SW7050307_HISTORICAL FILE_20160204

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�/(i�� �
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

Central Files: APS SWP
2/4/2016
Permit Number � SW7050307
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Now Project
Permit Type
ersion Permit Classification
State Stormwater
1.00 Individual
6!:
Primary Reviewer
Permit Contact Affiliation
linda.lewis
Coastal SWRule
Coastal Stormwater -1995
Permitted Flow
Facility
Facility Name Major/Minor Region
City of New Bern Public Works Facility '05 ,/ Minor Washington
Location Address County
1030 S Glenburnie Rdi Craven
Facility Contact Affiliation
New Bern NC 26563
Owner
Owner Name AM4,;A- 490phdL-
Owner Type
City of New Bern
6 3? ' 7s2¢
Government - Municipal
Owner Affiliation
Mark Stephens
City Manager
PO Box 1129
DateslEvents
New Bern
NC 28563
Scheduled
Ofig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
91612005 3/4/2005
9/6/2005 9/6/2005
9/6/2019
Regulated Activities
Requested /Received Events
State Stormwater - Alternative Design
Deed restriction requested
State Stormwater - HD - Detention Pond
Deed restriction received
�Q tt 3-V 7 7 b
Additional information requested
5123105
Additional information requested
815105
D
h Z ,+¢�, 7�
f
Additional information requested
8/29105
Additional information received
6/13105
Additional information received
8/25/05
Additional information received
8/31/05
Outfali
Waterbvdy Name
A/PvSa- R1 ��
s� f
w ,5troamIndex Number Current Class Subbasin

C10 j1"111 Sr., P.E., Inc.
C.T. Clayton, Sr., Professional. Engineer 71
August 30, 2005
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Response to Request for Additional Information
Stormwater Management Permit Application
City of New Bern Public Works Facility
Craven County
Stormwater Project No. SW7 050307
Dear Ms. Lewis,
PN 428q .�_ V
SI.P' --1 20U5
DVIQ-INAR®
Thank you so much for meeting with me yesterday to review our application. It was a pleasure to finally
meet you in person.
Attached you will find two (2) copies of the revised Sheet 1 of 5 of the drawings. The permanent pool of
the wet detention pond has been dimensioned.
Also, you will find a copy of a portion of Sheet 2 of 5 of the drawings to reflect the removal of the
Weeping Lovegrass from the permanent seeding schedule.
In addition, the Wet Detention Basin Supplement form has been revised to reflect a permanent pool
surface area of 10,800 sf. This revised page has not been included per your request.
If we can answer any questions or need to send additional information, please feel free to contact me at
any time. I can be contacted via email at [e-mail] or at the following numbers: 910-897-
7070 (office), 919-795-6302 (mobile), or 910-897-6767 (fax). If for some reason you can not contact
me, please contact C. T. Clayton at the following numbers: 252-672-0304 (office), 252-671-6979
(mobile), or 252-672-8577 (fax).
Sincerely,
C. T rus Clayton, Jr., P. E.
attachments
CC.' file, Danny Meadows, C. T. Clayton
3100 NC 27 East
Coats, NC 27521
Phone: [phone]
Fax; 910-897-6767
-^ VED
A U G 11 2005
Offices located in Coats and New Bern, North Carolina
www.ctclayton.com

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C.T. Clayton, Sr., Professional Engineer
August 15, 2005
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Response to Request for Additional Information
Stormwater Management Permit Application
City of New Bern Public Works Facility
Craven County
Stormwater Project No. SW7 050307
Dear Ms. Lewis,
PN: 23028
liECEIVED
AUG 2 5 2005
PROJ # YA) 0-4y
This letter and the attached package constitutes the response to your letter, dated August 5,
2005, requesting additional information concerning the Stormwater Management Permit
Application that was submitted on March 2, 2005 for the above referenced project. The
attached packacie should replace the vackage currently on file with your office. Hopefully, this
submittal will find your approval and a permit will be issued.
Below you will find each of the comments listed on the August 5 letter. Below each comment
is our response.
1. The V orifice calculated for the wet detention pond is too small. The consultant has
based the average head used in the orifice equation on a temporary pool elevation of
7...
A calculation error in the conversion of the orifice area to diameter has been
corrected. The value of H in the equation has been increased from 0.8 ft
(temporary elevation of 6.3 ft) to 1 ft (temporary elevation of 6.5 ft).
2. The revised calculations indicate that the design volume provided in the wet detention
pond is 17,500 cubic feet. This is incorrect since that volume appears to be based on a
temporary pool elevation of 7.0....
Please see the revised application package.
3100 NC 27 East
Coats, NC 27521
Phone: [phone]
Fax: [phone]
Offices located in coats and New Bern, North Carolina
www.ctclayton.com

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Ms. Linda Le« -is
August 15, 2005
Page 2 of 2
3. Please provide revised, sealed, signed and dated calculations for the bio-retention
basin.
Please see the revised application package.
4. Normally, when revised calculations are necessary, it is customary for the consultant to
either seal a new calculation cover sheet or to seal each individual revised page.
The revised submittal was sealed on the included cover letter, which served as
the cover sheet -for the package and was bound with all included revised
documents. The included revised application package has also been sealed.
5. Please revise the orifice size on the wet detention supplement.
Please see the revised application package.
Please review these statements and the attachments referenced above. Hopefully, this will
meet your approval. It would be greatly appreciated if you could review this information and
respond in short order due to the City's schedule for construction of this facility.
If we can answer any questions or need to send additional information, please feel free to
contact me at any time. I can be contacted via email at tyrus65�ctclayton.com or at the
following numbers: 910-897-7070 (office), 919-795-6302 (mobile), or 910-897-6767 (fax). If for
some reason you can not contact me, please contact C. T. Clayton at the following numbers:
252-672-0304 (office), 252-671-6979 (mobile), or 252-672-8577 (fax).
Sincerely,
C. Tyrus Clayton, Jr., P. E.
attachments
cc: file
C. T. Clayton
Danny Meadows, City of New Bern
ILScrveAprojects123 New Hem123028 Public Work s\Correspondcnce\LTR 05 0815 LewisDWQ SWAppResubmittal2 CTC Jr.doc

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RECEIVED
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AUG 31 2005 n i Sy
I - r•riis••' V \-
T-)R.aJ # yai4 US Ci_P+ ..�`�•`�
PERMANENT SEEDING SCHEDULE
Shoulders, Side Ditches, Slopes (Max. 3: 1)
DATE: TYPE:
Aug 15 - Nov 1 Tall Fescue
Nov 1 -Mar 1 Tall Fescue and
Abruzzi Rye
Mar 1 - Apr 15 Tall Fescue
Apr 15 - Jun 30 Hulled Common Bermudagrass
Jul I - Aug 15 Tall Fescue and
*Browntop Millet
*or Sorghum - Sudan Hybrids
Slopes (3:1 to 2:1)
PLANTING RATES:
300 lbs./acre
3001bs./acre
25 lbs./acre
3001bs./acre
25 lbs./acre
1201bs-/acre
35 lbs./acre
30 lbs./acre
Mar 1 - Jun 1 Sericea Lespedeza (scarified) and 50 lbs./acre
(Mar 1 - Apr 15) Add Tall Fescue 120 lbs./acre
- - - - --- - - .. _ . _ C�h
3Y
(Mar 1 - Jun 30) Or Add Hulled Common Bermudagrass el 25 lbs./acre
Jun 1 -Sep I *Tall Fescue and
120 lbs./acre
*Browntop Millet
35 lbs./acre
* or Sorghum - Sudan Hybrids
30 lbs./acre
Sep 1 - Mar 1 Sericea Lespedza (unhulled - unscarif ed)
70 Ibs.lacre
and Tall Fescue
120 lbs./acre
(Nov I - Mar 1) Add Abruzzi Rye
25 lbs./acre
Consult the Conservation Engineer or the Soil Conservation Service for additional information concerning other alternative for
vegetation of denuded areas.
Permanent ground cover must be installed on all disturbed areas within 15 working days or 90 calendar days (whichever is shorter)
following completion of construction or development.
**Temporary - Reseed according to optimum season for desired permanent vegetation, Do not allow temporary cover to grow over
in height before mowing, otherwise fescue may be shaded out.
SEEDBED PREPARATION
1. Chisel compacted areas and spread topsoil 3" deep over adverse soil conditions, if available.
2. Rip the entire area to 6" depth.
3. Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil (see below*).
5. Continue tillage unit a well -pulverized, firm, reasonably uniform seedbed is prepared 4" to 6" deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or reseeding within the planting season, if possible. If stand should l
over 60% damaged reestablish following original lime, fertilizer and seeding rates.
9. Consult the Conservation Inspector on maintenance treatment and fertilization after permanent cover is established.
*Apply: Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils.
Fertilizer - 1000 lbs/acre
Superphosphate - 500 lbs/acre (20%)
Mulch - 2 tonslacre (small grain straw)
Anchor - asphalt emulsion at 450 gal./acre

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C T Clayton Sr P6 Inc 910-897-6767
Fax
To: Ms. Linda Lewis
FAX: [phone]
�Cf�layton,
Sr., Professional Engineer
From: C.T, Clayton, Sr., P.E.
Pages: 1 including this
Phone: [phone] Date: August 16, 2005
Re: Stormwater Project No. SW7 050307
City of New Bern Public Works Facility
Cc: Danny Meadows, file P.N. 25028
For Review Please Comment Hard Copy to Follow X This is your Original
• Comments:
Dear Ms. Lewis:
P.1
Per your administrative assistant, you left us a message at 252-672-0304. This is the number at our
New Bern office, which is not staffed full time. Please use the Coats office number (910-897-7070)
to reach us in the future.
I understand that your message requested that we reschedule. 1 am available to meet on Thursday
or Friday. Please let me know when you would be available.
It is our intention to bring a complete application package to replace the documentation you currently
have to prevent confusion.
Thank yo��-0-tl' ~1
C. T rus Cl� on, Jr./P.
Y Yt
3100 NC HM 27 EAST
COATS, NORTH CAROLINA
PHONE 91U97-7070 FAX: [phone]
MOBILE: 919 79"302 (Tyros) Email: [e-mail]

Pug I;5 05 03: Sep
C T Clayton Sr PE Inc 910-097-6767
ClQ,vton, Sr., P. E, loc.
C.T. Clayton, Sr., Professional Engineer
Fax
To: Ms. Linda Lewis
FAX: [phone]
Phone: [phone]
Re: Stormwater Project No. SW7 050307
City of New Bem Public Works Facility
From: C.T. Clayton, Sr., P.E.
Pages: 1 including this
Date: August 15, 2005
Cc: P.N. 25028
For Review Please Comment Hard Copy to Follow X This is your Original
• Comments:
Dear Ms. Lewis. -
As a follow -tip to our phone message, this is to confirm that Mr. Tyrus Clayton will be arriving at your
office around 2:00 p.m. tomorrow, August 16, to discuss the referenced project. If you have a
scheduling conflict, please let us know by 11:00 a.m.
Thank you.
Jean Lansford
POST OFFICE BOX 12794 3100 NC HWY 27 EAST
NEW BERN, NORTH CAROLINA 28561 COATS, NORTH CAROLINA
PHONE: [phone] FAX: [phone] PHONE [phone] FAX: [phone]
MOBILE: [phone] (C.T.) Email: d cox.net MOBILE: [phone] (Tyros) Email- [e-mail]

r�0� WATE
�pC.
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 5, 2005
Mr. Danny Meadows, Director
City of New Bern Public Works
PO Box 1129
New Bern, NC 28563-1129
Subject: Request for Additional
Stormwater Project No
Public Works Facility
Crarien County
Dear Mr. Meadows:
Information
SW7 050307
Alan W. Klimek, P.E. Director
Division of Water Quality
On behalf of the Washington Regional Office, the Wilmington Regional Office received
previously requested information regarding the pending Stormwater Management Permit
Application for the New Bern Public Works Facility on June 13, 2005. A preliminary review of
that information has determined that the application is not complete. The following information
is needed to continue the stormwater review:
1. The 1" orifice calculated for the wet detention pond is too small. The consultant has
based the average head used in the orifice equation on a temporary pool elevation
of 7, however the plan details and supplement form indicate that the temporary pool
elevation is 6.5. The 1" orifice is too small even if the temporary pool elevation of 7 is
used to calculate the average head. I am unable to duplicate the orifice diameters
that the consultant has calculated using the areas he has provided. To determine the
diameter, you must take the square root of the quotient, orifice area divided by -rr
(pi), and multiply by 2. When I substitute the orifice areas provided by the consultant
into this equation, I get an acceptable diameter range of 1.26" to 2". Please revise
the orifice calculation using the average head between the permanent pool elevation
of 5.5 and the desired temporary pool elevation.
2. The revised calculations indicate that the design volume provided in the wet
detention pond is 17,500 cubic feet. This is incorrect since that volume appears to
be based on a temporary pool elevation of 7.0, when in fact the reported temporary
pool elevation is 6.5. Please either revise the calculations to accurately report the
volume provided in the pond at the reported temporary pool elevation of 6.5, or
revise the plans and supplement form to reflect a temporary pool elevation of 7.0.
3. Please provide revised, sealed, signed and dated calculations for the bio-retention
basin. The drainage area used in the calculations dated March 1, 2005, does not
match up with the drainage area reported on the revised page 2 of the application
form submitted on June 13, 2005.
4. Normally, when revised calculations are necessary, it is customary for the consultant
to either seal a new calculation cover sheet or to seal each individual revised page.
5. Please revise the orifice size on the wet detention supplement. It is currently still
shown as a 6" orifice.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877-623-6748
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] Internet: h2o.enr.state.nc.us One
NorthCaroIina
An Equal Opportunity/Aifirmadve Action Employer — 50% Recycled110% Post Consumer Paper Naturailly

Mr. Meadows
August 5, 2005
Stormwater Application No. SW7 050307
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to September
5, 2005, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl: S:IWQSISTORMWATERIADDINFO120051SW7050307.aug05
cc: C.T. Clayton, Sr., P.E.
Linda Lewis
Page 2 of 2

.-A-28- 2005 8:44AM
CT CLAYTON, SR, PE
NC•9310 P. V/
G.T. Clayton, Sr., Professional Engineer
To: Linda Lewis, DWQ From: C.T. Clayton, Sr_
FAX: [phone] Pages: 1 including this
Phone: [phone] Date: June 28, 2005
Re: NEW BERN PUBLIC WORKS FACILITY SITE WORK, NCDENR Project No. SW 7050307
Cc: Danny Meadows, Tyrus Clayton P.N. 23028
RECEIVED
JUN 2 8 2005
BY: -AV ?0-'�) V
For Review Please Comment Hard Copy to Follow X This is your Original
• Comments:
Linda,
Please check on the status of the referenced project and give me a call 252-671-6979_
Thanks
C.T_
POST OFFICE BOX 12794 3100 NC HWY 27 EAST
NEW KERN. NORTH CAROLINA 28561 COATS, NORTH CAROLINA
PHONE: [phone] FAX: 252 672-W7 PHONE 91 M97-7070 FAX: [phone]
MOBILE: [phone] (C.T.) Email: ctcpe@Cox nat MOBILE: [phone] (Tyros) Emall: [e-mail]

New Bern Public Works Facility
Subject: New Bern Public Works Facility
From: Linda Lewis <[e-mail]>
Date: Tue, 28 Jun 2005 17:55:02 -0400
To: "C.T. Clayton, P.E." <[e-mail]>
c.T..
The Division received previously requested additional information on June 13, 2005.
I am currently running about 50 days for a review.
Linda
1 of 1 6/29/2005 9:23 AM

761 CAvtoa Sr., P. E., Inc
C.T. Clayton, Sr., Professional Engineer
1 June 9, 2005
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Response to Review Comments
Stormwater Management Permit Application
City of New Bern Public Works Facility
Craven County
Stormwater Project No. SW7 050307
Dear Ms. Lewis,
PN: 23028
RECEIVED
JUIV .I 3 2005
BY:
This letter and the attached package constitutes the response to your letter, dated May 23,
2005, requesting additional information concerning the Stormwater Management Permit
Application that was submitted on March 2, 2005 for the above referenced project and
comments made via facsimile on June 6, 2005 in response to my request for clarification.
Hopefully, this submittal will find your approval and a permit will be issued.
Below you will find -each of the comments listed on the May 23 letter. Below each comment is
our response.
1. Since two separate systems are being proposed, please complete one column on the
application for the wet pond and one column for the bioretention system. Until the
application has been modified to reflect this, I am unable to verify the design
calculations.
Please see Attachment #9 for a revised Page 2 of the Stormwater Management
Permit Application Form.
2. Please specify the wetland species to be planted on the 6:1 shelf.
Please reference Attachment #2 (revised Sheet 3 of the drawings). A note & table
was added to the wet pond detail on Sheet 3 of the drawings.
3100 NC 27 East
Coats, NC 27521
Phone: [phone]
Fax: [phone]
Offices located in Coats and New Bern, North Carolina
www.ctclayton.com

ClQytan, Sr., P. E., Inc.
3. Please report all built -upon areas in square feet on the application.
Ms. Linda Lends
June 9, 2005
Page 2 of 4
Please see Attachment #1 (revised Page 2 of the Stormwater Management Permit
Application Form)
4. Please delineate the drainage area to each proposed system.
Please reference Attachment #3 (Please note: DA1, the drainage area for the wet
pond, encompasses the bioretention drainage area, DA2, for any storm water flow
over the first 1-inch of rainfall.) Flow arrows are included to show the path of
stormwater flow within each basin.
5. Please provide sufficient proposed spot elevations to assist the Division in discerning
the drainage patterns for the pavement and buildings.
Please reference Attachment #4, a revised Sheet 1 of the Drawings. A note has
been added that designates the previously shown spot elevations as being
proposed. Also, several spot elevations have been added to the area around the
proposed buildings.
6. Please provide dimensions for all proposed pavement, buildings, sidewalks, etc. Please
also dimension the bottom contour of the bioretention basin.
Dimensions: Please reference Attachment #4 (revised Sheet 1 of the drawings).
Due to the large amount of information already included on this site plan, only the
rectangular buildings were dimensioned with width and length and the typical
access road width has been shown. In order to specify the BUA for the remaining
pavement, a table was added to the bottom left of the sheet that specifies the
square footage each impervious area encompasses.
Bioretention Area: Please reference Attachment #5, a revised Sheet 5 of the
drawings. The bioretention area site plan detail gives the general length and
width of the maximum ponding depth contour for the bioretention area (11.0').
The bioretention area shape and size has been modified to provide additional
storage to accommodate the 1" rainfall. This was done by modifying the
overflow outlet structure to increase the ponding depth to 12-inches. (reference
the Bioretention Crossection Detail on the revised Sheet 5)
11Servcrlprojects123 New Bern1230281CorrespondenceV TR 05 0609 LewisDWQ StormwaterAppResubmittai CfC 3r2.doe

>� Clartan, Sr, P.E., Inc.
Ms, Linda Levis
June 9, 2005
Page ; of 4
7. Please provide a table of elevations, areas, incremental volumes and accumulated
volumes beginning at the bottom of the pond up to the temporary pool elevation to
support your conclusions that sufficient volume has been provided in the pond and in
the forebay.
Please reference Attachment #6. This table includes the requested information.
in addition, it contains the same type of information for the bioretention area.
8. Please provide volume calculations for the bioretention area, similar to the pond. The
bioretention system must provide sufficient volume for the 1" storm.
Please reference Attachment #6.
9. Please provide a minimum 10' wide vegetated shelf around the pond.
The dimension of the vegetated shelf shown on Sheet 1 of the drawings (as
scaled) is 10' wide. The dimension of 3'shown on the detail on Sheet 3 of the
drawings was a typo. It has been revised (reference Attachment #2, a revised
Sheet 3 of the drawings).
***In response to the comment concerning the 6-inch orifice for the wet pond
being too small on your June 6t° fax: We have revised the detail on Sheet 3 of the
drawings (see Attachment #2). Please reference Attachment #7 for the calculation
of the orifice size (1.0-inch hole in end of 6-inch decant orifice pipe) gto
drawdown the storm event within 2 to 5 days.
10.1 will need to check with Central Office staff regarding the validity of the outlet structure
design for the bio-retention basin. Bioretention is supposed to be an offline system,
similar to infiltration, where runoff bypasses prior to entering the basin.
In defense of our design, the runoff was not bypassed by the bioretention basin
due to site constraints and the City of New Bern requirement that the 1-yr and 10-
yr post development peak flow not exceed predevelopment levels. It was
essential that the storm flow be collected and routed through the wet pond to
achieve the peak flow reduction.
Our design of the bioretention area contains several components to inhibit
potential erosion of the mulch layer by sheet flow. The first component is that the
adjacent parking area draining to the bioretention area has no curbing to
concentrate flow to the bioretention area. Also, the edge of the parking area,
where the flow enters the bioretention area, has been graded flat at an elevation
of 11.50 to distribute the flow and decrease the velocity. The second component
included in the design is a long grass (sodded not seeded) area between the edge
11Scrverlprojects123 New Bem1230281Correspondencell.TR 05 0609 LewisDWQ StormwaterAppResuhmittal CTC Rldoc

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Clayton, Sr, P.E., Ire.
Ms. Linda Leivis
,tune 9. 2005
Page 4 of 4
of the parking and the bioretention area that is at a 1 % or less slope. This grass
area also has a rock trench (#4 Stone) between to the pavement and the bottom of
the bioretention area to further dissipate and distribute the flow in an attempt to
achieve a true sheet flow.
As a further protection against erosion within the bioretention area, the design
calls for a poly/jute erosion control matting to be placed on top of the final mulch
layer to further stabilize against erosion. This erosion control matting should
stabilize the bottom of the bioretention are until the ground cover vegetative
species can grow large enough to provide stabilization.
In addition, I am including Attachment 8, a revised sheet 4, due to the relocation of two details
from Sheet 3.
Please review these statements and the attachments referenced above. Hopefully, this will
meet your approval. It was not anticipated that it would take almost three months for
preliminary review comments to be returned when this package was originally submitted on
March 2, 2005. As such, it would be greatly appreciated if you could review this information
and respond in short order due to the City's schedule for construction of this facility.
If we can answer any questions or need to send additional information, please feel free to
contact me at any time. I can be contacted via email at tyrus(CDctclayton.com or at the
following numbers: 910-897-7070 (office), 919-795-6302 (mobile), or 910-897-6767 (fax). If for
some reason you can not contact me, please contact C. T. Clayton at the following numbers:
252-672-0304 (office), 252-671-6979 (mobile), or 252-672-8577 (fax).
Sincerely,
C. Tyrus Clayton, Jr., P. E. Z .a
SEAL
0 % 026909
attachments 1�' f ft '
CLO
cc: file
C. T. Clayton
Danny Meadows, City of New Bern r
1 \lS",,,\projects121 New E3ern1210281CorrespondencelLTR 0111101 lxwisDWQ StormwawAppRc,ubmittal CTC 1,2.doc

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;; WAIF Michael F. Easley, Governor
: t0w. 9Q
' �O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: June 6, 2005 No. of Pages: 2/�/
To: Tyrus Clayton, P.E. From: Linda Lewis
Company: C.T. Clayton, Sr., P.E., Inc. Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SWA 050307
Project Name: New Bern Public Works Facility
MESSAGE:
Tyrus:
I'm sorry I missed you earlier today. I received all 15 pages of your fax early this afternoon
have reviewed it and have the following comments:
The 6" orifice specified for the wet pond is much too large. Please provide me with
your exact calculations for determining that 6" would draw down the 1" storm event
in 2-5 days. Please size the orifice using '/2 of the head between the permanent pool
elevation and the temporary pool elevation, and using only the minimum calculated
1" volume.
2. Please complete one column on the application for the pond and one for the
bioretention basin. I understand that the runoff in excess of 1" is diverted to the
pond, but the fact still remains that the first inch, which is what the State is only
interested in, is being treated in the bioreten-tion basin. Should you choose to divert
all of the overflows from the bioretention basin to the wet pond, then only one
column need be completed.
3. If the elevations marked with an "x" are proposed spot elevations, please add this to
the legend so it is clear. In the absence of anything to the contrary, I thought they
were existing spots.
North Carolina Division of Water Qualify 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877.623.6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] (ntemet: h2o.enr.state.nc.us NortIlCalolina
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper NaturallY

Tyrus Clayton
June 6, 2005
Page 2 of 2
4. 1 don't like to rely on scaling a plan when it comes to BUA calculations.
Accurate dimensions are requested on the plans so that there is no
discrepancy. For example, I scale a street as being 30' wide and 500'
long, but you used only 28' of width and 480' of length to calculate the
amount of BUA for that street. I don't think you would like it very much
if I asked you to increase the BUA on the application, potentially
increasing surface area and volume in the pond, because the street
scaled 30' wide and 500' long. Typical dimensions are fine as long as
really are typical and can be applied unilaterally.
5. The BMP document is a guideline for designing stormwater control
measures. The rules require that stormwater management measures
must control a specific amount of runoff, either 1" or 15', The ponded
depth of the bioretention basin was increased to 9" —12" to
accommodate the necessary volumes. I will verify this information with
Central Office staff.
ENBlarl: S:1WQSlSTORMWATIADDINF0120051SW7050307.jun06

P. 1
FILE MODE
__---------------
559 MEMORY TX
COMMUNICATION RESULT REPORT ( JUN. 6.2005 1:55PM ) * * *
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) _ _ - _ _ R�� PAGE
-
9-19109976767
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
QG
P. 2/2
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
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
FAX COVER SHEET
Date: June 6, 2005
To: Tyrus Clayton, P.E.
Company: C.T. Clayton, Sr., P.E., Inc.
FAX #: [phone]
DWQ Stormwater Project Number; SW8 050307
Project Name: New Bern Public Works Facility
MESSAGE:
Tyros:
No. of Pages: 2
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
I'm sorry I missed you earlier today. I received all 15 pages of your fax early this afternoon. I
have reviewed it and have the following comments:
1. The 6" orifice specked for the wet pond is much too large. Please provide me with
your exact calculations for determining that 6" would draw down the 1" storm event
in 2-5 days. Please size the orifice using Y2 of the head between the permanent pool

WA��9 Michael F. Easley, Governor
p� QG William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
>_ y
p Alan W. Klimek, P.E. Director
Division of Water Quality
May 23, 2005
Mr. Danny Meadows,
City of New Bern
PO Box 1129
Director of Public Works
New Bern, NC 28563-1129
Subject: Request for Additional Information
Stormwater Project No. SW7 050307
Public Works Facility
Craven County
Dear Mr. Meadows:
The Washington Regional Office received a Stormwater Management Permit Application for
Public Works Facility on March 4, 2005. Due to a staff shortage in Washington, staff of the
Wilmington Regional Office is conducting the review and will be issuing the permit. A
preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
1. Since two separate systems are being proposed, please complete one column on
the application for the wet pond and one column for the bioretention system. Until
the application has been modified to reflect this, I am unable to verify the design
calculations.
2. Please specify the wetland species to be planted on the 6:1 shelf.
3. Please report all built -upon areas in square feet on the application.
4. Please delineate the drainage area to each proposed system.
5. Please provide sufficient proposed spot elevations to assist the Division in
discerning the drainage patterns for the pavement and buildings.
6. Please provide dimensions for all proposed pavement, buildings, sidewalks, etc.
Please also dimension the bottom contour of the bioretention basin.
7. Please provide a table of elevations, areas, incremental volumes and accumulated
volumes beginning at the bottom of the pond up to the temporary pool elevation to
support your conclusions that sufficient volume has been provided in the pond and in
the forebay.
8. Please provide volume calculations for the bioretention area, similar to the pond.
The bioretention system must provide sufficient volume for the 1" storm.
9. Please provide a minimum 10' wide vegetated shelf around the pond.
10.1 will need to check with Central Office staff regarding the validity of the outlet
structure design for the bio-retention basin. Bioretention is supposed to be an offline
system, similar to infiltration, where runoff bypasses prior to entering the basin.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877.623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NorthCaf O/l/ina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Naturally

Mr. Meadows
May 23, 2005
Stormwater Application No. SW7 050307
Please note that this request for additional information is in response to a preliminary
review. The requested information should be sent to the Wilmington Regional Office
and received prior to June 23, 2005, or the application will be returned as incomplete.
The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:IWQSISTORMWATERIADDINF0120051SW7050307.may05
cc: C.T. Clayton, Sr., P.E.
Linda Lewis
Page 2 of 2

2, If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit X NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Most of the site's stormwater will be collected into a wet detention basin. One parking lot will drain into a bio-
retention area, with any overflow diverted into the wet detention basin. See attached narrative for more detail,
2. Stormwater runoff from this project drains to the Neuse
3. Total Project Area: 7.7
acres
5. How many drainage areas does the project have? 1
River basin.
4. Project Built Upon Area: 40
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Bas>n Iriformat�on y
Drainage Areal
Drainage Area 2
Receiving Stream Name
Neuse River
Receiving Stream Class
SC;Sw,NSW
Drainage Area
7.7 acres
Existing Impervious* Area
0 acres
Proposed Impervious*Area
3.1 acres
% Impervious* Area (total)
40
Impervious:.Surfaee.Area . ...
;Drainage Area-1
Drainage Area 2
On -site Buildings
0.59 acres
On -site Streets
0.41 acres
On -site Parking
1,80 acres
On -site Sidewalks
Other on -site
0,30 acres
Off -site
Total: 3.1 acres
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99
Page 2 of 4

Re: SW7 050307 Public Works Facility
Subject: Re: SW7 050307 Public Works Facility
From: Bill Moore <[e-mail]>
Date: Wed, 25 May 2005 10:59:31 -0400
To: Linda Lewis [e-mail]>
Linda Lewis wrote:
Attached is my comments letter regarding this project. Bill- the outlet structure for this project is
a standpipe with an orifice, located inside the basin, at the far end from the inlet. I thought
bioretention was supposed to be an offline system, similar to infiltration, meaning the bypass
structure was located such that the runoff could bypass before entering the basin, not after. Is this
outlet structure design something you have approved in the past for bioretention? Please advise.
Thanks,
Linda
Good Morning Linda, hope you are doing well;
We have been permitting, on a case by case basis, Bioretention systems with overflow/outlet
structures. I did review the old BMP manual; it states in one place that these are intended as "off-line"
systems; in another section, it states that they should be offline whenever possible. There are several
example figures depicting biofilters; these figures leave some room for interpretation, or question.
For me, this is an example of an issue that we need to research, discuss and come to some
understanding about how to handle. As you know, the BMP manual uses either 5%, or 7% as a design
factor; neither of these design parameters provides for 1-inch storage. I have not had chance to review
the new Draft BMP manual; maybe these issues are addressed?
About the soils report; we do allow/encourage consultants to use the NRCS county soils reports.
BUT, we also require on site borin,Ls (top 4-5 feet) performed by professional, to support any designed
system. When appropriate, we require more extensive soils reports to support design claims by the
consultant.
1 of 1 5/25/2005 1 1:02 AM

T i_ `r T O H
To: Scott Vinson, DWQ
FAX: [phone]
C.T. Clayton, Sr., Protsssional Engineer
From: C.T. Clayton, Sr.
Pages: 2 including this
Phone: Date: May 19, 2005
Sw7a--5-z23o7
Re: NEW BERN PUBLIC WORKS FACILITY SITE WORK, NCDENR Project No. SW 70502247
Ca: Danny Meadows
PIN. 23028
For Re>rew Please Comment Hard Copy to Follow X This is your Orlglnal
• Comments:
Scott,
Please check on the status of the attached project and give me a call 252-671-6979.
Thanks
C.T.
(0�t Xz,-
J111
POST OFFICE aOX i 2794 3100 NC HM 27 EAST
NEW BERN, NORTH CAROLINA 28551 COATS, WORTH CAROLINA
PHONE: [phone] FAX: [phone] PHONE [phone] FAX: [phone]
MOBILE: [phone] (C.T.) Email: ,&cpb cex.nal MOBILE: 919 7nVQ2 (Tyrus) Email: tyrus alaylon.com

0
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-L an \V. Klimei, P.E. Director
Division of WAZW QUniity
Mr Dwiny Moadows, Stormwater Administrator
City of Nevv Berri
1�0BOX 1129
New Berri- NC 2U63
Subiect- REQUEST FOR STORNIWATER
KANAGEMBNT PERMIT :ATPUCATION
Public Works Building
Storm at,rr Project No. SyV7050224
Crx"en County
Dear Mr. iyleado�vs'
Tbis office received a copy of your erosion eQntrol plan appiicihon for the subject project on
February22, 2005 The North Carolina Administrative. Code requires any }project that must receive either
Sedimentation and Erwon Con=l plan approval and/or a CAMA. Major permii to apply for and receive
a Stormwater Management Permit by the Division of Waier Qualittr Any constmction on the subject slit,
priot to receipt of the required perr(, t, will c-owtitute a violation of 115A NCAC 2H 1000 and may restilt
ill appropriate enforcentetit u'tioll by this office.
Either a Storynwater Permit Applica'Uon Package including 2 sets of plans, completed application
forvi, fee, acid supportili2 documentation, or a written resp(mse regarding the vtatus of tlus project and the
expected submittal date must be received in This Office no later rhap May Gl, 2005 Failure to respond tc
tlli4 request may result in tine initiation of enforcement aCt1Qu, and Goftsir7action i=- 0xper-enGe a
50sequcnt delay
` Fleas reference the Storin-water Project Number above on all ttrtcSpctldence If You have any
tlue&tions, please call nit al {252)-948-3848
slix mly,
stoic. Vinsol]
Environmental Lnl?illeer
Wuhi4-�ton Regional Office
CASZ`flRly VVATEK;STQKN A.MNSW 70502? 4
WARD. SV u
Gen
Nwth Carolina Division -1 Water 'A'gjhinglon Feg;&ng1 OffwO Fl+one (2i2) 9„6-oQ8.1 F-A-'K r'2721 r 47-9: I S Gusto.'rror Se -vice
Interni: 72�; e^r slaie.nc us 933 Wuhis+gto>S S:InAre ?•la!, Wa<i+ii:g vQ NC 27M

Michael F. Easley, Governor
William G. Ross Jr— Secretary
North Carolina Department of Environment and Natur;0 Resources
April 1, 2005
Mr. Danny Meadows; Storinwater Administrator
Citv of Nev,, Bern
PO Box 1129
New Bern- NC 28563
Dear Mr. Meadows:
43an W. Klimek, P.E. Director
Divisimt of Water Quality
See ,� ��o3a7
Subject: REQUEST FOR STORMWATER
MANAGEMENT PERMIT APPLICATION
Public Works Building
Stormwater Project No. SW7e-!%2 �
Craven County
This office received a cope of your erosion control plan application. for the subject project on
February 22, 2005, The North Carolina Administrative Code requires any project that must receive either
Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive
a StorniNvater Management Permit by the Division of Water Quality. Any construction on the subject site,
prior to receipt of the required permit. will constitute a violation of 15A NCAC 2H.1000 and may result
in appropriate enforcement action by this Office.
Either a Storm -water Permit Application Package including 2 sets of plarls, completed application
form, fee, and supporting documentation, or a written response regarding the status of this project and the
expected submittal date must be received in this Office no later than May 01, 2005, Failure to respond to
this request may result in the initiation of enforcement action. and constnlction may experience a
subsequent delay.
Please reference the Stormwater Project Number above on all correspondence. IF you have any
questions, please call me at (252)-948 8 48.
i
ely.
Scott V1nSOD
Environmental Engineer
Washington Regional Office
C:ISTORMWATERISTORMAPP1SW7050224
cc: C,jayton, Sr.. P.E., Inc.
L/WARO. SV
(.)ac
NorthCai
'Nature
North Carolina Division of Water Qualith' Washington Regional Office Phone [phone] t'A..X [phone] Customer Service
Internet: h2e,err.stale,nc,us 9-l3 Washington Square Mali. Wasliington. NC 27889 1-877-623-6748

5w? 05,0901 910-897-6767 P. l
L Rpr_R08 05 04:20p qAWves4
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r� Claytow, Sr:, FE., Inc
C.T. Clayton, Sr., Professional Engineer
M40
To: Scott Vinson, DWQ -Washington Regional Office
From: C. Tyros Clayton, Jr., P. E.
FAX: [phone]
Phone: [phone]
Pages: 3 including this
Date: April 8, 2005
Re: City of New Bern Public Works Building - Stormwater Permit Application Package
Cc: file, C. T. Clayton, Danny Meadows (City of New Bern -fax: [phone])
P.N.: 23C28
X For Review
o Comments:
Mr. Vinson,
X Please Comment Hard Copy to Follow This Is your Original
Per my voicemail today and receipt of your letter dated April 1, 2005, attached
kis a copy of the Letter of Transmittal for the Stormwater Management Permit
o° Application Package that was submitted to your office via UPS on March 2,
G n -73 40M. You should have received this package on March 3-+ or 4t„, 2005.
Please call me at the numbers below to verify receipt of this package or if you
have any questions or comments.
Sincerely,
C. Tyros Clayton, Jr., P. E.
[phone]
[phone] mobile
PCST OFFICE BOX 12794
NEW KERN, NORTH CAROUNA 28561
PHONE: [phone] FAX: [phone]
MOBILE: 252 67t-65979 (C.T.) Email: cx @gox.net
44 2 &,;4-
70~
5
3100 NC HWY 27 EAST
COATS, NORTH CAROLINA 27521
PHONE9IM7-7070 FAX: [phone]
MOBILE: [phone] (Tyros) Email_ [e-mail]

°;Apr"08 05 04.14p 910-897-6767 p.2
6 K:>
Cl�ytan,
C.T. Clayton, Sr., Professional Engineer
To: NCDENR, Division of Water Quality
Washington Regional Office
943 Washington Square Mail
Washington, NC 27889
2521946-6481
FAX [phone]
LETTER OF TRANSMITTAL
DATE, March 2, 2005
PROJECT NO: 23
iASK NO: 028
Re: City of New Bern
Public Works Building Site Work
Stormwater Management Plan
TRANSMITTAL N07 1
PAGE 1 OF 1
WE ARE SENDING: ® Originals ® Prints ❑ Shop Drawings 0 Samples
❑ Specifications ❑ Calculations ® Other: Application & Attachments
Quantity
Drawing No.
Rev-
Description
Status
1
SW Management Application -Form SWU 101 (one copy)
G
1
Wet Detention Supplement -Form SWU 102 (one copy)
G
1
$420 Application Fee — Check # 7838
G
2
Set of Stormwater Management Plan Drawings
G
2
Stormwater Management Plan Narrative, Calculations, and
Specifications (one copy includes signed original Forms SWU
101 and SWU 102)
G
Issue Status Code: A. Preliminary S. Fabrication Only C. For Information D. Bid
E- Construction F. For Review 8 Comments G. For Approval H. See Remarks
REMARKS:
Please feel free to contact Tyrus Clayton @ 910-897-7070 or C- T. Clayton @ 252-672-0304 with any
questions or comments.
PO AGR 12744 N N aERN, NC 28551 PHONE: [phone] FA); ?52 672-857I
3100 NG Hwy 27 East, COATS, NC 27521 PHONE:[phone] FAX: [phone]
Signed L,4— /4"
C. T rus Clayt , Jr., E.
11Jeanlprajecfs123 New BemMD281CorrespondencelLOT 05 0302 DVV0 PermitApplicalion CTCJr.doc

Ap�'08 05 04:14p 910-897-6767 p.3
' I ? 20P5 4:SIDY.. Ci CLAYIOa, 5F. U� Il^ � i w;
61chul F Ea-lry, Gnvmim
WLDilrn Cl. SLOU Jr.. scanty
Norru C'arnliva pepmiawt of Environment Ind Nahu'a1 Reaourece
Alan W. Klimek, Y.E. Diroetor
Division of Waler Quidhy
April 1, 2005
Mr, Danny Meadows, Storntwater Administrator
City of New Bern
PO Brno 1129
New Bern, NC 28563
Subject: REQUEST FOR STORMWAM
MANAGEMENT PERMiT APPLICATION
Public Works Building
Storrnwater Project No SW7050224
Craven County
Dear Mr. MeadMS:
11i5 office 'received it copy of your erosion control plant application for the subject project on
February 22, 2005. The North Carolina Administrative Code requires emy project that roust receive eitlw
Sedimentation and Erosion Control plan approval andlor a CANiA. Major permit to apply for and receive
a Stormwater Management Permit by the Division of Water Quality Any construction on the subject sitc,
prior to receipt of the required permit, will cortstitute a violation of 15A NCAC 21-1.1000 and may result
in appropriate enforcement action by this OtTicc.
l idner a Storniwate: Pcnnit Application Package including 2 sets of plans, compWmd application
form, fee, and supporting documentation, or a. wntien response regarding the status of this project and the
expected submittal date must be reccived in this Office no later than May 01, 2C05. Failure to respond to
this request may result in the initiation of enforcement action, and constniction may experiencc a
subsequent delay.
Pieasc re creace the Stormwater Project Number above o:, afl correspoadaace 'P you have airy
questions, please call me at (252)-948-3845.
Stnceri'iy,
Scott Vinson
Environmental Engineer
Washington Regional Office
C: %STOP,MWATER`,STOR%IAP PiSW705 i!294
cc, u t6a ton, sr.. P E., Inc
WARD, SV
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,Ndirrr
North cn:ofiaa Division of'VotX W916Y 'A!d$ riagron POSM.1{ OMW Minim (232; 946-648: FA-X r253) N6-9213 Grxtarner. Savicc
!,'rwmi: n2a.arr swe.-ic o 943 W-Wh-oStai Square %U,. A'asNngam V(; :7885 1-877-67347e8

7/1
C.T. CLAYTON SR., PROFESSIONAL ENGINEER
i .
NC DENR
I
C.T. Clayton, Sr., P. Stormvrater Permit
RECEIVED
MAR 0 4 2005
DWQ-WARO
3/2/2005
420.00
420.00

� Clayton, Sr, P. E, Inc.
C.T. clayton, Sr., Professional Engineer
To: NCDENR, Division of Water Quality
Washington Regional Office
943 Washington Square Mall IECEIVE
Washington, NC 27889
252/946-6481 MAR 0 4 2005
FAX [phone]
lL7o �� . WQ-WAR0
LETTER OF TRANSMITTAL
DATE: March 2, 2005
PROJECT NO: 23
TASK NO: 028
Re: City of New Bern
Public Works Building Site Work
Stormwater Management Plan
TRANSMITTAL NO: 1
PAGE ,I OF 1
WE ARE SENDING: ® Originals ® Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ® Other: Application& Attachments
Quantity
Drawing No.
Rev.
Description
Status
1
SW Management Application -Form SWU 101 (one copy)
G
1
Wet Detention Supplement -Form SWU 102 (one copy)
G
1
$420 Application Fee — Check # 7838
G
2
Z'n bay '0
Set of Stormwater Management Plan Drawings be�na b�ks
2
Stormwater Management Plan Narrative, Calculations, and
Specifications (one copy includes signed original Forms SWU
101 and SWU 102)
G
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
REMARKS:
Please feel free to contact Tyrus Clayton @ 910-897-7070 or C. T. Clayton @ 252-672-0304 with any
questions or comments.
PO Box 12794 NEW BERN, NC 26561 PHONE: [phone] FAX: [phone]
3100 NC Hwy 27 East, COATS, NC 27521 PHONE:[phone] FAX: [phone]
Signed le, /' /� —
C. T rLts Clayt96, Jr.I
E.
WeaMprojects123 New Bern1230281CorrespondencelLOT 05 0302 DWQ Perm itApplication CTCJr.doc

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and,iif
the question is not applicable or the e-mail and/or fax information unavailable, puce NIA in the�b k,? -
Part A.
I.'
Project Name Public Works Building � FEB 2 2 2005
2. Location of land -disturbing activity: County Craven City or Township New Bern 11I1110 R®
Highway/Street S. Glenburnie Rd. Latitude 3501,6gq Longitude -770 5.I51 !
3. Approximate date land -disturbing activity will commence:
4. Purpose of deveiopment (residential, commercial, industrial, institutional, etc.):
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 5.
6. Amount of fee enclosed: $ ADO 00 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 X Enclosed X
8. Person to contact should erosion and sediment controi issues arise during land -disturbing activity. -
Name Danny Meadows E-mail Address
Telephone [phone] Cell # Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
City of New Bern 252-636-4025 252-636-1848
Name Telephone Fax Number
P.O. Box 1129 _
Current Mailing Address Current Street Address
City State Zip City State Zip
10: Deed Book No. City of New Bern Page No. Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing act€vity (Provide a
comprehensive list of all responsible parties on an attached sheet):
City of New Bern
Name
P.O, Box 1129
Current Mailing Address
New Bern N.C. 28563
City State Zip
E-mail Address
Current Street Address
City
State
Zip
Telephone [phone] Fax Number

f
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:
Name E-mail Address
Current Mailing Address Current Street Address
City 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:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Teiephone Fax Number
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.
Dannv Meadows
rt
o, not na
Signature
Stormwater Administrator
Title or Authority
Date
I:ne�C .jet l'P.n1� n� a Notary Public of the County of TCL ct{' _
State of North Carolina, hereby certify that _��rtIRu I I (ILL; `�> appeared
personally., before me this day and being duly swo4i acknowledged that the above form was
executed by hire.
A��CgLCOCOi�lDe�BO
1Nitne, � ihatnb� &'v tariai seas,
this 184"- day of 20 D
N qUay
My commission expires G i G

DETAILED NARRATIVE
This project will provide a new facility for the City of New Bern Public Works
Department and will involve the construction of stormwater management facilities, site
grading, and road and parking lot construction.
Proposed stormwater management facilities include a bioretention area and a wet
detention basin. Stormwater runoff from the southern parking lot will be treated by the
bioretention area before being discharged into the adjacent stream. Overflow from the
bioretention area and runoff from the remainder of the site will be collected via inlets and
piped to the wet detention basin for treatment.
The bioretention area includes a surface representing 9.5% of the approximately 0.71
acres drainage area it serves. Subsurface drains will discharge into the adjacent stream
and overflow piping will discharge into the stormwater collection system for the
remainder of the site, thence into the forebay of the wet detention basin.
The wet detention basin is adequately sized for 90% TSS removal with a 3.1% SA/DA
ratio for a 4.5 ft deep permanent pool. Peak discharge into the adjacent stream for a 10-
year design storm is 5.3 efs, well below the 13.5 cfs of the undeveloped site.
City of New Bern Public Works Building February 2005
Stormwater Management Plan CTC # 0023028
Form SWU-101 Page 2A of 4

NOW—
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Von, Sr., P.E., Inc.
C. Tyrus Clayton, Jr., P.E.
Vice President
Phone: [phone]
3100 NC Hwy 27 East Fax: [phone]
} Coats, NC 27521 MobileNmail: [phone]
Nextel DC#: 150'135361'8
Email: [e-mail]
Offices located in Coats and New Bern, NC
74,
AUG 9, 5U

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DRAINAGE AREA
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NOTE: DA1 INCLUDES DA2 FOR
ALL STORMWATER FL0W OVER
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—y1 D,rret fi on oP
Stor•awatior Flew