -Patrick Grogan 704-663 3772 or Patrick grogan(u.ncmai! not ���\U -�(�
• Washington Region Lyn Hardison 252-946-9215 or lyn hard)son(i�ncmail net
• Wilmington Region Janet Russell 910 350 2004 or Janet russellpncmail net i
NOTE Project application received after 12 noon will be stamped in the following work day
Protect Name UNCW SCHOOL OF NURSING REGIONAL ENERGY PLANT County NEW HANOVER
Applicant DR RONALD J CORE Company UNC-WILMINGTON
Address 601 SOUTH COLLEGE ROAD City WiLMINGTON, State NC Zip
Phone [phone] Fax [phone] Email NIA
Protect is Drains into SC waters Project Located in CAPE FEAR River Basin
Engineer/Consultant John S Tunstall P E Company Noms Kuske & Tunstall Engineers
Address 902 MARKET STREET City WILMINGTON, State NC Zip 28401
Phone [phone] Fax [phone] Email jtunstall(@nkteng com
(Check all that apply)
❑ Scopmg Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER
28403 E C E i V E n
V
MAR 18 2008
DWQ
PROJ #
❑ Stream Origin Determinatlon # of stream calls - Please aftach TOP0 map marking the areas in questions
® State Stormwater ® General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
® Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off --site (SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration ,_ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -Constructive Wetlands — # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 017 acres to be disturbed (CK # (for DENR use))
WETLANDS 9VES TIONS MUS r 8E ADDRESSED RE'LO W
® Wetlands (401) Check all that apply
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed ❑ Yes ® No
US ACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in Process wl US ACOE ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes ❑ No
Fee Split for multiple permits {Check#
Isolated wetland on Property ❑ Yes ® No
Buffer Impacts ❑ No ❑ YES acres}
Minor Variance ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required ❑Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance Mal, Min
$
SW ❑ HD, ip LD, ❑ Gen
$
401
1
$
LQS
$
Stream Deter,,—,,,_
$
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