SW7060703_HISTORICAL FILE_20200420

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_ -74 o 7a
DOG TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATES
( 7-o _
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
NORTH CAROLINA
Environmental Quality
April 20, 2020
Derby Park Property Owners Association, Inc.
Attention: Mr. Jimmie B. Hicks, Registered Agent
416 Pollock Street
New Bern, NC 28560
Subject: Stormwater Permit No. SW7060703 Renewal
Derby Park VI
High Density Stormwater Project
Dear Mr. Hicks: Craven County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060703 for a stormwater treatment system consisting of a wet
detention pond to serve Derby Park VI located off Elizabeth Ave.in New Bern, NC
expires on October 5, 2020. 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.
To keep this permit active please submit a completed permit renewal application along
with a $505.00 fee for permit renewal. Permit application forms for renewal can be found
on our website at:
tC d c ov ut i i en -mine - a r s n - r l-1 -
rJes' stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit.
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 forms. You can request a copy by e-mailing me at roge�[e-mail].
Sincerely,
1zle- le --
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
DEQ*Washington Regional Office 1 443 Washington Square Mall I Washington, North Carolina 21W
or� 252.446,6481

I,
1
2
3
4
F wArF
IQO Michael F. Easley, Governor
y William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resourrrs
O 'C Coleen H. Sullins, Director
Division of Water Quality
WATER QUALITY SECTION
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
CURRENT PERMIT INFORMATION:
Stormwater Management Permit -Number: SW7060703 DERBY PARK VI
Permit Holder's Name: CaAYTON BROTHERS
Signing official's Name: W. FRANK CRAYTON Title:
(person legally responsible for permit)
Mailing Address: P.O. BOX 12546
City: NEW BERN State: NC _ Zip: 28563
Phone: =) 637-4114 Fax: [phone]
IL NEW OWNER 1 PROJECT 1 ADDRESS INFORMATION:
1. This request is for: (please check all that apply)
X a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please complete Item #5 below)
—A_c. Mailing address change. (Please complete Item #4 below)
d. Other (please expEain):
2. New owner's name to be put on permit: DfR,�Y 4, e� � P ERiY 0WAenV ,G COI'aA if
3. New owner's signing official's name and title:
Title:
4. New Mailing Address: per 46A
city.,ylli R/L _ _._......, State: A c Zip: t2k,5 6
Phone: 0,Sk Fax:( ) av 6 _!Q'� _ o) // 6'
5. New Project Name to be placed on permit:�,�A
Ownership/Name Change-080808 Page 1 of 3

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
i . This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4.. The designer's certification, if required by the permit.
5. A signed Operation and; Maintenance plan, if a system that requires maintenance will
change ownership.
6, Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.'
Current Perrnittee's Certification:
1, _z6WA (Aqyow , attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information andattach not included, this application package will be
returned as incomplete.
Signature: Date: G
New Applicant's Certification: (Must he completed for all transfers of ownership)
I, —A6 attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as i m*t ,J
Signature: &JvIA Date: 8
Mail the entire package to: NCDENR Division of Water Quality
Surface Water Protection Section -- Stormwater
at the Appropriate Contact Address (see the following page)
Ownership/Name Change-080808 Page 2 of 3

ASHEVILLE
WINSTON-SALEM RALEIGH
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MOORESVILLE x
FAYETTEVILLE
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NORTH CAROLINA DIVISION OF WATER QUALITY -
SURFACE WATER PROTECTION SECTION
Central and Regional Office Contact Information
For State Stormwater Permits
c•.S:C,v
WILMINGTON
WASHINGTON
=:Q3 FiC
A REG!)ONAL,
Q0RWV8:9 EREM0N&-O Ei
2090 US Highway 70
I 225 Green Street
610 East Center Avenue/Suite 301
Swannanoa, NO 28778
Systel Building Suite 714
Mooresville, NC 28115
(828) 296-A
Fayetteville, NO 28301-5043
[phone]
HOW & ORW Projects In Counties Above
! (910) 433-33 00
HOW & ORW Pru/ects in Counties Above
! HOW & 0RWPrqer4 in Counties Above
MODMEMM"OPM21REM
-'OFM
�ta"�)O .REMONAI , . .
3800 Barrett Drive
943 Washington Square Mall
127Cardinal Drive Extension
I
Raleigh, NO 27609
Washington, NO 27889
Wilmington, NO 28405-2845
[phone]
[phone]
[phone]
HOW & ORW P 'acts in Counties Above
Coeste! Stomr"fe, NOW & ORW Projects to Counties above
. Coastal StorRmte , HOW & ORW Projects In Countjes Above
585 Waughtown Street
1617 Mail Service Center
70 PAW". plow
Winston-Salem, NC 27107
Raleigh, NO 27699-1617 er de0amo 19�
[phone]
[phone] gf
�s�
HOW & ORW Projects In Counties Above
Phase 2 Post -Construction Projects not covered by local
vernment or 20 coastal counties
OwnershfplName Change-080808 Page 3 of 3

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
TO: Mr. Al Hodge, PE
NCDENR-DWQ
943 Washington Square Mall
Washington, NC 27889
WE ARE SENDING YOU:
LETTER OF TRANSMITTAL
JUL 0 2 2009
DATE: July 1, 2009
REF: Derby Park, Section VI
Craven County, NC
SW Permit #: SW7060703
One (1) original and one (1) copy of the State Stormwater Permit Name/Ownership Change Form; One (1) copy of
the Deed of Transfer; One (1) copy of the Designer's Certification; One (1) copy of the Operation and Maintenance
Agreement; and One (1) copy of the Operation and Maintenance Verification Form; all for the above referenced.
DELIVERY VIA:
® Regular Mail
❑ UPS Overnight
❑ Hand
Cl UPS Ground
THESE ARE TRANSMITTED AS CHECKED BELOW:
® For Approval
❑ For Your Use
❑ Other
COMMENTS:
Enclosures
❑ As Requested
❑ For Bids Due
❑ Federal Express
❑ Other
❑ For Review and Comment
Richard'C. Muni, P.L.S.,
Construction Administrator
Copies To: Crayton Brothers
Mr. Danny Meadows - City of New Bern
RCM/rmh CF (P), LAM
(if enclosures are not as noted, kindly notify us at once)
c2.1.,0"r RCM.Hodge.DerbyParkVI.OwnershipChngPorm.7.l.09
EMAIL ADDRESS: TEXT MESSAGES TO: pailext At bizec.rncom MAPS AND PLANS TO: paidraft(kbizec.rr.com
+ ENVIRONMENTAL ENGINEERING + STORMWATER, WATER AND WASTEWATER SYSTEMS
+ FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS

Jun. 2. 2009 3:58PM SUMR=LL SUGG CH&HART
Hc.13H P, 2/5
NORTH CAROLINA
CRAVEN COUNTY
Tax Parcel # 8-240-H-003, # 8-240-H-001, #5-240-H-OOG and 0-240-H-0014
Revenue Stamps $-0-
II�III I III IIII I�Illll�lliplpllllp Il�lp Ill�lllpl�ll
Image ID: 000001709940 Type: CRP
Kind; PFC0
Recorded: 05/07/2009 at 01:55:57 PM
Fes Amt: $23.00 Page 1 of 4
Revenge Tax: $0.00
Workflow# 0000OM425-0001
Craven, NC
Sherri R. Richard Register of Deeds
BK2817 POV V 1
THIS .DEED, made this 23r0 day of April, 2009, by and between CRAYTON &
COMPANY, a corporation organized and existing under and by virtue of the laws of the State of
North. Carolina, with an office ju Craven County, North Carolina, Grantor; to DERBY PARK
SECTION IV -A PROPERTY OWNERS' ASSOCIATION, INC., a non-profit corporation
organized and existing under and by virtue of the laws of the State of North Carolina, with an office
in Craven County, North Carolina, of Craven County, North Carolina, whose mailing address is
Post Office Box 12546, New Bern, NC 28561, Grantee, is as follows:
WITNESSETH:
That the Grantor its consideration of the sum of TEN DOLLARS ($10.00) and other good
and valuable consideration to Grantor paid by the Grantee, the receipt of which is hereby
acknowledged, has bargained and sold, and by these presents does bargain, sell, and convey unto
the Grantee, Grantee's heirs, successors and assigns (as the case may be), the following described
property, to wit:
SEE EXHIBIT A ATTACHED HERETO AND
INCORPORATED HEREIN BY REFERENCE
Prepared by:
cell, Sugg, Carmichael, Hicks and Hart, P.A.
Attorneys at Law
416 Pollock Street
New Bern, North Carolina 28560
1000_9'Z MGGOOG 'r�s +iaq��l total

Jug. 2. 2009 3:58PM SUMRELL 'SUGG C11HPART
No.13aE P. 3/5
; 000001709941 Type: CAP
:�.8: aEo
BK281 / Pr-662
TO HAVE AND TO HOLD the above described lot or parcel of land and all privileges and
appurtenances thereunto belonging to the Grantee, Grantee's heirs, successors and assigns (as the
case may be), in fee simple forever, subject to the herein mentioned encumbrances, if any.
And the Grantor, for Grantor, Grantor's heirs, successors and assigns (as the case may be),
covenants to and with the Grantee, Grantee's heirs, successors and assigns (as the case may be), that
Grantor is seized of said premises in fee and has the right to convey same in fee simple; that the
same are free from encumbrances except the herein mentioned encumbrances, if any, ad valorem
taxes for the current year (prorated through the date of closing), utility easements and unviolated
restrictive covenants that do not materially affect the value of said premises and such other
encumbrances as may be assumed or specifically approved by Grantee, and that Grantor will
warrant and defend the title to the same against the lawful claims of all persotas whomsoever.
1N TESTIMONY NNIHEREOF, the Grantor has caused this instnuaent to be executed in its
corporate name by its President, aU by order of its Board of Directors duly given, all on the
day and year first above written.
2

9PM SUMRLL SUGG CH&HART
Jun, 2. 2009 3:5
No-7386 P. 4/5
NORTH CAROLINA
CRAVEN COUNTY
Im9ps ID. 000001709942 Type. ORP
Kind. DEED Pape 3 of 4
BK281 ! PG663
I, a Notary Public of Craven County, do
hereby certify that personally appeared before me this day and
acknowledged that he is the President of CRAX')�'QN & COMPANY, a corporation, and
that the foregoing instrument was signed by him for and in its name as the act of the corporation.
WITNESS my hand and notarial seal, this 2-a day of April, 2009.
My Commission Exp , 4Z`�
NOTARYUBLI
7�Al1 Z
3

Jun 2 �009 3:5°PM SUMRRLL SUGG CH&HRRi
No,7386 P. 5/5
EXHIBIT A
110111111110110111111
IMaUs ID: 000001709943 Type: CRP
Kind; DEED
Peps 4 of 4
SK2817PG864
First Tract -PO 9e�Y MK s ,'T jam,
Those parcels or tracts Areal property entitled "Open Space 7.12 acres" and "Open
Space 1.05 acres" on a plat recorded in Plat Cabinet H, Slide 116-C in the Office of
the Register of Deeds of Craven. County, North Carolina, reference being hereby
made to said plat for a' more accurate, detailed and precise description of the
aforesaid tracts.
Second Tract
Those parcels or tracts of real property entitled "Open Space #1" and "Open Space
42" on a plat recorded in Plat Cabinet H, Slide 112-F in the Office of the Register of
Deeds of Craven County, North Carolina, reference being hereby made to said plat
for a more accurate, detailed and precise description of the aforesaid tracts.
4

PARKER & ASSOCIATES, INC. /11aping Horiz7
Consulting Engineers - Land Surveyors - Land Planners
-'{
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
December 31, 2008
Mr. Danny Meadows
City of New Bern
248 Craven St., 3rd Floor Dunn Bldg,
New Bern, NC 28460
RE: Derby Park VI
Pond Certification and
Compliance Report
Permit No, SW7060703
Craven Co., NC
Dear Mr Meadows:
This letter is a follow-up to a similar letter we sent you dated September 17, 2008, concerning the
above referenced project.
The purpose of this letter is to provide assurance to you that the Stormwater Wet Detention Basin
located in the Derby Park VI subdivision was built according to the approved post construction Stormwater
Management Plan.
According to your Pond Inspector, the pond was not built correctly. This statement is not true. 1
have inspected the pond both for final approval and during all phases of construction. The pond was
originally inspected on October 11, 2007. At that time, all the pond dimensions were acceptable and the
vegetated shelf was present. In June of 2008, the City of New Bern's Pond inspector indicated that the
pond did not have a vegetated shelf. On June 17, 2008, 1 performed a follow up inspection. I found, at that
time, that the vegetated shelf was clearly visible. The water elevation during my inspection was
approximately two feet below the designed permanent pool elevation. The vegetated shelf was and had
been "Dry" for some time, due to the lack of rainfall in the New Bern area. This was evident by the fact
that several other Ponds in the Derby Park area were substantially low in respect to water elevation. The
entire pond including the vegetated shelf was constructed within substantial compliance of the approved
plans.
Please find enclosed one copy of the Engineer's Certification Letter that we issued for the pond
construction. The Division of Water Quality requires that we inspect the pond during construction and
certify that it was built within substantial compliance with the plans, which it was. The attached
Certification is our Certification to DWQ and to you.
If you have any questions or need any additional information, please call.
�41%$11Is1 If#1,r
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?•' ,rOF�SSl449-%
fQ l• ,.
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• 14575 r
�&'�i•'y�'GINE •'' P •'
fozr L
xc: Frank Craytorn (wlenclosures)
CF (P)
TMS/mn
c3.TMS, Meadow s.➢crbyPark.V1.PondCenCorop1Report.Str.(12.J 1.08)
Sincerely,
PARKER &. OCIATES, INC.;.,
Jaso A. Houston, P.E
Timothyllf S wart, P.E.
EMAIL ADDRESS: TEXT MESSAGES TO: naitexta-)bizec.rr.com MAPS AND PLANS TO: va id raft@ bizee.rr.com
+ ENVIRONMENTAL ENGINEERING + STORMWATER, WATER AND WASTEWATER SYSTEMS
+ FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS

PARKER & ASSOCIATES, INC.
Consulting Eniliaoers - Land Surveyors - ,Ladd Plaunvvi
300 Now Bridge Stroot + P.O. BOX 97ti
JacksonvUls, NC 28541-0976
1910) 455-2414 • Fax: [phone] i
July 29, 2008
Mi . Al Hodge
NCDENR-Division of Water Qulity
943 Waehinpon Square Mall
Wasl4ngton, NC 27889
RE: Certification of Conhtructiun
Storm%valer Pond
Derby Park V 1
Permit No. SW7060703
aavca C'oimty, NC
Dear Mx. 14o*.
We rxe }providing nvcin the iNuired storrnwaccr system construction vzrtiScatlan.i'or thC;►b%.%re
roferenced project w -shown below.
1, Limp1hy M. 3.1t:wazt, as a duly registctcd Professi(xial bngirieer in the Statc of Nart31 Carolina,
having b=j au+.hOAWA to observe the cAnmuction of the project, .r—)ejtxkark VI-Sto mvr a 'e A d,
Pc- mit ttSk'' (L�7U3 in Crayon Cbunty, hereby state that to the beat of'my abilities, due care and
diligence was uazd in the observation of the pro'cct consintction suuh that 1ho O'anhuuc Lion was observed
t(, have beta built within substtndo comphanec and intent of approved plank.
Please find erwicisrA l original Swimwater 1'ernut Eugincers certifiwivu ci�erklirt.
Sincer(ly,
P.4RKUt & ASSOC WYE8, )NC.
��ES51tt
Timothy M St art, P.3:,� � SEAL IN t
td -5 7.5 'r
PPf/y�, 4 j 4
xc: Mr. ) tnoy Meadows (µ /enclusuirsj �''.�,7rI1111 ,,5
Mr. Drank Craytou
CF (P), LAM
1'MSItru1
r.:,Ty15 Ho4�Fna,hyPu•k4't.tr,rnraaw•.ezn.+,7.7a�Pi
SMAIL ADDRF,%. T%XT MFwAt;CS TOP p2litAt !1h;qSZf-FrjFU MAPS AND MANS 10: �1'l Rll,i aerc•rr.eye�
4 EINWRONMENT1,L F,NC)Nr1PRrNC •1 RTORMWAT911, WATIA AND WASTEWATFA SYS'TRMS,
FFAMISI I'M AND DEVJ:L0PMt:Ns + CLODAL POSITIONING SURVEYS . SUDDI UTON AVD CONMUCTION PLANS
7a EV0VLE9Z5Z BZ'-VT 80R/9T/60

Crayton B"hars - Derby Park VI
Stormwater permit ND. S1/ti1 000703
Designees Cortlfictitlon
I.
T t - , A5 a dul Re istt:red Prafessiwial Engineer :n the StetA of
North Carolina, having Nor, authorized to observe 600 we�klytfull time►) the curlstrucdun of the
project.r I (Project) far r _ __(project Owner)
hereby et6te that tp tha best of my abilities, due care and dillowc-a was used in the observation of ttte project
con.ttruatlon Such that the constwilon was obeaRred to t>o txdlt within aubsi ncF and intent of
ffle approved planet. r
srgt,ature .__ �4F5s1 �
Y
Regmtrabort Number _. _ ► P. ± SE Ai
Cale
Certficalion Requirements; �ti4i,lH1'�p SZr;
1. Ttve dreg n&W area '0 Me sYS*m 00rdacu appraxhMeiy fhe pennrittad acreage.
i. The dralmage area to the system uonfaing no more than the perrmted amount otbunt-upon area.
r 3. All the built -upon area 8660clated wIlh tht ptolect is graded such that fhe rurwfr drWns tU tna
system.
M # 4.. All root drelne am located suctt that Ift rumft is directed into the system.
1 _ 5. The oUtlatlbyppsi ettructure elevetlora ar9 par tti6 approved plan,
_ 6. The oWet ntructure is lotaleld per the approved plans, I
✓ 7. Traoh rack is pravldW an the wVWbypws structure.
8. All elopes are grassed vAlh permanent veget won.
✓ g vegetated hopes era no Ateeper Man 11.
I� 10. The inlets are Ir cetna }per the gpprovad plans ant! do sot Cause enorl-circutting otms systow
't ho permitted amounts of sure aroa a+Vot vuturne have bean prvviaed.
i
✓ _ 12. Reaulred drawtk wn drvices ere correctly slits pw the atpproved plant.
1$ All required d+9'slpn depths are prCvtdad, l
✓ 14 Aii(squired parts or tie ayeuem are provided, Such as a vegetated efrBtf. rdtlr7 a torehny.
15, The required nyatem ntmenslona we provkW per the appmvod plans.
v The; tr,olvidual tote in tnd subdlvillon nave not been doveloped as of uric certification, 1-hp BLIA rs
limited by Ramriuve Covenants and the Nroject Grading is such that all areas drain to the pnnc.
�?[1.r5.UnlsyPih�'4.Aattp+Ccili.?9.Gi)
E0 39Vd 0 Eb0bLE9Z5Z 8Z:bT 800Z/9T/60

1. Footnotes:
t when using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
.II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormmwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below: If a requirement has not been met, attach justification.
Is
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
.•I
e
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right -
of --way.
1. If the basin is used forlsediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) )(does 0 does not incorporate a vegetated filter at the outlet
This system (check one) 0 does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 399 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system. for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
3
When the permanent pool depth reads feet in the main pond, the sediment shall be removed. .
When the permanent pool depth reads
Sediment
Bottom
El, 94.75 �7
__-
on 13.75
--
FOREBAY
3'
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 17.75
Sediment Removal Elevation 1 4.75 75%
--------------------------------------- ----
Bottom Elevation 13.75 25%
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be tninimied to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print named
Addre
Signature:
Date
Note: The legally responsible party should not be a homeowners association unless more than. 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, , a Notary Public for the State of
I h CQ�.�
County of _^ C' do hereby certify that �— CO � r
personally appeared before me this —R day of , �, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
An J. SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of

Operations and Maintenance Verification
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed in the original Operations and Maintenance Agreement. I agree to notify
DWQ of any problems with the system or prior t�any changes to the system or responsible party.
O-3S 0C,( 6-ham
Print name: J92%q y �a2k ]%� /V/t'% ,4. IA5 Lc.
Title: uar �C _
Address:—& & --
Date: G t I - �
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold
and a resident of the subdivision has been named the president.
1, TV e, C • �O�l3�S , a NotaryPublic for the State of
County of m 2 _, do hereby certify that
personally appeared before me this ljN , '�o7 , and acknowledge the due
execution of the forgoing stormwater BMP maintenance requirements. Witness my hand and official seal,
Notary Signature:
' N �011 �S'l • � •'
My commission expires:
Form SWU-102 (Renewal Form) Version 02.16.09 Page 3 of 3

t o�oF \NArFyQG
Michael F. Easley, Governor
Mr. W. Frank Crayton, Partner
Crayton Brothers
PO Box 12546
New Bern, NC 28563
Dear Mr. Crayton:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 5, 2006
U k�A9E tt�`t P CH4i.1CYE� -,J i A0640 10
Subject: Permit No. SW7060703
Derby Park VI
High Density Stormwater Project
Craven County
The Washington Regional Office received a completed Stormwater Application for the subject project on July
6, 2006. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7060703 dated
October 5, 2006 to Crayton Brothers for a wet detention pond to serve the Derby Park VI located at the end of
Elizabeth Avenue in New Bern, North Carolina.
This permit shall be effective from the date of issuance until October 5, 2016 and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems. The issuance of this permit does not resolve any
previous violations of the stormwater rules,for construction without a permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Samir
Dumpor or me at [phone].
QlRoegiona
iSupervisor
Surface Water Protection Section
Washington Regional Office
cc: Parker & Associates, Inc.
Craven County Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: WAS %VAICXVatOrffii3OkV X2 One
943 Washington Square Mall Phonc [phone] NprthCarolina
Washington, NC 27889 Fax f252) 946-9215 ;Vatimally
An Equal Opportunity/Affirmative Action Employer— 50% Recycied110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7060703
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Crayton Brothers
Derby Park VI
Craven County
FORTHE
construction, operation and maintenance of stormwater management systems in compliance with the provisions of
15A NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved by the Division of Water .
Quality and considered a part of this permit for a wet detention pond to serve the Derby Park VI located at the north
end of Elizabeth Avenue in New Bern, NC.
This permit shall be effective from the date of issuance until October 5, 2016 and shall be subject to the following
specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
2 of this permit, the Project Data Sheet.
3. A maximum of 578,310 square feet of built upon area is allowed on this 36.4 acre site.
4. All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements. The final plats for the project will be recorded showing all such required easements, in
accordance with approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.

DIVISION OF WATER QUALITY
PROJECT DATA'
Project Name:
Derby Park VI
Permit Number:
SW7060703
Location:
Craven County
Applicant:
Crayton Brothers
Mailing Address.
PO Box 12546
New Bern, NC 28563
Application Date:
7/06/2006
Receiving Stream:
Bachelor Creek
Classification of Water Body:
C; Sw; NSW
Total Site Area:
36A ac
Drainage area:
36.4 ac
Total Impervious allowed on site:
578,310 sf
Wet Pond Depth:
4.0 ft
Required Storage Volume:
49,976 cf
Provided Storage Volume:
51,962 cf
Required Surface Area:
37,399 sf
Provided Surface Area:
50,032 sf
Controlling Orifice:
3.0 inch @ elevation 17.75 ft

6. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division.
7. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
c. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
r
8. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
a. 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 surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals-
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency 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.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
6. Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from an appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other supporting
documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.

7. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
five years from the date of the completion of construction.
Ill. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with Borth Carolina General Statute 143-
215.6(a) to 143-215.6(c).
The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a request for
an extension along with appropriate application fee.
Permit issued this the 5 th day of October, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fwAlan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060703

Crayton Brothers — Derby Park VI
Stormwater Permit No. SW7060703
Designers Certification
I, as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodicallytweeidy/full time)
the construction of the project,
(Project)
for (Project Owner)
hereby state that to the best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
Signature
Registration Number
Date
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
4. All roof drains are located such that the runoff is directed into the system:
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
Mr. Al Hodge
NCDENR - Division of Water Quality
943 Washington Square Mall
Washington, N.C. 27889
Dear Mr. Hodge:
July 5, 2006
RECE Ea
JUL - 6 2006
DWQ-WARD
Re: Derby Park VI
New Bern, NC
Stormwater Submittal
Please find enclosed the following items related to the stormwater application for the
above referenced project.
- (1) One original and (1) one copy of the stormwater management permit
application form.
- (1) One original wet detention basin supplement form
- (2) Two sets of plans (Sheets 2, 7, and 8 of 9)
- (1) One check 9 45252 in the amount of $420.00 for the application fee.
- Stormwater Narrative
- Engineers calculations
- One (1) copy of Soils Report
If you have any questions or need any additional information please contact me.
Sincerely,
PARKER & ASSOCIATES C.
son A. Houston, E. I.
xC Mr. Frank Crayton w/ Soils Report
CF (P), LAM
JAH/ads
c I .JAtd. Hodge.Itr.7.5.06
EMAIL ADDRESS: TEXT MESSAGES TO: paitextnbizec.rr.com MAPS AND PLANS TO:yaidraft(a�bizec.rr.com
+ ENVIRONMENTAL ENGINEERING + STORNIWATER, WATER AND WASTEWATER SY5'rEIN4S
+ FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS

REGRO ED
JUL - 6 2006
DWQ-WARD MAR 0 2 2006
STORMWATER NARRATIVE DWQ-WARQ
F 1M ' :OIr5
Derby Park VI is a proposed residential development to be located adjacant to the existing
Derby Park Subdivision. Project development will generally consist of the construction of roads,
utilities, storm drainage, erosion control measures and housing.
Stormwater from the project will drain to the wet detention basin that has been designed
to meet state regulations as well as the city of New Bern's requirements that post development
runoff not exceed pre -development runoff.
The drainage area for the wet detention basin consist of 36.4 acres. This area includes all
of Derby Park VI and portions of future sections. The exact layout of these future sections have
not yet been determined, however, the detention basin has been sized to handle a drainage area of
36.4 acres and treat 578,310 S.F. of impervious surface area. As future sections are determined
plans and revised permit application forms will be submitted for review.
For additional information please refer to the stormwater management permit application
form and wet detention basin supplement forms.
JAH/ads
c l .JAH. DerbyllarkNar.1. 16.05

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976 REGEOVED
[phone] + Fax: [phone]
REGEviE0 JUL - 6 2006
MAR 0 2 2006 DWQ-WARD
DERBY PARK VI
DWQ-WARO NEW BERN, NORTH CAROLINA
STORMWATER WET DETENTION POI
ENGINEERING CALCULATIONS
1. AREA
Total Drainage Area
Impervious Area:
Buildings, Drives, and Parking
Future Impervious Area
1,584,695 SF
320,711 SF
257,599 SF
Percent Impervious = Impervious = 578,310 = 36.5 %
Total 1,584,695
2. PERMANENT POND SURFACE AREA
From Chart 4 - Appendix E from D.E.M. Report 87-05, for 85 % impervious,4.0
basin depth with Vegetative Filter Yields SAIDA = 2.36%
1,584,695 SF x 2.36 % = 37,399 SF surface area required
Top of permanent pond elevation is 17.75
Area at 17.75 elevation = 50,032 SF provided
EMAIL ADDRESS: TEXT MESSAGES TO:yaitextnhizee.rr.enm MAPS AND PLANS TO: paidraft(a bizee.rr.com
+ ENVIRONMENTAL ENGINEERING + STORMWATER, WATER AND WASTEWATER SYSTEMS
+ FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS

AkIIew%
3. TEMPORARY DETENTION STORAGE VOLUME
Retain 1" of runoff from, area draining to pond
Use Schueler "Simple Method" from Stormwater Best Management Practices
Manual
RV = 0.05 + 0.009 (1)
RV = Runoff coefficient (inch per inch)
I = Percent Impervious
RV = 0.05 + 0.009 (36.5) = 0.38 inch / inch
Find Temporary Storage Volume
V = (Design 'Rainfall) (RV) (Drainage Area)
= 1 inch X 0.38 inch / inch X 1 ft. X 235,230 SF/Ac
12 in.
= 49,976 CF Required
4. TEMPORARY DETENTION STORAGE VOLUME
Use 1.0 Ft. Temporary Pool
Area at 17.75 elevation (permanent pond) = 50,032 SF
Area at 18.75 elevation (temporary pond) = 53,892 SF
Average Area = 51,962 SF
Storage Vol.= 51,962 SF x 1.0 Height = 51,962 CF provided
51,962 CF provided > 49,976 CF re uired
5. RELIEVE TEMPORARY STORAGE VOLUME IN 2 TO 5 DAYS
Q = Cd A 2gh (orifice equation)

ENG-3
Q = 49,976 CIF - 2 days = 0.31 US
Q = 49,976 CF = 5 days = 0.12 CFS
Cd = 0.60
g = 32.2 fUsec
h = 0.5 average height
For 2 Day Release
Solve For A = Q =
Cd 2gh
Solve for Orifice Diameter, D
A = 0,091051 SF = n R2
R = 0.17024 ft. = 2.04 inch
D = 4.09 inch
For 5 Day Release
0.31 = 0.091051 SF
(0.6) 2(32.2)(0.5)
Solve For A = Q = 0.12 - 0.035245 SF
Cd 2gh (0.6) 2(32.2)(0.5)
Solve for Orifice Diameter, D
A = 0.035245 SF = n RZ
R = 0.105919 ft. = 1.271 inch
D = 2.54 inch
Use 3.0 inch diameter orifice
6. SIZE OUTLET RISER PIPE AND OUTLET PIPE TO HANDLE 10 YR. 1 HR.
STORM
A. Storm Flow
Q = CiA
A = 1,584,695 SF OR 36.4 Ac.
C = 0.6
i = 2.88 in./hr. - 10 year, 1 hr. storm
Q = 0.6 (2.88) 36.4 = 63 CFS

ENG-4
B. Outlet Riser Pipe
Water height before topping pond
21 - 18.75 = 2.25 feet
1. Riser Pipe as Orifice
Q = Cd A 2gh (orifice equation)
Cd = 0.6 (typical value)
h = 2.25
Q = 63
2g = 64.4
Solve For A = Q =
Cd 2gh
63 = 8.72 SF
(0.6) (64.4)(2.25)
Solve for Riser pipe Diameter, "D".
A=8.72SF=TTk2
R = 1.66 ft. = 19.99 inch
D = 39.98 inch
72" CMP OK
2. Riser Pipe as Weir
Water Height before topping pond = 21 - 18.75 = 2.25 feet
Q =
CwL Harz
Cw =
3.33
L =
Length of Weir = 18.85 feet
h =
2.25 feet
Q = 3.33 (18,85) 2.25 312
212 CFS
72" CMP OK

ENG-5
C. Outlet Pipe
1. Check Orifice Equation
Q = Cd A 2gh (orifice equation)
Assume 2-30" CMP
A=n R2=9.82SF
h = Top of pond to center of outlet pipe
= 21.0 - (17.75 + 1.25)=2.0
Q = 0.6(9.82) 2(32.2)(2)
Q = 67 CFS 2-30" CMP, Will handle 10 year 1 hour flow
2. Check Gravity Flow
2- 30" pipe installed at 0.55 %
Use Manning's Equation
Q= 1.49 X A R 2/3 S 1/z
n
2-30"CMP Q=63CFS
2 - 30" CMP OUTLET PIPE
7. 100 Year Flood
Q = CiA
Composite C = 0.6
i ,00 = 4.15 in 1 hr for 1 hour duration flood
A = 36.4 acres
Q = 0.6 (4.15) (36.4) = 91 CFS
Design to handle 100-yr flood through riser and outlet pipes prior to topping pond

ENG-6
A. Riser Pipe
As calculated before, 72" Riser Section can handle 200 CFS as Orifice
and 212 CFS as a weir, therefore is OK to handle 100 year 1 hour flow of
91 CFS
B. Outlet Pipe
As calculated before, the 2 - 30" outlet pipe can handle 63 CFS flowing full
and will accept 67 CFS as an Orifice.
Therefore, emergency spillway is shown to handle flow of 100 year storm
or if outlet pipe becomes clogged.
8. Forebay Volume
Main Bay Area at Elevation 17.75 = 39,232 SF
Main Bay Area at Elevation
Bottom of Vegetative Shelf 16.08 = 29,602 SF
Average Area = 34,417 SF
Volume = 34,417 SF X 1.666 Ft. = 57,339 CF
Main Bay Area at Elevation 16.08 = 29,602 SF
Main Bay Area at Elevation
Bottom of Pond 13.75 = 23,361 SF
Average Area - 26,482 SF
Volume = 26,482 SF X 2.33 Ft. = 61,703 CF
TOTAL MAIN BAY VOLUME 119,042 CF
Forebay Area @ Elevation 17.75 = 10,400 SF
Forebay Area @ Elevation 13.75 - 5,936 SF
Average Area - 8,168 SF
Volume = 8,168 SF X 4 Ft. = 32,672 CF

ENG-7
Forebay Volume shall contain approximately 20% of the total permanent
pond volume.
Permanent Pool Volume =
Forebay Volume =
Mainbay & Forebay = 119,042 CF + 32,672
CIF =151,714CF
32,672 CIF
FOREBAY VOLUME 1 PERMANENT POOL VOLUME
= 32,672 CIF 1,151,714 CIF = 21.5 % O.K.
C2.JAH.Derby Park VI.CAL.01.06

/zon- .1 n 6J?(,,I'/ G� llr lll�I 11
1073-1 Gregory Fork Road
�,�
Richlands, NC 28574
Phone [phone]
Fax [phone]
JUL - b c11U6
[e-mail]
........................................................
®WQ-WAR®
June 26, 2006
Jason Houston
Parker & Associates
P4 Box 976
Jacksonville, NC 28540
Ref: Derby Park VI
Dear Mr. Houston,
A site evaluation was conducted on a tract of land located in the New Bern area of
Craven County. The site is known as Derby Park VI, and is located on Saratoga
Lane. The current laws and rules of NC were used as a guide for this
evaluation.
The purpose of this evaluation was to determine the depth to the seasonal water
table for the purpose of storm water planning. This evaluation was performed
with hand auger borings across the project site. The borings were located with
sub -meter GPS and referenced to iron stakes found along Saratoga Lane.
A soil boring log is attached to this document and describes the soils to a depth of
three feet below the existing ground surface. Several abbreviations are included
in this log, and the following table has been provided to clarify:

Texture
LS= Loamy Sand
SL= Sandy Loam
SCL= Sandy Clay Loam
CL= Clay Loam
SC = Sandy Clay
C= Clay
Structure
Gr= Granular
SBK= Subangular Blocky
ABK= Angular Blocky
M= Massive
Mineralogy
NS= Non -Sticky
SS= Slightly Sticky
VS= Very Sticky
FR= Friable
FI= Firm
VFl= Very Firm
EXFI= Extremely
Firm
NP= Non- Plastic
SP= Slightly Plastic
VP= Very Plastic
NE= Non -Expansive
The column on the log titled soil wetness describes the depth to the apparent soil
wetness condition derived by the presence of soil cbToma of 2 or less from the
Munsell Soil Color Chart.
Enclosed is a map that shows the locations of the auger borings.
All permits will be issued by the State of NC, and are subject to all rules of the
county and state. The findings are based on the conditions of the site at the time
of evaluation, and any alterations may adversely impact the results.
All data was collected with GPS with accuracy of approx 2'.
If you have, any questions please feel free to contact me at 910-330-2784_ Thank
You.
Sincerely,
Itl
R Haywood Pittman 1I
NC Licensed Soil Scientist
e;-cj
L S
AITC'�'��
Cry ` t+z•rr��
] 2b2
G �Ot?TH C �

AUGER BORINGS OF DERBY PARK VI
BORING 2
DEPTH TEXTURE STRUCTURE MINERALOGY MATRIX MOTTLES
0-3"
SL
GR
VFR
2.5Y311
NONE
3-6"
SL
GR
VFR
2.5Y614
NONE
6-12"
SCL
wmSBK
FR. NE
2.5Y6/4
2.5Y5/4
10YR518
12-18"
CL
wmSBK
FI, SS,SP
2.5Y614
2.5Y514
10YR518 2.5Y612
1"8"
CL
SBK
FR, NE
2.5YR518
10YR4/8
2.5Y611
38-60"
SCL
SBK
FR, NE
2.5Y6/3
2.5Y616
2.5YR518
SOIL WETNESS @ 18"
BORING 8
DEPTH TEXTURE STRUCTURE MINERALOGY MATRIX MOTTLES SOIL WETNESS
0-18" SL GR NS. NE 2.5Y311 NONE
18-48" SCL wmSBK -NS, NE 2.5Y3/1 2.5Y611 >12"
STATIC AT 20"
BORING 11
DEPTH TEXTURE STRUCTURE MINERALOGY MATRIX
0-6"
SL
GR NS. NE
2.5Y313
6-28"
CL
M VFI,VS,VP
1DYR5/6
28-45'
SCL
SBK FI,SS,SP
2.5YR518
45-4V'
SCL
wmSBK FR, NE
2.5Y6/3
SOIL WETNESS @ 14"
VEGETATION PRESENT IN PROJECT AREA
WHITE OAK RED OAK SWEET GUM
BEECH RED MAPLE RED BAY
DOGWOOD BLACK CHERRY
LOBLOLLY PINE RED MAPLE
AMERICAN HOLLY GIANT SWITCH CANE
MOTTLES
NONE
10YR5/8 2.5YR5/8
2.5Y611 10YR516
NONE
T i
4.� .. rFyZ•:_�ro7
� � ORTH c
2.5Y6/1

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March 3, 2006
Parker & Associates, Inc.
Attn', Jason Houston, E.I.
306 New Bridge Street
Jacksonville, North Carolina 28541-0976
Michael F. Easley. Governor
William G. Ross Jr., Secretan-
North Carolina Depanment of Environment and Natural Resources
SUBJECT: Stormwater Application for Derby Park VI
Dear Mr. Houston:
Alan W. Klimek. P.E. Director
Division of Water Quality
This office received a stormwater permit application for the subject project on March 2, 2006. A
preliminary review of your project indicates that the application package is incomplete. The following
items are needed to make the package complete:
$420 check
signature by owner on page 4 of application
2 sets of plans
_ narrative
supplement (wet detention, infiltration basin
system, underground infiltration trench)
signature by owner on supplement form
. ,'soils report
low density, curb outlet system, off -site
We are returning the entire package to you. Once the package is complete you may resubmit.
You should also be aware that the Stormwater Rules require that a 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.
If you have any questions, please feel free to contact me at [phone].
Sincerely,
Della Robbins
DWQ Administrative Assistant
cc: WaRO
North Carolina Division of Water Quality Internet: www.ncwaterqualin•.ora
943 Washington Square Mall Phone [phone]
Washington, NC 27899 Fax [phone]
NorthCarolina
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An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

FEE FE3-
I1AIR 0 3 2GFINANCIAL RESPONSIBILITYIOWNERSHIP FORM 3 /310(
SEDIMENTATION POLLUTION CONTROL ACT
�►��!�. r.ar rAn
No person [may �titiatePany Hand -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, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blank.)
Part A.
1. Project Name DERBY PARK VI
2. Location of land -disturbing activity: County CRAVEN City or Township NEW BERN
Highway/Street ELIZABETH AVE , Latitude N 350 07' 44" Longitude W 770 06' E CC E �' T
� L;' L
3. Approximate date land -disturbing activity will commence: FEBRUARY 2006
4. Purpose of development residential, commercial, industrial, institutional, etc.): RESIDENTIAL MAR a 3 2006
I
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 22.4 Acres
LAND QUALITY 5EC i
6. Amount of fee enclosed: $ 1150.00 The application fee of $50.00 per acre! r i �T% REGIONAL 0
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 control issues arise during land -disturbing activity:
Name FRANK CRAYTON E-mail Address
Telephone [phone] Cell # nla Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
CRAYTON ASSOCIATES PARTNERSHIP 252-637-4114 252-637-4043
Name Telephone Fax Number
P.O. BOX 12546 2300 CENTER AVE.
Current Mailing Address Current Street Address
NEW BERN NC 28563 NEW BERN NC 28561
City State Zip City State Zip
10. Deed Book No 1205 Page No. 634 Provide a copy of the most current deed.
Part B.
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):
CRAYTON ASSOCIATES PARTNERSHIP NIA
Name E-mail Address
P.O. BOX 12546, 2300 CENTER AVE.
Current Mailing Address Current Street Address
NEW BERN NC 28563 NEW BERN NC 28561
City State Zip City State Zip
Telephone [phone] Fax [phone]

"%4-•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:
Ti'
Current Mailing Address
City State
Telephone,
E-mail Address
Current Street Address
Zip City State Zip
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
Current Mailing Address
City
Telephone
E-mail Address
Current Street Address
State Zip City State Zip
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.
T e or p Title or Authority
l�l$/Oo
Signafure Date
-----------------------------------------------------------------------------------------------------------------------------------
A- —
1, U 1 , a Notary Public of the County of Uf l 61 OW
State of North Carolina, hereby certify that �� 11 —6n appeared
personally before me this day and being duly sworn acknowledgeb that the above form was
executed by him.
Witness my hand and notarial seal, this day of , 24 Q
....
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,p �, ;.•`V My commission expires QS . z00(,o
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