SW7070310_HISTORICAL FILE_20201001

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW :: JZ7 /0
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
pJ/QQ
YYYYM M D D

ROY COOPER
covernor'
MICHAEL S. REGAN
Secrerary
BRIAN WRENN
Director
Mr. Jack B Veit, III
Craven County Manager
406 Craven Street
New Bern, NC 28560
NORTH CAROUN.A
Environmental Quality
October 1, 2020
WJ I�,,/
Subject: Stormwater Permit Renewal
Stormwater Management Permits SW7070213 and SV 7070310
Craven County Judicial Center and Entrance Road
Craven County
Dear Mr. Veit:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permits SV 7070213 and SW7070310 for stormwater treatment systems
consisting of bioretention areas and wet detention ponds serving the Craven County
Judicial Center and entrance road located at 1100 Clarks Road, New Bern, NC expire
on June 20, 2021 and March 21, 2021 respectively. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for each
permit renewal. Also, it was noted in the file review that designers' certifications that the
projects were constructed in accordance with the approved plans as required by the
permits have not been submitted. Please include these with your applications. Permit
application forms for renewal can be found on our website at:
hops://dea.nc gov/about/divisions/enerav-mineral-land-resources/enerav-mineral-1 ind-
rules/stormwaterprogram/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger. thorpe(a)ncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carollna Derarnneni rf Environmental Q -fry I ph si r of Enerq-y, Maneni and Land Rtsoui ces
/—•/�/"� 5 Washington Regional office t 13 '�s'.,argr on Souare Mall Washington North Carolina > Soo
& 9 n n361

417-A BROAD STREET
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 20564-3496
March 19, 2007
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
8
MARINE SURVEYORS
Mr. Samir Dumpor, PE, Environmental Engineer
NC DENR DWQ
943 Washington Square Mall
Washington, N.C. 27889
BUSINESS: 252-6374702
FAX [phone]
robertmchilespe.com
HAND DELIVERED - 03-19-07
PROJECT: Stormwater Management Permit Application No.: SW 7070310 MAK 1 t) IM
Craven County Judicial Center - Entrance Road, Craven County �% (�
Dear Mr. Dumper: ®WQ- A `®
Please allow us to respond to your review comments dated March 15, 2007 in the same_ order as your
comments. A copy of your letter is attached for your convenience.
1. Revised drawings and calculations to match; added dimensions to the Stormwater Pond.
2. SA/DA ratio used is 4; however, the volume from an one (1) inch rain event dictates the size of the
permanent pool and surface area
3. SA/DA used was from "Chart 4 For Wet Detention Basins Discharging Directly To A Stream". The
Drainage Calculations Sheets have been revised to reflect the Required Surface Area and Volume and
the Provided Surface Area and Volume. The SA/DA Ratio information has been added to the
Calculation Sheet.
4. Changed Designed Rainfall to one (1) inch.
5. Although the Soil Survey of Craven County indicates Lenoir Silt Loam with high ground water table, the
excavation of the four (4) feet deep roadside swale indicated no visible ground water. If the elevation of
the Permanent Pool was changed from elevation 22.5 feet to elevation 23.5 feet or more, water would
stand in the roadside swales and the NC Department of Transportation would not take over the Entrance
Road for continuous.maintenance in the future.
6. An original and one (1) copy, signed and sealed, of the following revised documents:
Supplement Revised: Wet Detention Basin Supplement, Form SWIJ-102, Version 3.99, Revised Pape
Forms: 1 of 4 only
Revised: Wet Detention Basin Calculations, Pages 1 and 2 of 2
Drawings (1) Sheet, "SWMP Stormwater Pond Details (Sheet 1-A)" (18" x 24") 2 copies provided
We believe we have made the necessary changes so that the drawings and calculations agree; however,
if we have made an oversight, please contact us at your convenience.
Very truly yours
ROOJBERT M. CHILES, P.E,;,,....
` GAR* �I �''
Joe L. Riddick, Jr., I?.E. P.Ly4.AL.
JLR/bdf p': Sty fCZ?
Enclosures: 1) Original & (1) Copy, 2 Dwgs %� %''!�'G1RlEP. iy
cc: Craven County. w/enclosures Dp\0�.
Files: 2004 042 SW �"'• r,,,,,,,.r�
2004 042 SD LID SW Response Itr .doc
MECHANICAL, CIVIL, AND MARINE ENGINEERING - MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD
FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

� ~
r
Craven County
Attn.: Harold Blizzard, County Manager
406 Craven Street
New Bem, NC 29560
Dear Mr. Blizzard:
Michael F. Easle}', Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 15, 2007
Subject: Stormwater Review SW7070310
Craven County Judicial Center — Entrance Road
Craven County
This office received a Coastal Stormwater permit application and plans for the subject project on March 9,
2007. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
• Calculations show that approximate size of the Wet Detention Pond is 250' x44', however drawing
detail shows size to be approximately 170' x 40'. Please revise;
• SAIDA ratio used is 2.7, which corresponds to the depth of 4 feet. Please revise and use correct
SAIDA ration for the depth of 3.5 feet;
• Please provide Required Surface Area and Volume (Preferable method by DWQ is Simple Method
by Schueler — example in BMP Manual) and Provided Surface Area and Volume on your
calculations and show those same numbers on your Supplement Sheet;
• Non SA waters require Design Rainfall of 1 inch instead of 1.5 as you specified. Please revise;
• According to soil report Seasonal High Water Table is at elevation of approximately 24-25 feet.
Permanent pool as proposed has elevation of 22.5 feet. Please revise so Permanent Poll elevation
corresponds to SHWT. Site visit to determine exact. SHWT is scheduled for March 16, 2007:
• Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to March 23, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
` rCarolina
ura!!y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889
An Equal Opportunity/Affirmative Action Employer-50% Reeycledl10%a Post Consumer Paper
Customer Service
1-877-623-6748

Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
-cam
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
-- —oc: :`':> Joe Riddick, PE, Robert m. Chiles, PE
Washington Regional Office

a 2007
STORM WATER MANAGEMENT PERMIT APPLI IO1N
WET DETENTION BASIN SUPPLEMETOW&W fJO
DRAINAGE CALCULATIONS
ENTRANCE ROAD TO SERVE THE CRAVEN COUNTY JUDICIAL CENTER
Note: Although not visually evident because of the limited amount of topography shown alongthe entrance
road, the road runs aloe_ what was a slight familand ridge; however, the runoff from the area behind_ the
backslopes either drains southwesterlytoward a property line ditch or northeasterly across the farm to some
low lying pockets.
1. PROJECT INFORMATION
DRAINAGE AREA
EROSION &. SEDIMENTATION CONTROL PERMITTED AREA 3.5 AC.
TEMPORARY WASTE AREA (PER E & SC PERMIT) 0.9 AC.
NETAREA 2.6 AC
IMPERVIOUS AREA 0.9/2.6 = 34.6"/, SAY 35°%,
RUN-OFF AND VOLUME
RUN-OFF O = ci.4
= 0.51 (1.0) 2.6
1.33
SA/DA = RATIO
4 REQUIRED
SA = (0.04) (2.6) 43,560
4,530 SQ. FT. REQUIRED
6.314 SQ. FT. ACTUAL
SA / DA 5.6 ACTUAL
VOLUME I% = 1.33 (00) (00)
= 4,788 CF
= SA)' 4.800 CF
USING 40% IMPERVIOUS
POOL DEPT] I OF 3.5 FT.
(VOLUME CONTROLS)
(VOLUME CONTROLS)
TEMPORARY POOL VOLUME: 6,908 CF
PERMANENT POOL
FOREBAY VOLUME
POND VOLUME
TOTA L
28 X 35 = 980 Cl'
110 X 35 = 3.850 CF
4.830 CF
2004042 HD SW PERMITWET DE' I' EN'I[ON 13ASIN CALCULA"PIONS I ENTRANCE RD. CRAVEN CO. JUDICIAL CI' (03(19;07)

STORMWATER MANAGEMENT PERMIT APPLICATION
WET DETENTION BASIN SUPPLEMENT
DRAINAGE CALCULATIONS
OR11710E SIZING
O =
11.79(d2)(h"2
TRY
3 DAY DRAW DOWN = 4,930 / 3 ( 1,440) = 1.12 CFM = 8.36 GPM
d2 =
Q 1( 11.79 ) ( li"2 )
d' =
8.36/(11.79)(0.5"2)
d2 =
1.0
d =
1.0 INCHES
PROPOSED
THIS PROJECT:
USE
d =
7/8 INCITES
O =
11.79 (0.875)2 (0.512 )
O =
6.38 GPM = 0.85
DRAM' DOWN = 4,830 / (1,440 x 0.85) = 3.95 DAYS
11. REQUIRED ITEMS CHECKLIST (e)
OVERFLOW AND OUTLET DRAINAGE
FROM O = c i A 25 YEAR EVENT
0= 0.51 (3.2-1.0)2.6
O = 0.51 (2.2) 2.6
O = 2.9 CFS
FROM HAESTAD
20 FT - 12" DIA. CORRUGATED ALUMINUM PIPE 1 2.1 %
D = 0.86 FT = 4.0 HIS
25 FT - 4'-0" WIDE GRASS LINED CHANNEL a 0.2 %,
D = 0.46 FT r = 1.1 FPS
2004 042 IID SW PEItN41'1 WGIDE I'GNIION BASIN CALCULATIONS
t
CN"I'RAN CI: It D. CR A VEN CO. I I7 DICIA I. CT (03119,07)

March 15.2007
Craven County
Atm.: Harold Blizzard, County Manager
406 Craven Street
Ne >Bem, NC 28560
Subject:
Dear Mr. Blizzard:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Stormwater Review SW7070310
Craven County Judicial Center— Entrance Road
Craven County
This office received a Coastal Stormwater permit application and plans for the subject project on March 9,
2007. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
• Calculations show that approximate size of the Wet Detention Pond is 250' x44', however drawing
detail shows size to be approximately 170' x 40'. Please revise;
• SA/DA ratio used is 2.7, which corresponds to the depth of 4 feet. Please revise and use correct
SA/DA ration for the depth of 3.5 feet;
• Please provide Required Surface Area and Volume (Preferable method by DWQ is Simple Method
by Schueler — example in BMP Manual) and Provided Surface Area and Volume on your
calculations and show those same numbers on your Supplement Sheet;
• Non SA waters require Design Rainfall of 1 inch instead of 1.5 as you specified. Please revise;
• According to soil report Seasonal High Water Table is at elevation of approximately 24-25 feet.
Permanent pool as proposed has elevation of 22.5 feet. Please revise so Permanent Poll elevation
corresponds to SHWT. Site visit to determine exact SHWT is scheduled for March 16, 2007.
• Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to March 23, 2007 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
N''o���1,Carolina
wWurally
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Customer Service
1-877-623-6748

Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
-
Sincerely,
_ 1
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Joe Riddick, PE, Robert m. Chiles, PE
Washington Regional Office

ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
8
BROAD STREET MARINE SURVEYORS BUSINESS: 252-637-0 P.O.
P.O. BOX 3496 FA%', 252-63]-313100
NEW BERN, NORTH CAROLINA 28564-3496 robenmchilespe.com
March 8, 2007 HAND DELIVERED — 03-08-07
Mr. Al Hodge, Regional Supervisor
NC DENR DWQ, Surface Water_ Protection Section
943 Washington Square Mall
Washington, N.C. 27889
PROJECT: Stormwater Management Plan for
Entrance Road to serve the Craven County Judicial Center
Township No. 8, Craven County, NC
Located off Clarks Road, NCSR 1225
Dear Mr. Hodge:.
Enclosed please find the following items for the next express review meeting and approval on the above
project.
1. Original (unbound) and one (1) bound copy of the "Stormwater Management Plan for Entrance Road
To Serve The Craven County Judicial Center' application booklet. The Original packet and the
bound copy each contain the following information:
(a) Application Forms: Stormwater Management Permit Application, Form SWU-101, Version
3.99, 4 pages; Detail Narrative (with SWMP & Soils Classification); and
Supplemental Drawing (portion of Jasper Quad Map 2007)
(b) Supplement Forms: Wet Detention Basin Supplement, Form SWU-102, Version 3.99, 2 pages,
Wet Detention Basin Calculations, Curb Outlet System Supplement, Form
SWU-105 Version 3.99, 3 pages
(c) Application Fees: RMC Check No. 30505 $2,000.00 for the Express Review Fee and the
SW Application Fee
(d) Drawings (1) Set, each containing: "Stormwater Management Plan (Plan & Profile 1
SM.)", "SWMP Stormwater Pond Details (1 SM.)", and "Erosion and
Sedimentation Control Plan" (3 Sheets), stapled and folded together.
Upon review of the above -submitted Stormwater package, if you have any questions or need any additional
information, please do not hesitate to call.
Very truly yours
ROBERT M. CHILES, P.E.
Joe L. Riddick, Jr., P.E., P.L.S.
JLR/bdf
Enclosures: 1) Original & (1) Copy Stormwater Management Plan, Dwgs
cc: Craven County. w/enclosures
NCDENR Pat McClain, P.E. LQS w/o enclosures
Files: 2004 042 SW
2004 042 AH LD SW Exp R Itr 2.doc
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD
FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

STORMWATER MANAGEMENT PLAN
FOR
ENTRANCE ROAD TO SERVE THE
CRAVEN COUNTY JUDICIAL CENTER
LOCATED IN TOWNSHIP NO. 8
CRAVEN COUNTY, NORTH CAROLINA
LOCATED OFF
CLARKS ROAD (NCSR 1225)
KOM
CRAVEN COUNTY
H ERR
SEAL
51fi5 J
F4'ftkLEA �� '
H(DD�O
REGEu Ep
PRIiPARED BY: MAR O 9 200/
ROBERT M. CHILES, P.E.
Engineers & Consultants ®WQ_�n/Q R®
417-A Broad Street vurl
P.O. Box 3496
New Bern, North Carolina 28564-3496
www.roberlinchilespe.com
252-637-4702 office 252-637-3 100 fax
.lob No. 2004 042

INDEX
STORMWATER MANAGEMENT PLAN
ENTRANCE ROAD TO SERVE THE CRAVEN COUNTY JUDICIAL CENTER
TOVVNSIIIP NO.8, CRAVEN COUNTY
APPLICATION FORM
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
FORM SWU-101 VERSION 3.99, 4 PAGES
DETAIL NARRATIVE -
INCLUDING SW POND MANAGEMENT PLAN & SOILS CLASSIFICATION
SUPPLEMENTAL DRAWING: PORTION OF JASPER QUAD MAP, 02-08-07
II. SUPPLEMENT FORMS
WET DETENTION BASIN SUPPLEMENT
FORM SWU-102 VERSION 3.99, 4 PAGES
WET DETENTION BASIN CALCULATIONS ATTACHMENT
CURB OUTLET SYSTEM SUPPLEMENT
FORM SWU-105 VERSION 3.99, 3 PAGES
III. APPLICATION FEES
R. M. CHILES. P.E. CHECK NO. 30505 FOR EXPRESS REVIEW FEE AND
STORMWATER APPLICATION FEE: $2,000.00
HAND DELIVERED BY JOE L. RIDDICK, JR.. P.E. 03-08-07 WITH PACKAGE
IV. DRAWINGS
STORMWATER MANAGEMENT PLAN FOR CRAVEN COUNTY JUDICIAL
CENTER ENTRANCE ROAD (SHT 1 OF I, REV. 2 (03/08/07), 24" x 36")
STORMWATER MANAGEMENT PLAN STORMWATER POND DETAILS FOR
CRAVEN COUNTY JUDICIAL CENTER ENTRANCE ROAD (SHEET 1-A (03/07/07)
18". x 24")
EROSION K SEDIMENT CONTROL PLAN FOR CRAVEN COUNTY JUDICIAL
CENTER ENTRANCE ROAD (SHT I OF 3, SHT 2 OF 3 -REV. I, & SHT 3 OF 3)
TOWNSHIP NO. 8 CRAVEN COUNTY NORTH CAROLINA
BY
ROBERT M. CHILES, P.E. ENGINEERS & CONSULTANTS NE-W BERN, NC

I. APPLICATION FORM
STORM WATER MANAGEMENT PERMIT APPLICATION FORM
FORM SWU-101 VERSION 3.99, 4 PAGES
DETAIL NARRATIVE
INCLUDING SW POND MANAGEMENT PLAN & SOILS CLASSIFICATION
SUPPLEMENTAL DRAWING: PORTION OF JASPER QUAD MAP, 02-08-07

SUPPLEMENTFORMS
WET DETENTION BASIN SUPPLEMENT
FORM SWU-102 VERSION 3.99, 2 PAGES
WET DETENTION BASIN CALCULATIONS ATTACIIMENT
CURB OUTLET SYSTEM SUPPLEMENT
FORM SWU-105 VERSION 3.99, 3 PAGES

III. APPLICATION FEES
R. M. CHILES, P.E. CHECK NO. 30505 FOR EXPRESS REVIEW FEE AND
STORM WATER APPLICATION FEE: $2,000.00
HAND DELIVERED 6Y,IOE L. RIDDICK, JR., P.E. 03-08-07 WITH PACKAGE

IV. DRAWINGS
STORMWATER MANAGEMENT PLAN FOR CRAVEN COUNTY JUDICIAL
CENTER ENTRANCE ROAD (SHT I OF I, REV. 2. 24" x 36")
STORMWATER MANAGEMENT PLAN STORMWATER POND DETAILS FOR
CRAVEN COUNTY JUDICIAL CENTER ENTRANCE ROAD (SHEET I -A
(03/07/07), 18" x 24")
EROSION & SEDIMENT CONTROL PLAN FOR CRAVEN COUNTY JUDICIAL
CENTER ENTRANCE ROAD (Si IT I OF 3, SI'IT 2 OF 3 -REV. 1, & SLIT 3 OF 3)
TOWNSHIP NO. 8 CRAVEN COUNTY NORTH CAROLINA
BY
ROBERT M. CHILES, P.E. ENGINEERS & CONSULTANTS NEW BERN, NC

Once satisfactory compaction is achieved to the base course, the contractor shall pave the roadway
according to the typical section shown on the Entrance Road Construction Plans.
After all the roadway construction has been completed, all the disturbed area permanently stabilized
and the erosion and sedimentation devices cleaned and reworked if needed, the Owner will inspect the
Entrance Road on a monthly basis and after any major rain event.
STORMWATER POND MANAGEMENT PLAN
The maintenance activities shall be performed according to "SWU-102 Rev. 3.99 Wet Detention
Basin Supplement." The requirement for, complete draw -down for pond maintenance or emergency draw -
down will be accomplished with a portable trash pump. Since the roadside swales have been excavated
according to the approved "Erosion and Sedimentation Control Plan ", the invert ofthe stormwater pond is
dictated by the swale elevations. Checking these elevations, it has been determined that the pond elevation
is approximately one (1) foot below the outlet ditch; therefore it is impossible to de -water the pond by gravity
flow. This is the reason for having to de -water the wet detention pond with a portable trash pump.
Another area of concern at and near the detention pond is that of vegetative maintenance. This
maintenance will require that the Owner maintain the ground (grass) on a season schedule sch that the grass
around the stormwater pond and grass lined Swale do not exceed four (4) inches in height and that the
maintenance personnel repair any bare places in the ground cover immediately after they are discovered.
SOIL CONDITIONS AT THE WET DETENTION POND
According to the Soil Survey of Craven County, North Carolina issued March 1989, the soil at the
proposed wet detention pond location is Lenoir Silt Loam, "Le".
Lenoir Silt Loam is nearly level and somewhat poorly drained; surface layer is very dark grayish
brown silt loam five inches (5") thick. Subsurface layer is light yellowish brown silt loam eight inches (8")
thick. Subsoil is brownish yellow silt loam in upper part, changing to brownish yellow clay with gray
mottles, and then changing to gray clay in this seventy-two inch (72") layer. Seasonal high water table is
1 to 2 feet below the surface.
2004042HD SW PERMIT DETAIL NARRATIVE 2 ENTRANCE ROAD CRAVEN Co JUDICIAL CT (03-08-07)

REGEMED
MAR 0 9 2007 STORMWATER MANAGEMENT PERMIT APPLICATION
Ill. PROJECT INFORMATION
DWQ-WAR® 1. DETAIL NARRATIVE
(INCLUDING STORMWATER POND MANAGEMENT PLAN AND SOILS CLASSIFICATION)
of
STORMWATER MANAGEMENT PLAN
for
ENTRANCE ROAD TO SERVE THE CRAVEN COUNTY JUDICIAL CENTER
FOR
CRAVEN COUNTY
The Stornnvater Management Plan will include maintenance of all Erosion and Sedimentation
Control Devices as defined in the approved Erosion and Sedimentation Control Plan:
-Whereas the erosion and sediment control devices shalI be instal led at the beginning of construction
and maintained throughout all phases of the Entrance Road construction, the Stormwater Management will
occur in two (2) phases.
The first phase will consist of constructing a rock all weather entrance road to the Craven County
Judicial Center. This road with the exception to the connection with NCSR 1225, Clarks Road, will follow
the location of the permanent entrance road. The temporary deviation at the connection with NCSR 1225
is to utilize the existing driveway until the new entrance driveway details have been completed and approved
by the NC DOT, Division of 1-lighways. The roadway section will have been graded to subgrade, the swales
excavated to proper alignment and elevation, the rock check dams installed and the entire disturbed area,,
except the roadbed, seeded, and stabilized. The roadbed will be stabilized with six (6) inches of aggregate
base course (ABC); this six (6) inches ofbase course is to provide an all weather access to the Judicial Center
while it is under construction.
During the construction of the Judicial Center it will be the responsibility of the building contractor
to maintain not only the all weather riding surface, but also the shoulders, swales, silt fence, check dams,
stormwater pond, and all of the vegetative ground cover within the construction limits ofthe Entrance Road.
The building contractor shall inspect all of the previously installed erosion and sediment control devices and
stonnwater pond weekly and after each major rain event, and he will repair any damage to the, devices,
vegetative ground cover, and remove all liter and construction debris within the construction limits.
At some stage during the construction of the Judicial Center, the second phase begins when Craven
County, the Owner, will elect to complete the entrance road construction. During this continued roadway
construction, the responsibility forthe road and disturbed area maintenance will be the Owner or the Owner's
roadway contractor.
The work on this final phase of the entrance road construction will consist of maintaining all erosion
and sedimentation control devices, repairing any damage to the vegetative around cover and final roadway
construction.
The final roadway construction will consist of installing curb and gutter with the concrete flumes,
regrading and adding to the stone base course, rebuilding the shoulders behind the curb and gutter and next
to the flumes, permanently seed the previous area after rebuildinn, the shoulders, remove the remaining
portion of the construction entrance, and the construction road.
2004 042 HD SW PERMIT DETAIL NARRATIVE 1 ENTRANCE ROAD CRAVEN CO JUDICIAL CT (03-08-07)

NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator.
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a)_ncmail.net
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 orpatrick.gropan(a)ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or Ivn.hardison(a)ncmail.net
• Wilmington Region -Cameron Weaver 910-350-2004 or cameron.weaver(&ncmail.net MAR 0 9 av
Project application received after 12 noon will be stamped in the following work day.
DWQ-WAR®
APPLICANT Name Harold_ Blizzard, County Manager
Company Craven County Address 406 Craven Street City/State New Bern, NC Zip 28560
Phone [phone] Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO SURFACE WATER CLASSIFICATION
PROJECT Name Craven County Judicial Center, Entrance Road County Craven
PROJECT LOCATION (ADDRESS) 1100 CLARKS ROAD
ENGINEER/CONSULTANT Joe Riddick
Company Chiles Engineering
Address PO Box 3496 City/State New Bern, NC Zip 28560
Phone [phone] Fax Email
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
® STORMWATER ❑Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
WETLANDS MUST BE ADDRESSED BELOW
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT [:].Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with _acres to be disturbed.(CK # (for DENR use))
❑ 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 w/ US.ACOE: ❑ Yes ❑ No
Perennial, Blue line stream, etc on site ❑ yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
/ Buffer Impacts: ❑ No ❑ YES: acre(s)
/ Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
/ Permit Received from US ACOE ❑ Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
30'5ko For DENR use only
Fee Split for multiple permits: (Check # 39695 J Total Fee Amount $ 40�0
SUBMITTAL
DATES
Fee
SUBMITTAL DATES
Fee
CAMA
Variance ❑ Ma'; ❑ Min
SW ❑ HD; ❑ LD
3/9/07
$
401:
LQS
I Stream Deter,_

Executive Pkwy, New Bern, NC 28562 - Google Maps
http://www.google.com/maps?q=Executive+Pkwy,+New+Bem,+NC+...
Address Executive Pkwy
New Bern, NC 28562
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3/15/2007 2:32 PM

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�♦y�ro-u�va W ' 11� e'CtN., ",AnV}li.4"�+r a
Name: JASPER Location: 035° 07' 43.9" N 077° 10' 43.3" W
Date: 2/8/2007 Caption: Craven County Judicial Center
Scale: 1 inch equals 2000 feet
COP"Oht (C) 1997. Maptech. Inc.

RECEIVE®. 7o.� V�v�of -u9�i 7
«ova Vl)O v A- 001D
JAN .2 4 2007 FINANCIAL RESPONSIBILITY/OWNERSHIP FORM tJ
MAM-WADO SEDIMENTATION POLLUTION CONTROL ACT SW7 ®7 ®1 3
No person may initiate any land -disturbing activity on one or more acres as covered b
form and an acceptable erosion and sedimentation control plan have been completed
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please
the question is not applicable or the e-mail and/or fax information unavailable, place N/A i
Part A.
1. Project Name
ENTRANCE ROAD TO SERVE THE CRAVEN COUNTY JUDI(
2. Location of land -disturbing activity: County _
Highway/Street NCSR 1225 Latitude
CRAVEN City of Township
350 07.9'
3. Approximate date land -disturbing activity will commence:
.h ,r ei re ntar ,,
Dproved-by the
or print and if
----Iblank.)
JAN 2 3 2007 I r
��,`E'Pl�u�ITYSECTION
iEGOt,IAI OFFICE
Longitude 77' 11.5'
FEBRUARY 15, 2007
4. Purpose of development (residential, commercial, industrial; institutional, etc.): GOVERNMENTAL
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 3.5
200.00 (Craven County -
6. Amount of fee enclosed: $ check No. 198721) The application fee of $50.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450)
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name ROBERT M. CHILES E-mail Address [e-mail]
Telephone
252-637-4702
Cell #
N/A
Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
CRAVEN COUNTY 252-636-6600
406 CRAVEN STREET
Current Mailing Address
NEW BERN INC
City State
10. Deed Book No. 2458 Page No.
Part B.
252-637-0526
Telephone Fax Number
406 CRAVEN STREET
Current Street Address
28560 NEW BERN NC 28560
Zip City State Zip
0350
Provide a copy of the most current deed.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
I 7PL [K011ni l
Name
406 CRAVEN STREET
Current Mailing Address
NEW BERN NC 28560
City State Zip
Telephone [phone]
[e-mail]
E-mail Address
406 CRAVEN STREET
Current Street Address
NEW BERN INC 28560
City State Zip
Fax Number 252-637-0526

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
N/A
Name
Current Mailing Address
E-mail Address
Current Street Address
State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
N/A
Name of Registered Agent
Current Mailing Address
City State Zip
Telephone
E-mail Address
Current Street Address
Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
HAROLD BLIZZARD
Type of print name
re
COUNTY MANAGER
' Title or Authority
/-/:Z -
Date
. Ub&Lg • (ytuiQ4lt a Notary Public of the County of 6ai(�_
State of North Carolina, hereby certify that personally
appeared before me this day and being duly sworn acknowlLycged the due execution of the
foregoing document for the purpose stated therein and in the capacity indicated.
Witness my hand and official seal, this day of nY A V�JL(�/ 20 B%
dt�_l� q—•�
(Official Seal) N tary Public
My commission expires 20 Q r%