SW8990923_Historical File_20100114

&=AWA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Janaury 14, 2010
Dr. Eric McKeithan, President
Cape Fear Community College
411 N. Front St.
Wilmington, NC 28401
Division of Water Quality
Coleen H. Sullins
Director
Subject: Approved Plan Revision
Cape Fear Community College - North Campus
Stormwater Project No. SW8 990923
New Hanover County
Dear Dr. McKeithan:
Dee Freeman
Secretary
On November 10, 2009, the Wilmington Regional Office received a plan revision for
Stormwater Management Permit Number SW8 990923. The revisions include the addition
of 14,766 sf of sidewalk to along the CFCC North Campus Loop Road. Runoff from 9,004
sf of sidewalk will drain to Pond #1 while the runoff from the remaining 5,762 sf of sidewalk
will drain to Pond #3. The future impervious areas allotted within the drainage areas of
Pond #1 and #3 have been reduced to 1,103,083 sf and 329,214 sf, respectively. It has
been determined that a formal permit modification is not required for the proposed changes.
We are forwarding you an approved copy of the revised plans for your files and an updated
page 3 of the permit. Please add the attached plans to the previously approved plan sheet.
Please replace page 3 of the permit approved on March 28, 2008 with the updated page.
Please be aware that all terms and conditions of the permit issued on March 28, 2008,
remain in full force and effect. Please also understand that the approval of this revision
to the approved plans for the subject State Stormwater Permit is done on a case -by -
case basis. Any other changes to this project must be approved through this Office prior
to construction. The issuance of this plan revision does not preclude the permittee from
complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call Georgette
Scott or me at [phone].
Sincerely,
C". %Qx�
Christine Nelson
Environmental Engineer
GDS\can: S:\WQS\STORMWATER\PERMIT\9909:.W3PR.jan10
cc: Denise Freund, WK Dickson
New Hanover County Building Inspections
Christine Nelson
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 NorthCarolina
Internet: www.ncwaterquality.org � �a'tura"�
An Equal Opportunity 1Affirmative Action Employer i

State Stormwater Management Systems
Permit No. SW8 990923 Plan Revision
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
a. Drainage Area, acres:
Onsite:
Offsite:
b. Impervious Surfaces, ft2:
Buildings ft2:
Street, ft2:
Parking, ft2:
Sidewalk, ft2:
Tennis Court, ft2:
Future Area, ft2:
c. Pond Depth, feet:
d. Permanent Pool Elev., FMSL:
e. PP Surface Area, ft2:
f. Storage Volume Provided, ft3:
g. Storage Elevation, FMSL:
h. Controlling Orifice Pipes:
i. Permanent Pool Volume, ft3:
j. Maximum Fountain HP:
k. Forebay Volume, ft3:
I. Receiving Stream:
m. Index Number:
n. Classification :
II. SCHEDULE OF COMPLIANCE
Pond 1
Pond 2
Pond 3
Pond 4
41.60
9.20
40.00
14.48
41.60
9.20
40.0
14.48
0
0
0
0
1,268,467
280,526
1,219,680
536,037
31,363
15,790
117,176
25,265
11,761
33,625
74,488
13,939
91,040
68,598
526,640
361,112
31,220
1,560
125,988
871
0
0
46,174
0
1,103,083
159,640
329,214
102,790
6.00
5.00
5.50
4.50
27.50
25.00
25.00
27.50
96,948
31,061
78,605
43,456
104,272
25,661
99,805
46,300
28.55
25.80
26.20
28.50
3 @3.0" T
1 @2.0" cp
2 @3.0" cp
3.0" cp
515,398
100,021
260,854
142,780
2
'/
1
%
105,041
20,404
59,461
29,250
Prince George Creek
(18-74-53)
1CCPF23
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 except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch
basins and piping.
g. Access to the outlet structure must be available at all times.
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.
Page 3 of 7

d
NCDEWR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
Janaury 14, 2010
Dr. Eric McKeithan, President
Cape Fear Community College
411 N. Front St..
Wilmington, NC 28401
Subject: Session Law 2009-406 — Permit Extension
Stormwater Permit IM' 990923
High Density — Cape Fear Community College - North Campus
New Hanover County
Dear Dr. McKeithan:
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of the General Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to 3 years from its current
expiration date.
Accordingly, Stormwater Permit # SW8 990923, which was set to expire on January 28,
2010, is now in effect until January 28, 2013. Please submit the renewal application and
fee at least 180 days prior to January 28, 2013, which would be August 28, 2012. A
copy of the Renewal Application can be obtained from the following website:
hftp://h2o.enr.state.nc.us/su/bmp_jorms.htm.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely,
eeorgette Scott
Stormwater Supervisor
Division of Water Quality
S:\WQS\STORMWATER\RENEWAL\SL2009-406\990923. jan 10
cc: Wilmington Regional Office
Angela Hammers
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 NorthCarolina
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer

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COORDINATION NOTES V. 4VIV 1rNPit_ I VFN J /ALL IiLGHIV /Aviu RCJ f VRG I V t`tCC-LViVJ IrSV(. IlL11V VVIVUI 11ViVJ tAIN i i1iCGriJ VV i'muL. 1RG 1-r%vvGt� i LIm1 IJ IrIH 1 mr% l 6tnmr%vr_v UVL
COORDINATION i 1V NOTES 1 C J own TO THE FAILURE OF THE EROSION CONTROL MEASURES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
10. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY NCDENR.
2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY AND THE STATE OF NORTH CAROLINA.
11. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL. BY NCDENR.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. MAINTENANCE PLAN -
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S)
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
GENERAL. NOTES
5 o _ 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY
1. EXISTING CONDITIONS WERE TAKEN FROM SURVEY COMPLETED BY WKDICKSON & CO., INC. TITLED "LOOP ROAD TOPO NORTH CAMPUS CAPE FEAR SEDIMENT THAT IS TRACKED INTO THE STREET` WILL BE IMMEDIATELY REMOVED.
r. a
COMMUNITY COLLEGE,"- DATED MARCH 1, 2007. _-
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
2. HORIZONTAL DATUM IS NAD83. VERTICAL DATUM IS NGVD29. -144 / 11 , MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
EXISTING !
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS 4r�fM ; PARKING a
FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. .31.
IT/ N <.o'' LOT END S ILI AEON NOTES
�� SIDEWALK
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR 4, `-s� 1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, ���~` EXISTING ANY OTHER UNSTABILIZED AREAS.
SHALL PROVIDE, ERECT AND MAINTAIN�TRUCK
SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS ,I .',' DRIVER
THOSE ENGAGED IN THE CO
NSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF CONSTRUCTION AND / ��o
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT. EXISTING C`> , TRAINING SITE NOTES
APPLIED
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORCER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE TECHNOLOGIES o
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE. BUILDING a MATCH 1. ALL -HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCAL CODES.
A ti `� LINE C
EXISTING _ CONSTRUCTION. GENERAL
,. .. 2. ANY DISCREPANCY. IN THIS PLAN AND ACTUAL FIELD' CONDITIONS SHALL 8E REPORTED TO THE OWNER PRIOR TO START OF
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. BEGIN
COSMETOLOGY �.: a SIDEWALK
C7 �� CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING
SIDEW L�
BUILDING-
Ti CONSTRUCTION.
DEMOLITION NOTES EXISNG a MATCH F---� ,
McKElTHAN LINE A qoy 3. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R:O.W: S `PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAN OR RELOCATE EXISTING UTILITY SERVICE CONNECTIONS WHEN NECESSARY. CENTER EXISTING AREAS.
SAFETY % 4. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY
2. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO - EXISTING TRAINING PROTECTED FROM DAMAGE.
PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALI. BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. PARKING
CENTER .
LOT
5. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
3. ELECTRIC, TELEPHONE, .SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE ' � _
CONSTRUCTION PROCESS BY THE CONTRACTOR. �� - '� LINEMATCB ' J 6. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
4. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS
BEFORE DEMOLITION IS BEGUN. AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A LOCATION MAP 7. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
d CONSTRUCTION.
PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER. SCALE
5. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT IPITENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED 1 "= 500' 8. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES
DURING DEMOLITION.
0 9. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR
SHEET INDEX DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION` SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. ANY
6. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE. SHEET N0. TITLE MISSING OR BROKEN SIDEWALK PANELS OR CURBING WILL BE REPLACED. IN ACCORDANCE WITH THE SPECIFICATIONS.
�-
7. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FPOM AVAILABLE RECORDS, BUT THE CONTRACTOR MUST DETERMINE THE EXACT
° F THE UTILITIES BY DIGGING TEST PITS 3Y HAND. C1 COVER AND GENERAL NOTES 10.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
LOCATION AND ELEVATIONS 0 REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE
LAYOUT, GRADING, AND EROSION
o C2
Q CONTROL PLAN PERMISSION OF THE OWNER.
J
EROSION AND SEDIMENT CONTROL NOTES C2A DRAINAGE AREAS 11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES.
Q ,
C3 TYPICAL SECTION AND DETAIL SHEET
W CONSTRUCTION SEQUENCE 12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED.
Q
t 13. AND THE ENGINEER OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED NTH THE PROJECT AS SET FORTH IN
1. CONTRACTOR TO NOTIFY NCDENR PRIOR TO BEGINNING CONSTRUCTION AND HAVE A PRECONSTRUCTION MEETING ON SITE BEFORE WORK BEGINS. /
(910-796-7215) THESE PLANS.
CONTB.GT "CAROLINA ONE CALL" AT 1-800--632-4949
i NSTRUCTION ACTIVITY TREE PROTECTION FENCING WILL .BE INSTALLED AROUND PROTECTED TREES OR GROVES 14. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN. AREAS OPEN TO PUBLIC MEET MUTCD (MANUAL ON
0 2. PRIOR TO ANY CLEARING, GRADING OR CO ,A""F[Y
z OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, `MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. PRIOR TO DIGGING CONTACT THESE UTILITIES: UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS. 1/H AWo
- NORTH CAROLINA ENVIRONMENTAL at)
In,
3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. CAPE FEAR PUBLIC NEW HANOVER COUNTYMANAGEMENT COMMISSION
UTILITY AUTHORITY (INSPECTIONS) UTILITY NOTESDIVISION OF WATER QUALITY
N 4. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S). (WATER/SEWER) PH: 1-910-798-7175
PH: 1-910-332-6565 1. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE --CALL CENTER AT 1 (800) 632--4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES
a 5. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. CONTRACTOR TO LIMIT BELLSOUTH OR AT&T BEFORE DIGGING.
i DISTURBED AREA TO AMOUNT OF DISTURBANCE REQUIRED TO CONSTRUCT 1,200 LINEAR FOOT OF SIDEWALK AT ANY ONE TIME. PROGRESS ENERGY ATTN: STEVE DAYVAULT
1-800-452-2777 PH: 1-910-341-0741 2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS AND HAVE BEEN TAKEN FROM AVAILABLE
o ON CTION PROGRESSES A7 THE END OF EACH DAY, EROSION CONTROL RECORDS. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING, AND
6. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, Aa C STRU PIEDMONT NATURAL GAS. TIME WARNER CABLE BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO
DEVICES MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO TIDE CURRENT END OF DISTURBED AREA.
m PH: 1-800-752-7504 PH: 1-910-763--4638 ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. IF A CONFLICT IS DISCOVERED, NOTIFY W.K. DICKSON & CO., INC. (910--762--4200}. PRIOR TO
N 7. IMMEDIATELY UPON COMPLETION OF WORK, ALL DI STUBBED AREAS AFE TO BE LEVELED OUT SEEDED AND MULCHED. DISTURBED AREAS ARE NOT TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR
� LAY EXPOSED LONGER
THAN 15 DAYS. CONTRACTOR TO SEED AND MULCH DISTURBED AREA FROM EACH SECTION OF 1,200 LINEAR FOOT OF SIDEWALK EMERGENCY DIAL 911 POLICE - FIRE - RESCUE ORDERING ANY PRECAST STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING
PRIOR TO DISTURBING ADDITIONAL AREA. UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY -SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC..
w 8. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION
CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY NC)ENR. 3. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED CONSTRUCTION AT LEAST TWO
WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
FINAL DRAWING n NOT RELEASED FOR CONSTRUCTION
PROJECT MANAGER
DRAWING SCALE
909 MARKET STREET
RELEASED FOR
DLF
1"=40'
WILMINGTON, NC 28401
APPROVALS
DRAWN BY
PROJECT DATE
[phone]
VAR
APPROVED BY
NOV. 2009
PROJECT NUMBER
BIDDING
Office Locations:
DLF
FILE NAME
200901950OWL
PLOT DATE
community infrastructure consultants
North Carolina Georgia
CONSTRUCTION
11/4/2009
South Carolina Florida
RECORD DWG.
{ GAR
DATE
S AL
028597
COLLEGECAPE FEAR COMMUNITY
GRADINGNORTH CAMPUS
DRAINAGE
NORTHPHASE 11
4111 O.
COVER AND
NOV I f 2009'

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LIMIT OF r>
PROPOSED INLIETDISTURBANCE
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PROTECTION (43,560 SF 0.92 AC
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MATCH LINE A CONSTRUCTION MULCH PLANTING AREA.)
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PROPOSED CONTOUR
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LOD
LIMIT OF DISTURBANCE
32.50
EXISTING SPOT ELEVATION
x/
PROPOSED SPOT ELEVATION
NOTE
1. ALL AREAS WITHIN THE LIMIT OF DISTURBANCE SHALL BE
SEEDED PER PERMANENT AND TEMPORARY SEEDING
SCHEDULE.
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LIMIT OF -_ --• RELOCATE EXISTING
DISTURBANCE - -_ - — ==__� �� = :; l
_ SIGN BASED ON ---� Y--
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- PROTECTION (TYP.)
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PROPOSED INLET
PROTECTION (TYP.)
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PROPOSED 5 .. /id
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PRWECT MANAGER
DRANING SCALE
909 MARKET STREET
RELEASED FOR I
DLF
WILMINGTON, NC 28401
APPROVALS
DRAWN BY
Ro c�'DATE
PROJECT'
[phone]
VAR
NOV. 2009
BIDDING
PROJECT NUMBER
APPROVED BY
office Locations:
DLF
200901950OWL
DATE
community Infrastructure consultants
North Carolina Georgia
CONSTRUCTION
FILE NAME
PLOT
11/4/2009
South Carolina Florida
RECORD DWG.
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02 597
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NORTHCAPE FEAR COMMUNITY COLLEGE
NORTH CAMPUS
GRADING AND DRAINAGE IMPROVEMENTS
PHASEII
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GENERAL NOTES:
A GROOVE JOINT 1 DEEP WITH 1 /8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 6' INTERVALS. ONE 1 /2" EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2" EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER
AND ANY RIGID STRUCTURES.
IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30' INTERVALS
CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
1 /8"
GROVE JOINT (5' MAX. O.C.)
1 /8" RADIUS
4 a a 4 d' 3600 P.S.I. CONCRETE
d Q.
v. ad' �. 'p e o
c� d
\\/\\�\\\\\�\\�\\\\�\\/\\� COMPACTED SUBGRADE
F YPAMC1f1M ArANT
10'
5\ EXISTING 24 EXISTING_ ROADWAY
I' INTERVALS(TYP) qk"/FT CURB AND GUTTER
MP
3.1 CONCRETE SIDEWALK
TYPICAL_ SECTION
NOT TO SCALE
TEMPORARY SEEDING --- LATE WINTER/EARLY SPRING PERMANENT SEEDING SCHEDULE —MIXTURE 5CP
SEEDING MIXTURE -- WINTER AND EARLY SPRING SEEDING MIXTURE
SPECIES BATE (LBZ CREi SPECIES RATE .(L.B,LACRE)
RYE (GRAIN) 120 CENTIPEDE GRASS 10--20
ANNUAL LESPEDEZA 50
(KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) SEEDING DATES
MARCH — JUNE
UUNUNL IL SIULWALK UL RIL �� `� " ____ OMIT ANNUAL LESPEDEZA WHEN -DURATION OF TEMPORARY COVER IS NOT
rr _ I SOIL AMENDMENTS
TO EXTEND BEYOND JUKE. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
SUMMER 300LB/ACRE 10-10--10 FERTILIZER.
0 1,,,, PLAN VIEW SPECIES RATE (LBZACRE)
GERMAN MILLET 40 MULCH
%--- DO NOT MULCH.
GROOVE JOINT (5' MAX. O.C.}
1i8" RADIUS. FALL MAINTENANCE
3600 P.S.I. CONCRETE SPECIES �C (A
I I I I 1 1 /2" FIBER EXPANSION RYE (GRAIN) 120 FERTILIZE VERY SPARINGLY•-20 LB/ACRE NITROGEN IN SPRING WITH NO
a s 4 1 /2ff CANNOT R
JOINT WITH SEALANT PHOSPHORUS. CENTIPEDE GRASS C NO TOLERATE HIGH PH 0 EXCESS
a _ • d d , , a FERTILIZER.
a.. 4 .: 4 ff SEEDING DATES
M a d a d Q' . 4 COASTAL PLAIN:
4 a 4
LATE WINTER AND EARLY 4" CONCRETE WALK SUMMER: SPRING: APRIL 115--AUGUST5
/ RING R 1 1
FALL: AUGUST 15 — DECEMBER 30
/\ SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
DRAINAGE FILL OR GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10'-10
UNDISTURBED SOIL
COMPACTED SUBGRADE SEE SOILS REPORT FERTILIZER.
NOTE: MULCH
SIDEWALK ADJACENT TO GRASSED iREAS AND PLANTERS PROVIDE CONSTRUCTION JOINTS AT 30' O.C. MAX. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY NETTING, ROVING, OR
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
p i ,�l ! THAN 400 S.F. AND AT CURVES, 'TANGENTS, AND NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
C C!\ E TE 510 E Y Y A 1. CORNERS (UNLESS NOTED OTHERWISE).
EXPANSION JOINT MAINTENANCE
NOT TO SCALE — REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,
N.T.S. AND "MULCH 'IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
A 1 2" EXPANSION JOINT DEYYATERIN CONCRETE BLOCK
1/2" EXPANSION JOINT / 2' DETECTABLE �_____--
WARNING DOMES Iz
------07
QUO _
12:1 j r ` ; SII7WALK 1 /4" PER 1' VAR STANDARD 2' CURB AND
� Y o
SIDEWALK t ' , s MAX yflh SIDEWALK ; " " GUTTER WITH 1 i/4" R` ....-----
O 4 v.
3 �
MIN. f� �6
r h� 12:1 MAX "
DETECTABLE
VAR.
RAMP 1/2 EXPANSION JOINT 1-6
0
BACK OF WARNING
6'
6'
GRASS
B
o
Q
CURB DOMES
MIN.
MIN.
STRIP
SECTION A —A
`—� qO o0 o q �q Q
SSED
CURB
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2'
VERTICAL BREAK -----'FACE
IN CURB
OF CURB
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GUTTER
10' MIN.
SLOPE NOT TO
EXCEED 12:1
oq4 Q�P
--------
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PED-X—ING
LA
ON RAMP AND
FLARED SIDES
15'-4"-----�--
6
�--2:1 SLOPE,GRAVEL FILTER
__!__
BACK OF SIDEWALK
6 VA 3 '- -p
VA R SLOPES NOTT TO EXCEED 12:1
TOP OF CURB
TEMPORARY SEDIMENT WIRE SCREEN DEWATERING
a
PLAN VIEW
POOL
-
12•
"■
n
GUTTER LINE
1' MIN
DEPRESSED CURB
LIMITS OF WHEELCHAIR RAMP
2' MAX
16"
SECTION B—B
STREET OR DRIVEWAY WITHDROP
NO SIDEWALK
'
SEDIMENT ��t`%�
: =
WITHGRATE
E
{
CONSTRUCTION SPECIFICATIONS
{ ♦
l
, ; I �
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i t
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW
TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2" BELOW
14
THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE
RAMP DOWN SIDEWALK
—\
EDGE OF THE STORM DRAIN .FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN
NO SIDE FLARES NEEDED
OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY
PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
RAMP
MIN WIDTH 40"
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS
SPECIAL SITUATIONS FOR WHEELCHAIR RAMPS
OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE.
D.O.T #57 WASHED STONE IS RECOMMENDED.
GUIDELINES
FOR
WHEELCHAIR
RAMPS
DROP INLET PROTECTION
NOT
TO SCALE
NOT TO SCALE
10I.- REVISIONS,
CA&
PROJECT MANAGER
DRAYWNG SCALE
909 MARKET STREET
RELEASED FOR
DLF
NOT TO SCALE
WILMINGTON, NC 28401
APPROVALS
`
DRAW BY
PROJECT DAZE
EMN0p__1q vw
[phone]
RL
VAR
APPROVED BY
NOV. 2009
PROJECT NUMBER
BIDDING
02 cJ97
Office Locations:
DLF
200901950OWL
CONSTRUCTION
,
RLE NAME
PLOT DATE
community infrastructure consultants
North Carolina Georgia
.F�� ,
^!r►rs`�'
11/4/2009
South Carolina Florida
RECORD DWG.
'��1 J`��'�^
/
CONSTRUCTION EN TR AN CEZEXI T
SD 13 -- O 3
NOT TO SCALE
FINAL DRAWING s NOT RELEASED FOR CONSTRUCTION
NORTHCAPE FEAR COMMUNITY COLLEGE
CAMPUS
GRADING! DRAINAGE!
FRONTPHASE 11
411 NORTH { c •CAROLINA

Nelsons Christine
From: Denise Freund [[e-mail]]
Sent: Wednesday, January 13, 2010 4:31 PM
To: Nelson, Christine
Subject: RE: CFCC
Christine — The sidewalk detail is incorrect and I have already revised it in the CADD drawing. The proposed sidewalk is
5 feet wide at all locations on the project.
Let me know if you need anything else.
Thank you.
Denise Freund, PE
Project Manager
W.K. Dickson & Co., Inc.
909 Market Street
Wilmington, NC 28401
910-762-4200 x232
Fax [phone]
www.wkdickson.com
From: Nelson, Christine [mailto:christine.neison c ncdenr.govl
Sent: Wednesday, January 13, 2010 4:23 PM
To: Denise Freund
Subject: CFCC
Denise,
Did you happen to check the sidewalk detail on C3? The detail shows the width of the sidewalk as being 6'.
Thanks,
Christine
Christine Nelson
Environmental Engineer
NC DWQ - Stormwater Program
Wilmington Regional Office
9i0-796-7323
E-mail correspondence to and from this address may be subject to the North
Carolina Public Records Law and may be disclosed to third parties.

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STATE OF NORTH CAROLING►
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD ` /�
SECTION SWP DATE/TIME // r `(—
NAME / REPRESENTING tl,11X J7 L 7�
Guideline fo�Aaccers�Afh_�estaff of the Regional Office is.dedicated to making public records in our
custody readily available to the public for review and copying. We also have the responsibility to the public
to safeguard these records and to carry out our day -today program obligations. Please read carefully the
following before signing the form.
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3:00 P.m. Viewing time ends at 4:45
p.m. Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
2. You must specify files you want to review by facility name or incident number, as
appropriate. The number of files that you may review at one appointment will be limited to
five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
There is no charge for 25 or less copies., cost per copy after the initial 25 is 2.6 per copy.
Payment is to be made by check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not be taken from the office.
No briefcases, large totes, etc. are permitted in the file review area To remove, alter,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files.
FACILITY NAME
2.
3.
4.
5.
a,V1 Matq LA q t1 m o
ignature/Name of Firm or Business Date
lease attach business card to form if available)
## Copes: 15 Amt. Pd: 0
COUNTY
oo Z��S
Time In Time Out

STORMWATER NARRATIVE
Cape Fear Community College Loop Road Sidewalk
Wilmington, NC
November 2009
:mot '�`
J ILL
028597
PmemlVED
NOV t 0 2009
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
[phone]

Cape Fear Community College is building a sidewalk along the Cape Fear
Community College North Campus Loop Road in New Hanover County. The
project site is located on the main loop road for the campus beginning behind the
McKeithan Center and ending at an existing parking lot on the north side of the
loop road. The project area is approximately 1.0 acres. The site drains to an
unnamed.tributary to Prince George Creek, Index No. CPF23 (18-74-53), in the
Cape Fear River Basin. The stream classification is C; Sw. A modification to the'>°��`�
existing stormwater permit for the site, NCDENR Permit No. SW8 990923, is
requested for the project. 15�-5��
The existing site consists of fairly level open space. There are no wetlands on or
near the project area. In its existing condition, stormwater runoff from the project +rg/off
area drains by sheet flow to existing NCDENR permitted Stormwater Pond #1 and
Stormwater Pond #3. There is no offsite runoff being conveyed through the site.
In the proposed condition, all runoff from the new impervious surfaces in the
project area will be directed to either existing permitted Stormwater Pond #1 or
Stormwater Pond #3 via the existing stormwater drainage system. Stormwater Pond
#1 will receive 9,004 SF of new impervious surface and Stormwater Pond #3 will
received 5,762 SF of new impervious surface.
Stormwater Pond #1 is currently permitted for 41.60 acres of drainage area and
1,268,467 SF of impervious surface. Of the 1,268,467 SF of impervious surface
permitted, 156,380 SF of impervious surface has been constructed under previous
permit modifications, with the remaining 1,112,087 SF of impervious surface
allocated for future built upon area. This permit modification will increase the
amount of constructed impervious surface for Stormwater Pond #1 to 165,384 SF
with the remaining 1,103,083 SF allocated for future built upon area.
Stormwater Pond #3 is currently permitted for 40.00 acres of drainage area and
1,219,680 SF of impervious surface. Of the 1,219,680 SF of impervious surface
permitted, 884,704 SF of impervious surface has been constructed under previous
permit modifications, with the remaining 334,976 SF of impervious surface
allocated for future built upon area. This permit modification will increase the
amount of constructed impervious surface for Stormwater Pond #3 to 890,466 SF
with the remaining 329,214 SF allocated for future built upon area.
The amount of built upon area requested in the permit modification for Stormwater
Pond #1 and Stormwater Pond #3 is in accordance with the permitted built upon
area for the ponds.

Summary of Modifications to Impervious Areas
for Stormwater Permit Modification to Pond #1 and Pond #3
CFCC N. Campus Loop Road Sidewalk
DWQ Project No. SW8 990923
WKD Project No. 20090195.00.WL
11/2/2009
Stormwater Pond #1 Stormwater Pond #3
Existinj I Permit
Description
Area SF
Buildings
31,363
Street
11,761
Parking
91,040
Sidewalk
22,216
Other
0
Future
1,112,087
Total
1,268,467
Current Permit Modification
Description
Area SF
Buildings
31,363
Street
11,761
Parking
91,040
Sidewalk
31,220
Other
0
Future
1,103.083
Total
1,268,467
Existing Permit
Description
Area SF
Buildings
117,176
Street
74,488
Parking
526,640
Sidewalk
120,226
Other
46,174
Future
334,976
Total
1,219,680
Current Permit Modification
Descri tion
Area SF
Buildings
117,176
Street
74,488
Parking
526,640
Sidewalk
125,988
Other
46,174
Future
329,214
Total
1,219,680

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
x Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
CFCC North Campus Loop Road Sidewalk
2. Location of Project (street address):
4500 Blue Clay Road
City:Wilmington County:New Hanover Zip:28429
3. Directions to project (from nearest major intersection):
+/- 2,600 LF northeast of the intersection of NC 132 and Blue Clay Road (SR 1318)
4. Latitude:34° 19' 22" N Longitude:770 52' 48" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 990923 , its issue date (if known)lanuary 28,2000 , and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. H this application is being submitted as the result of a previously returned application or a letter from DWO
requesting a state stormEvater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 0.92 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
NOV 10 2009
Form SWU-101 Version 07July2009 Page 1 of 6 B'Y -

`' 1II. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Cape Fear Community College
Signing Official & 'Title:Dr. Eric McKeithan, President
b. Contact information for person listed in item 1a above:
Street Address:411 N. Front Street
City: Wilmington State:NC Zip:28401
Mailing Address (if applicable):411 N. Front Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 362-7555 Fax: (910 ) 362-7046
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organiza
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Cape Fear Community College
Signing Official & Title:Mr. Carl Brown, Vice President of Institutional Services
b. Contact information for person listed in item 3a above:
Mailing Address:411 N. Front Street
City:Wilmington State:NC Zip:28401
Form SWU-101 Version 07July2009 Page 2 of 7

Phone: (910 ) 362-7004 Fax: (910 ) 763-2279
Email:cbrown®cfcc.edu
4. Local jurisdiction for building permits: New Hanover County
Point of Contact:Linda Painter
IV. PROJECT INFORMATION
Phone #: (910 ) 798-7348
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from proposed impervious surface will be conveyed through the existing stormwater drainage system
to existing permitted wet detention basins, Stormwater Pond #1 and Stormwater Pond #3 which were
designed to achieve a 90% TSS removal.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
® Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 1 acres
5. Total Coastal Wetlands Area: 0 _acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:1.0 acres
+ TotaI project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHI) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 36 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information .for each area
provided in the same format as below.
Form SWU-101 Version 07July2009 Page 3 of 7

Basin Informatkm
Drairtaw Area I
Drainage Area
llr ' Area IS
Area
Receiving Stream Name
Unnamed
Tributary to
Prince
George
Creek
Unnamed
Tributary to
Prince
George
Creek.
Unnamed
Tributary to
Prince
George
Creek
Unnamed
Tributary to
Prince
George
Creek
Stream Class *
C Sw
C Sw
C Sw
C Sw
Stream Index Number *
CPF23 (18-74-53)
CPF23 (18-74-53)
CPF23 (18-74-53)
CPF23 (18-74-53)
Total Drainage Area (sf)
1,812,096
400,752
1,742,400
630,749
On -site Drainage Area (sf)
1,812,096
400,752
1,742,400
630,749
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area" s
1,268,467
280,526
1,219,680 1
536,037
% Impervious Area** total
70
70
70 1
85
Impervione* Surface Area
Draina Area
Drahiage Area 2
1 Drainage Area 3
Area
On -site Buildings/Lots (sf)
31,363
15,790
117,176 _
--Drainage
251265
On -site Streets (sf)
11,761
33,625
74,488
13,939
On -site Parking (sf)
91,040
68,598
526,640
361,112
On -site Sidewalks (sf)
31,220
1,560
125,988
871
Other on -site (sf)
0
0
46,174
0
Future (sf)
1,103,083
159,640
329,214
102,790
Off -site (si. j
0
"u
0
0
Existing BUA*** (so
0
0
0
1 0
Total (sf):
1,268,467
280,526 1
1,219,680 1
536,037
Stream Class and Index Number can be determined at: http //h2o.enr.state.nc.us/bims/reports/reportsWB.html
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BLIA that will remain after development. Do not report any existing BLIA that
is to be removed and which will be replaced by new B LiA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central ice staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttp://h2o.enr.state.nc,is/su/bmp forr".s.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. ('The appropriate office may be found by locating
project on the interactive online map athft://h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from hn://h2o.enr.state.nc.us/su/bml2 /h2o.enr.state.nc.us/su/bmn forms.htm.
1. Original and one copy of the Stormwater Management Permit Application Form.
Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
Original of the applicable Supplement Form(s) (sealed, signed and dated and O&M
agreement(s) for each BMP.
Initials
_IVA
NA
Form SVIU-101 Version 07July2009 Page 4 of 7

4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to`—
http://www.envhelp.org/ages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor_
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations. AI A
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify AM
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2458 Page No: 0273 & 0277
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC AV A
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hgp://www.secretaa.state.nc.us/Corporations/CSearch.asRx
Form SWU-101 Version 07July2009 Page 5 of 7

VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
ht!p://h2o.enr.state.nc.us/su/bml2 forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Denise Freund, PE
Consulting Firm: WK Dickson & Co., Inc.
Mailing Address:909 Market Street
City:Wilmington State:NC Zip:28401
Phone: (910 ) 7624200 Fax: [phone]
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
(print or type name of person listed in Contact Information,
own the property identified in
listed in Contact Information, itei
Contact Information, item 1b)
certify that I
this permit application, and thus give permission to (print or type name of person
n 1a) with (print or type name of organization listed in
to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
item 2a)
Form SWU-101 Version 07July2009 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date:
a Notary Public for the State of . County of
do hereby certify that
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 2) Dr. Eric McKeithan
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormzlr
rules er 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
P
Signature: Date: //A/9
a Notary Public for the State of iooCoxa nctcounty of
fl-j2.u.-D Elc nco v er2, do hereby certify that R ; c, i--C\C-f-At�A+Nc-x> personally appeared
before me this (&"'?ay of r),o v ember- Q and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
Michelle Lee
Notary Public
SEAL New Hanover County
North Carolina
kAY Commission Expires5/11/2013
My commission expires ---=5 \ k � � S-CD '
Form SWU-101 Version 077uly2009 Page 7 of 7

DVVn% rA1it
2458 0273
qt
NOTE: WE PREPARED THE DEED IN THIS TRANSACTION BUT NO
EXAMINATION OF TITLE IS MADE AND NO OPINION ON TITLE TO THE PROPERTY IS
EXPRESSED.
Prepared by. MURCHISON, TAYLOR, KENDRIM & GIBSON, L.L.P.
16 North Irntth Avenue, Wilmington, NC 28401
aaN aMaa Ca!r aC io/2i/s9
is
PARCEL NO. 6 4 — =goo $2914. 00
M t seen EmI
� Exdse Tax
NORTH CAROLINA
MEARRAM DEED
NEW HANOVER COUNTY
is C-1U1.69 TIES DEED, made and entered into thids$ ay of &7yarC . 1999, by and
between Landmark Developers, Inc., and landmark Land & Timber, Inc., both North Carolina
corporations with their principal offices in Wilmington, New Hanover County, North Carolina, herein
called GRANTOR[, and THE TRUSTEES OF CAPE FEAR COMMUNITY COLLEGE, a body
politic, whose mailing address is !11 A000 ReopiT 2E7"-rq,- M1,At'N47Vn1
,Mae.ro Caacxrrag 2111 1 — 322 3 hereiq whether
one or more, called GRANTEE;
FIAT A"'ll
The GRANTOR, for and in consideration of the sum of Ten dollars ($10.00) and other
valuable considerations to it in hand paid by the GRANTEE, the receipt whereof is hereby
acknowledged, has bargained and sold, and by these presents does hereby bargain, sell and convey unto
GRANTEE, its successors and assigns forever, all that certain real property located in New Hanover
County, North Carolina, described in Exhibit A attached hereto and inoorporated herein.
TO HAVE AND TO HOLD the above granted and described property, together with
all and singular, the rights, privileges, easements, tenements and appurtenances therewito belonging, or
in anywise appertaining unto the said GRANTEE, its successors and assigns, in tee simple, forever_
And the GRANTOR, for itselZ its successors and awigns, does covenant to and with
the said GRANTEE, its successors and assigns, that it is seized in fee of the above granted and
described property; that it has good right to sell and convey the same in fee simple; that the title is
marketable and free and clear from all encumbrances except those mentioned in Exhibit A; and that
except for the exceptions stated in Exhibit A it will and its successors and assigns shall warrant and
defend the title to the same against the lawful claims and demands of any and all persons whomsoever.
IN TESTIMONY WHEREOF, the said GRANTOR has caused this instrument to be
executed the dap and year first above written.
LANDMARK DEVELOPERS, INC_
(CORPORATE SEAL) By
vice Press nt
A'17FST
Scuctary
545482
RZ
CORPOFMTE
Ste,
M.C.
=- TURNED TO
J,5rntthI A .
I:ZBCM
N . , A '�IJI.N
BY•______--

dijlii..iiii6 BOOK PACE
s� v p rr � 2458 0274
-Q� EAL,
S A� LANDMARK LAND & TMER, INC.
• . � N.C.
(CORPORA•fE�f ;I...' By: �f
ATTEST;
C�X� /I 4c��-
Ws secretary
NORTH CAROLINA
NEW HANOVER COUNTY
' 98 OCT 28 PR 1 48
Rr':ORDED h VERIFIED
IAARY SUE DOTS
R--S!STER OF DEEDS
J.'; ',. !E ,;10'1ER CO. NC
[, ?&- , a Notary Public of the State and County aforesaid,
certify that-} srn& il_ u4j%,�— personally came before me this day and acknowledged
that#w is Asg-, secretary of Landmark Developers, Inc., a North Carolina
corporation and that by authority duly given and as the act of the corporation, the foregoing instrument
was signed in its name by its v t u president, sealed with its corporate seal, and
attested by himselfas its 4%909r. secretary.
WITNESS my hand and official seal this 28"�'day of _ 0 .m6N 1998.
PO
qj
My (commission expires: s 4oTARY
Na✓. fi . %� Ptsl1C
NORTH CAROLINA
NEW HANOVER COUNTY
I, S. , a Notary Public of the State and County, aforesaid,
certify that' }� n.-%&e 41. personally came before me this day and acknowledged
that
he is _ secretary of Landmark Land & Timber, Inc., a North Carolina
corporation and that by authority duly }riven and as the act of the corporation, the foregoing instrument
was signed in its name by its V l q& president, scaled with its corporate seal, and
attcstcd 1w himself as itc nr---il secretary.
WITNESS my hand and official seal this ma"
day of L?k}_w, 1998.
pn- _.
otary Public
% mmnvussrun expires �e V. .
i
NOTA }
Z_i PUBUC j2

BOOK PAGE
e
2458 0276
EU=
Being a parcel or but of land, located in Cape Fear Townd* New Hanover County, state of
North Casohlwa being bounded on the weft by Pampk}n Croek Acres Subdivision (Map Book 7
Page 67), bo'+ W On the northwest by BhM CLf RoW (SAL :313), bouWW un the north by
Baran Subdivision (Map Book 28, Page 197), bounded on the cast by a portion of the Landmark
Developers, Inc. Tract, and bouasded an the south by the proposed Wihningtm Bypaas/lntenh"
40 lmwcbagn and being more parWAarly descdIW as follows:
BEGINNING at an iron pipe in the north rigla-0f-Way line of Glen Eden Drive (S.R.2109) where
said north rigbt-of-way tine nktUMcts the aft right-of-way line of N.C. EW-ay 132, thence
along and with the east right-of-way line om.C. Highway 132 North 16 degrees 32 minutes 31
seconds West a distance of 163.70 feet to an iron pipe; thence along and with the east right-of-
way line of Blue Clay Road (S.R. 13191 North 16 degrees 55 minutes 26 seconds East a distance
of 101.49 feet to a point an a cur. a; thence along and with the right-of-way of Blue Clay Road
with a curve to the kft (Radius = 601.24 feet, arc length - 202.33 feet), chord bearing North 36
degrees 08 minutes 47 seconds East a distance of 201.38 feet to an iron pipe; thence along and
with the east right-of-way line of Blue Clay Road North 26 degree 30 minutes 20 seconds East a
distance of 80626 feet to an iron pipe; thence along and with the south line of the Baran
Subdivision (Map Book 28, Page 197) South 74 degrees 26 minutes 50 seconds East a distance
Of 845.99 foot to it point; thence South 24 degrees 57 minutes 22 seconds West a distance of
593.37 feet to a point; thence along and with the east right-of-way of a propose 50' Public Road
South 16 degrees 32 minutes 43 seconds East a distance of 1649.86 feet to a point in the north
right-of-way line of the proposed Wilmington Bypassllntetsfate 40 Interchange; thence along and
with said proposed fight -of -way South 83 degrees 45 minutes 57 seconds West a distance of
49.73 feet to a point; thence with a curve to the right (Radius - 11581.34 feet, arc length -
788.74 feet) chord hearing South 83 degrees 28 minutes 33 seconds West and h chord ds:Stame of
788.59 feet to a point in the south eastern line of Pumpkin Creek Acres subdivision (Map Book 7,
Page 67); thence with said line North 36 degrees 52 r imntes 17 seconds East a distance of 168.57
feet to an iron pipe; thence North 37 degrees 22 minutes 07 seconds East a distance of 7435 feet
to an iron pipe; thence North 37 degrees 08 mutes 45 seconds East a distance of 248.I9 feet to
an iron pipe; thence North 16 degrees 32 minute43 seconds West a distance of 1,025.56 feet to
an iron pipe; thence North 85 degrees 00 minutes 43 secoihds West a distance of 215.01 feet to an
iron pipe in the east line ofWorthdale Drive (SR 2110); thence along and with the east line of
Worthdale Drive North 16 degrees 32 minutes 42 seconds West a distance of 41.79 feet to an
iron pipe; thence along and with the north line of Glen Eden Drive (S.R. 2109) South 73 degrees
32 minutes 03 seconds West a distance of 459.90 feet to the Point of Beginning. Containing
36.474 acres, more or less. Being a portion of the Landmark Davelopeua, Inc. Tract as shown on
a map Prepared by Sherwin D. Cribb RL.S. titled "Map of Survey of Currin Tract for Landmark
Developers, Inc.", and dated June 19, 1989.
10584
BY:
10584
Q"V-Mr:)
Nov i o 2009

yUW4. PACE
1112" t)S 2458 0277
5� 6 NOTE: WE PREPARED THE DEED IN THIS TRANSACTION BUT No
EXANffNATION OF TITLE IS MADE AND NO OPU41ON ON TITLE TO THE PROPERTY IS
EXPRESSED. .
Prepared by: MURCHISON, TAYLOR, KENDRICK, & GIBSON, L.L.P.
16 North Fifth Avenue, Wilmington, NC 29401
osovse earn ac tabv+e
PARCEL. NO. !Cq a � --
.�
Real Estate
NORTH CAROLLNA .Am ALMA A Etaelsa Tax
WARRANTY DEED
NEW HANOVER COUNTY
';70 THIS DEED, made and entered into day of (�to6G+L .1998, by and
between Landmark Land & Tnnber, Inc., a North Carolina corporation with its priaOpel office in
Wilmington, New Hanover County, North Carolirta, herein called GRANTOR, and THE TItUSTEES
OF CAPE FEAR COI 04MTY COLLEGE, a body politic, whose rmailiog #ddress is TI/ A
F"= 5nW=fi 3_WILA) CvTaN� A)OK- iF CA 011" 25 L � herein, whether
WITNESSETH:
The GRANTOR, for and in consideration of the arm of Ten dollars ($10.00) and other
valuable considerations to it in hand paid by the GRANTEE, the receipt whereof is hereby
acknowledged, has bargained and sold, and by these presents does hereby bargain, sell and convey unto
GRANTEE, its successors and assigns forever, all that certain real property located in New Hanover
County, North Carolina, described in Exhibit A attached hereto and incorporated herein.
TO HAVE AND TO HOLD the above granted and described property, together with
all and singular, the rights, privileges, easements, tenements and apprutenattces thaeunto belonging, or
in anywise appertaining unto the said GRANTEE, its successors and assigns, in fee simple, forever.
And the GRANTOR, for itself its sumcssors and assigns, does covenant to and with
the said GRANTEE, its successors and assigns, that it is seized in fee of the above granted and
described property, that it has good right to sell and convey the some in fee sunpl ; that the title is
marketable and free and clear from all encumbrances except those mentioned in Exhibit A. and that
except for the exceptions stated in Exhibit A it will and its successors and assigns shall warrant and
defend the title to the same against the lawful claims and demands of arty and all persons whomsoever.
IN TESTIMONY WHEREOF, the said GRANTOR has caused this instrument to be
executed the day and year first above written.
(CORPORATE SEAL)
ATTEST
A SSi Secretary
`98 OCT 28 PM 1 'in.
RE' ^ EC h VERIFIE-D
.,
549483
LANDMARK LAND & TIMBER, INC.
By:xS ,✓s
VI Le -Prewflent
fie,, V ••... s ��R
CORPORATE 30
SEAL
RETURNED 1 L)
Loa& Sl i Soi t-th ) FA.

A
NORTHCAROLINA BOOK PAGE
NEW HANOVER COUNTY 2 4 5 8 0 2 7 8
a Notary Public of the State and County aforesaid.
pemdmowtedged
of Landm�lc d.sa3 Tat unbar fa. -cam bdow nm du y N oath Carolina
corporation and that by authority duty given and as the act of the corporaoiM the 5xegoing osttument
was signed in its name by its VL& prraiduk sealed with its corporate ant, and
attested by himselfas it9 AQT. 30metaty-
WITNESS my hand and o]%cw seal this 29 day of 0126,K ..= 1948.
My commission expires:
n1 v_ I. I
NORTH CAROLWA
NEW HANOVER COUNTY
The foregoing certificate ofl ,d. P Notary Public, is
certified to be concct.
JOT/3369
This A6 day of t ii; zmt , 1998.
KW SUE OM REGISTER OF DEEDS OF NEW HANOVER COUNTY
+q
r

BOOK PACE
ZXUUUA 2458 0279
Being a parcel or tract of land, located in Cape Fear Township, New HIUMA rCouaty. state of
North Carolina ban bounded on the writ by a,Portion of tl= Landnnaek Developers, Inc. Tract,
bounded on the north by Baran Subdivision (Map Book 28, Page I97). and the W. W. Peterson
Property (Deed Book 1240. Page 878). bounded on the south east by the proposed Wilmington
Bypass/Intentate 40 Interchange, and being more particulruiy described as follows:
Commencing at an iron pipe in the north right-of-way line of Glen Eden Drive (S.R. 2109) where
said north right-of-way line intersects the east right-0f-Way tine of N.C. Eighway 132, thence
along and with the east right of way line of N.C. fligbway 132 North 16 degrees 32 minutes 31
seconds West a distance of 163.70 feet to an iron pipe; thence along and with the east right-of-
way lint of Blue Clay Road (S.R. 1318) North 16 degrees 55 minutes 26 seconds East a distance
of 101.49 feet to a point on the curve; thence along and with the right-of-way One of Blue Clay
Road with a curve to the left (Radius = 601.24 feet, arc length = 202.33 feet), chord bearing
North 36 degrees 08 minutes 47 seconds East a distance of201.38 feet to aniron pipe; thence
along and with the east right-of-way of Blue Clay Road North 26 degrees 30 minutes 20 seconds
East a distance of 906.26 feet to an iron pipe; thence along and with the south line of the Baran
Subdivision (Map Book 28, Page 197) South 74 degrees 26 minutes 50 seconds East a distance
of 845.98 feet to the Point of Beginning.
Thence from the Point of Beginning South 74 degrees 26 minutes 5o seconds East, a distance of
1752.10 feet to a point in the north right-of-way line of the proposed Wilmington
Bypass4riterstate 40 interchange; thence with said right-of-way South 0S degrees 28 minutes 22
seconds East a distance of 111.10 feet to a point of arvatuure; thence along a curve to the right
(Radius = 1492.78 feet, arc length = 374.84 feet) a chord bearing of South 05 degrees 34 minutes
48 seconds West, and a chord distance of 373.86 fed to a point; thence South 29 degrees 57
minutes 40 seconds West, a distance of 217.33 feet to a point; thence South 06 degrees 00
minutes 00 seconds West, a distance of 159.07 feet to a point of curvature; thence along a curve
to the right (Radius=1492.78 feet, are length=1385.05 feet) a chord bearing of South 53
degrees 31 minutes 49 seconds West and a chord distance of 1335.90 feet to a point; thence
South 83 degrees 45 minutes 57 seconds West, a distance of 250.51 fleet to a point; thence
leaving the north right-of-way line of the proposed Wilmington Bypass%terstate 40 Interchange
North 16 degrees 32 minutes 43 seconds West, a distance of 1649.86 fact to a point; thence
North 24 degrees 57 minutes 22 seconds East, a distance of 593.37 feet to the Point of Beginning.
Containing 64.375 acres, more or less. Being a portion of the Landmark Developers, Inc. Tract
as shown on a map prepared by Sherwin D. Cribb R.L.S., titled "Map of Survey of Cunin Tract
for Landmark Developers, Inc." and dated June 19, 1989.
10584
10584

Lewis,Linda
From:
Lewis,Linda
Sent:
Wednesday, November 18, 2009 5:52 PM
To:
'Denise Freund'
Cc:
Nelson, Christine
Subject:
SW8 990923 CFCC North Campus
Denise
We received a permit modification for this project on November 10, 2009. We weren't quite sure why this was
being submitted as a modification and not as a plan revision, but I think I remember why. I think back in 1999
when the original permit was issued, we thought a permit modification would be the only way to document the
future development of this project because the permit had to be "rewritten" to document the reduction in future
BUA allocation.
We have since changed our thinking as to when a modification is needed and I think it's time to start submitting
these as plan revisions instead of permit modifications. We can easily adapt page 3 of the permit to reflect the
changes to the future BUA allocation with the plan revision approval letter. The permittee simply needs to
replace the old page 3 with the new page 3 in the permit. Unless you tell me that you've made additions to the
drainage areas or BUA over and above the current permitted maximum amounts, I'm going to accept and
process this package as a plan revision and return the $505.00 check.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC bivision of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
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Project Name: CC A-). C&rAep t&S y Revie r: ins yq_a A' Date: A)p;r-�Z c�
Pro ect Received Date: oLs- 10 2 CxD
cce ted ejected, circle one l l .p
Project Location: 01 rn o% /-a &E .
In o re uired (yes/no), Date received:
Symbols for completing form: '✓'= Ye • ' x'= No/Defic 'n/a' or'1' or'/'
Rule(s) Subject (check all that apply):
❑ 1995 Coastal ❑ 2008 Coastal ❑ Phase II e al
PaperW°rk: II Check for $505 (must be no older than 6 months) f e, lb � ch ek-g�
❑ Application form with correct/original signatures (original plus 1 copy). If Corporation or LLC also:
o Print the info from the NCS08
o Either, 1.) The applicant is listed on the NCSOS with his/her correct title or, 2.) A notarized letter of
authorization has been provided:
❑ Supplements (1 original per BMP). BMP type(s):
❑ O&M with correctloriginal signatures (1 original per BMP, except level spreaders/filter strips and swales)
❑ Deed restrictions (if outparcel or subdividing) (original plus 1 copy)
o Deed restriction template (signed and notarized) or
o Proposed Declaration of Covenants and Restrictions (signed and notarized)
❑ Soils report identifying the SHWT
❑ Supporting calculations, signed & sealed (if necessary)
❑ Receiving stream classification: , If SA or ORW also:
o SA: USGS topo map with the site, the receiving waters and the %a mile radius shown to scale.
o ORW: 575 ft of MHWL for Area of Environmental Concern and max BUA per rule.
❑ Modifications: 1.) If built: Designer's Cert., 2.) If partially built: Partial Cert., 3.) If not built: No Cert. needed.
Development Type (check all that apply):
❑ Residential or ❑ Commercial ❑ Deed restrictions match?
Y❑ Subdivision or ❑ Single Lot ❑ Deed restrictions match?
High Density or ❑ Low Density ❑ Deed restrictions match?
❑ Offsite project ❑ Redevelopment ❑ Modification ❑ Exempt
Q NCG02 (bulkhead) ❑ NCG03 (clear/grade) ❑ NCG04 (linear)
Density:
❑ BUA calculations include common areas, clubhouse, sidewalks, etc.
® BUA %: , Matches high/low density requirement for rule and receiving stream class.
❑ No obvious math errors
❑ If High Density: Design storm correct for rule and receiving stream class.
Plans, signed and sealed (2 sets):
❑ Two sets received ❑ Layout (with proposed BUR dimensions)
❑ Grading ® Drainage area map (all HD systems & curb outlet swales)
❑ Vicinity map ® Project Boundaries ❑ Legend
❑ Wetlands:
o Delineated on plans o "No wetlands onsite" on plans
11 Details:
o Roads o Cul-de-sacs o Curbing o Sidewalk
o BMPs/ Level spreaders/ Filter strips/ Curb outlet swales o Buildings (Apts or Condos)
Offsite Projects:
❑ Designer's Certification has been submitted for the Offsite BMP receiving the runoff from the project.
❑ Deed restrictions have been recorded and a copy submitted for the Offsite BMP permit.
❑ Lot size has not changed from what was approved under the Master Plan.
❑ Correct lot number is referenced on the supplement form.
❑ Offsite system is in compliance with its permit, if known.
Infiltration Projects:
❑ Soils report: SHWT, soil type, and expected infiltration rate are provided.
❑ DWQ has conducted a site visit? Date:
Wet Ponds: Permanent Pool Meets One of the Following:
❑ Is located no lower than 6" below the estimated SHWT.
❑ Incoming groundwater is quantified and evaluated, AND Storage volume verified, AND Outlet evaluated for free
drainage to the receiving waters under SHWT conditions.
Decision (check one): )
Complete: Return file to admin (Jo Casmer) to log in. (Stamped in received date = BIMS date
❑ Slightly incomplete: E-mail consultant, request information to be returned within one business day (24 hours after
request. Info requests on Friday, allow a return on the following business day). If info not returned, issue an
application return letter and give everything to admin. (Add info received date = BIMS date)
❑ Substantially incomplete: Issue an application return letter and give everything to admin.

200 WK
LETTER OF TRANSMITTAL IDDICKSON
J--13 -f-- community infrastructure consultants
909 Market Street Wilmington, North Carolina 28401
TO: Ms. Georgette Scott
Stormwater Supervisor
NCDEN R
127 Cardinal Dr. Extension
Wilmington, NC 28405
910.762.4200 tel. [phone] fax
DATE: November. 10, 2009
RE: CFCC North Campus Loop Rd...Sidewalk
Stormwater Permit Application
PROJECT NO: 20090195.00.wI
We are sending via:
❑ Overnight
❑ Regular Mail
❑ Pick-up
® Hand Delivered
The following items:
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below:
COPIES
DATE
NO.
DESCRIPTION
2
Stormwater Permit Application (Original and 1 copy)
1
Stormwater Narrative
1
Deeds
1
USGS Location Map
1
$505 check"��""'`
2
Plan Sets
THESE ARE TRANSMITTED as checked below:
® For Approval
❑ As Requested
❑ Approved as Submitted
❑ Returned for Corrections
❑ For Your Use
❑ For Review and Comment
❑ Approved as Noted
❑ Forward to Subcontractor
REMARKS:
COPY TO: Project File VM _c4sq2j%� _`l�y
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