SW7121216_HISTORICAL FILE_20200826

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7z2 & Z,&
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEo`g�(e
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN NORTH CAROLINA
Director EovtronmentdQ . .
:August 26, 2020.1 .
Coastal Piedmont Developers, LLC
Attention: Mr. Donald Lawrence, Manager
803-A East Main Street
Havelock, NC 28532
Subject: Stormwater Permit Renewal • '
Stormwater Management Permit SW7121216
King Creek at Cherry Branch';
Craven County
Dear Mr. Lawrence:
A Division of Energy, Mineral, and Land Resources file review -has determined that
Stormwater Permit SW7121216 for a stormwater treatment system consisting of a wet: r
detention pond and level spreader serving King Creek at, Cherry. Branch expires,on
February 1, 2021. This is a reminder that permit reh6wal'applicati6ns are,diie 180:days
prior to expiration. We do not have a: record of receiving a eenewal'application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at: I '
ht s de nc ov/ab6u divisions a er
tR ,L/ tI g t/ �gy-mineral-land-resources/energ)•-mineral-land-'
rules/stormwater-1rogra post -construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this, property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you.' If you would like, I can e-mail you a copy of the
application form. You can 'request a copy by e-mailing me at roger.thorpe* (WricdenrJov:;
Sincerely,
Roger K. Thorpe
Environmental .Engineer
North Carolina Department of Envlronmental Qualtty I Division of Energy, Mineral and Land Resources
LLL!ll��� Washington Regional Offtce 1943 Washington Square Mail I Washington; North Carolina 27869 '
252.946.648E _ ..

Bobby Billingsley
From: Dunn, Carl <[e-mail]>
Sent: Friday, January 31, 2020 1:50 PM
To: Bobby Billingsley
Subject: RE: [External] King Creek Stormwater Minor Permit Modification - SW7121216
Attachments: SPF7-Permit-Minor-Mod-Form.docx
1RECEIVED FEB 0 5 2020
Bobby,
You can send in the items that you have listed in your email below. I will ask that you fill out as much as possible, the
Minor Mod form that I have attached to the email for our records for the computer system. You can mail everything
addressed to me. There is no charge.
Thanks,
Ca rl
From: Bobby Billingsley[maiIto:[e-mail]]
Sent: Friday, January 31, 2020 12:31 PM
To: Dunn, Carl <[e-mail]>
Subject: [External] King Creek Stormwater Minor Permit Modification - SW7121216
Carl I need to do a minor modification on the stormwater permit for King Creek Subdivision, SW7121216. In summary,
we have lost a few lots and need to update and revise the HD Deed restriction table. The overall lot impervious won't
change, just need to do a revision to it. Can I just send in a narrative letter and new HD Deed Restriction Form on this?
think this is what I've done in the past. Also, who should this be sent in to? Samir?
Also, this is a no $ modification change, correct? Please advise if there is an application fee.
Thanks,
Bobby Billingsley, PE
[e-mail]
ThomasEneineerinePA.com
THOMIAS est 1983
ENGINEERING, PA
Phs. Address: 1316-B Commerce Drive
New Bern, NC 28562
Mail Address: PO Box 1309
New Bern, NC 28563
Office: 252.772.8011
Mobile: [phone]
Fax: [phone]

MEMO
O
- DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan: 3
State of North Carolina [� /
Department of Environment and Natural Resource 'F•"" V
EUD
Division of Water Quality
DEC 2 1 2012
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Dus form may be photocopied for use as an original ` ® �j
I. GENERAL INFORMATION D • Y' Q— Y Y��/riR`:...'
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
King Creek at Cherry Branch
2. Location of Project (street address):
Off of Cherry Branch Drive (SR 1847)
City:Near Havelock, NC County:Craven - Township #5 Zip:28532
3. Directions to project (from nearest major intersection):
From the intersection of SR 1847 (Cherry Branch Drive) and SR 1848 (Maritime Court), travel south on
SR 1.847 750 feet. Access to the project site will be on the left.
4. Latitude:34° 55' 39" N Longitude:76* 48' 6" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 49 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:N/a
Form SWU-101 Version 14Ma}2010 Page 1 of

I

III. CONTACT INFORMATION
a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Coastal Piedmont Developers, LLC ✓ CA3,
Signing Official & Title:Donald G. Lawrence, Managing Member Owner ckuf64bri zej .
b. Contact information for person listed in item 1a above:
Street Address:803-A East Main Street
City:Havelock State:NC Zip:28532
Mailing Address (if applicable):Same as above
Phone: 1(252 ) 447-1529 Fax:
Emafl:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Brvan, LLC
Signing Official & Title:Ray Bryan, Member Manager
b. Contact information for person listed in item 2a above
Street Address:n/a
City:n/a State:n/a Zip:n/a
Mailing Address (if applicable):PO Box 12207
City:Roanoke State:VA Zip:24023
Phone: ( ) contact by email
Email:rbryan@securi!yscale.com
Fax: ( ) contact by email
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Thomas Engineering, PA
Signing Official & Title:Iohn G. Thomas, PE - Project Engineer
b. Contact information for person listed in item 3a above:
Mailing Address:PO Box 1309
City:New Bern
Phone: (252 ) 637.2727
Email:[e-mail]
4. Local jurisdiction for building permits: Craven County
State:NC Zip:28563
Fax: (252 ) 636.2448
Point of Contact:Shelton Toler, Craven Co. Insp. Phone #: (252 ) 636.4987
1
Form SWU-101 Version 14May2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
wet detention basin network.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Neuse River bas7rea:2
4. Total Property Area: 58.50 acres 5. Total Coastal Wetlands u/ acres
6. Total Surface Water Areaacres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:55.76 acres
Total project area shall be calculated to exclude the followin the normal pool of impqoun�ded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NM line or Mean High Water
(MH[M line, and coastal wetlands landward from the NHW (or MH V) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
sS76 a<
be included in the total project area. 4��
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100i=18 % �S
/ 9
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed:en/gineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area
HD
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
King Creek
Stream Class *
SA; HQW; NSW
Stream Index Number *
27-120
Total Drainage Area (so
1,943,451
Z ac
On -site Drainage Area (so
1,943,451
Off -site Drainage Area (so
0
Proposed Impervious Area** s
�44Q74i
lo, 12 uc
Impervious Area** total
22% _`�J
z�• 2/
i�I
Impervious- Surface Area
Drainage Area
HD
Drainage Area _
Drai age Area —
Drainage Area —
On -site Buildings/Lots(so
338,000
528,0ctq
On -site Streets (so
122,744
On -site Parkin (so
Included Above
On -site Sidewalks (so
0
Other on -site (so
0
Future (sf)
0
Off -site (so
0
Existing BUA*** (so
0
Total (so:
440,744
S07
Sce Harr
1�
* Stream Class and Index Number can be determined at: luttp.Vlportal.ncde)tr.or vebhoq&slcsu/classificatimus
Form SWU-101 Version 14May2010 Page 3 of

** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/a
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httD://Dortal.ncdenr.ore/web/wa/ws/su/bmo-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available fromhttp://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. Thecomplete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http:/ / portal.ncdenr.org/web/wq/ ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package fromhttp://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. 1191.6
✓ 2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants 4t�d
Form. (if required as per Part VII below)
✓ 3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http:/ /www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
t/ 6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
1/ 7. Sealed, signed and dated calculations.
V 8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
✓ a. Development/Project name.
✓ b. Engineer and firm.
✓/ c. Location map with named streets and NCSR numbers.
�v d. Legend.
e. North arrow.
✓ f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
✓ structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
Form SWU-101 Version 14May2010 `Page 4 of 6
/LLB
4t-ff
for 0e,f,p
"ee,O -

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify Ld
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].) !'�
✓ 10. A copy of the most current property deed. Deed book: 1909 Page No: 471 /' V111. For corporations and limited liability corporations (LLC): Provide documentation from the NC lj�k
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hft://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://portal.ncdennorg/web/wq/ws/su/statesw/forms does. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:lohn G. Thomas, PE
Consulting Firm: Thomas Engineering, PA
Mailing Address:PO Box 1309
City:New Bern
Phone: (252 ) 637.2727
Email:[e-mail]
State:NC Zip:28563
Fax: (252 ) 636.2448
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) See attached Authorization certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item 1a) with (print or hjpe name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 14May2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of County of
do hereby certify that personally appeared
before me this 2 a and a cn0 e the due execution of the application for
a stormwater permit. Witness hand,and official seal, r
urwyy� ! i THpti-VOID
SE
dOTA)?V' oz
_ AUBOCO `
t My commission expires
X. APPLICANT'S CERTIFICATION
or type name of person listed in Contact Information, item la) Donald G. Lawrence. Manager - Coastal Developers,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenan will be recorded, and that the proposed project complies with the requirements of the
applicable stormwat les u er 1540 CAC 2H .1000 and any other applicable state stormwater requirements.
Signature: xq��� Date: 1427
L a Notary Publics f the�Sttaate of �OH A vJ3County of
t741 �) —do hereby certify that A1Q}'yj (agQ04/ (/L<>.II' .IA e personally appeared
before me this day of�t3W, and knowledge the due execution of the application for
a stormwater permit. Witness my hand and official
THO;
�OTA1�
SAuB%
N'."EN C0.:;P.0
SEAL
My commission expires ! • .G
Form SWU-101 Version 06Aug2012 Page 6 of

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Email: shelton [e-mail]
Websitc http://portal.ncdenr.org/web/wq/ws
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties
►A Please consider the environment before printing this email.

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME:
S:IWQSISTORMWATERIEXCELSPREADSHEETSIPONDI121216
PROJECTMSW7
121216
REVIEWER: Samir
Initial Run Date January 31, 2013
PROJECT NAME:
King Creek at Cherry Branch
_
Last modified 31 Jan-13
Receiving Stream:
King Creek
Class: SA HOW NSW
Drainage Basin:
Neuse
Within 1/2 mile Y Y or N
Index No. -93.00
Site Area
58.80
acres
f'
(DDrainage Area
square feet
DA Area
44.62 acres
1943451.00
2008
Rules- "2008" or "Ph2"
IMPERVIOUS AREAS - BUA
Runoff C
Buildings
318000.06 square feet
1
user input rec
Street
122744.00 square feet
0.98
formula
SW
square feet
0.95
Future
square feet
Offsite
square feet
77
Other
square feet
[BUA at diff. DS®
Isquare feet
TOTAL
440744.00 square feet
SURFACE AREA CALCULATION (with added DA and BUA at different design storm)
i
Overall % Impervious
22.68%
SAIDA Ratio
Average Design Depth
4 feet
Req. SA
39667 sf
TSS, 65 or 90:
90 %
Prov. SA
52319 sf
Drainage Aream
BUA
Post development Rv=
Old BUA Design Storm
Old BUA Design Volume
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches)
Predevelopment Rv value
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
2008 Design Volume 115695 cubic feet
Phase 2 Design Volume 115695 cubic feet
Required Volume
Top of Sediment
Bottom of Shelf
Permanent Pool
Top of Shelf
Temporary Pool
Volume met at elev
Vol. Prov. at TP
Average Head
Flow Q2, cfs
Flow Q5, cis
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Q
Orifice flow<lyr24hr 7
115695
cf
mat........
mat ........
mat........
met........
msl........
msl
cf
2.00
6.00
6.50
7.00
8.50
8.96
122011.50
NOAA chart
0.05 it no existing BUA
is feet
is feet
. Pool Volume=
Forebay Volume=
ded Volume=
feet
cfs
cfs
orweir HxW
days
NOAA chart @
unitless
Q2 Area 25.61
Q5 Area 10.25
Orifice Area lfg7 •
Avg. Flow Q= 0.328
in x
'# of end contractions, N =
discharge coefficient, C -=
Effective weir length, L =
sq. inches
sq. inches
sq. inches
cis
3.33
0.00

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(Plage' 1 of 4)
�ECEoVE
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DEC 2 1 2012
Craven MC - Dooanent Stair
NORTH CAROLINA B n o p Beck' Thwwn, Resister of Deeds
®
CRAVEN COUNTY gQ—V \j/cjR® B* 05/02/2002 Tire 13=59M 1 of 4 Pss
W 2002--M44244
Tax Parcel No. 5-.006-001-A Book 174 447 Pase 471
Fee Art : 23.00
Excise Tax: .00
THIS DEED is made and entered into this I b�— day of a a . I ,
2002, by and between RAYMOND H. BRYAN, JR. AND wife, DEBORAH A. BRYAN,
of 8013 East Lynchburg, Salem T umpike, Lowery, Virginia 24570, Grantors, to BRYAN,
LLC, a Virginia limited liability company, of 2401-C Plantation Road, Roanoke, Virginia
24012, Grantee:
Work Floc No: "W000%881
WITNESSETH:
That said Grantors for and in consideration of the sum of Ten Dollars ($10.00) and
other good and valuable consideration to them paid by the Grantee, the receipt of which is
hereby acknowledged, has bargained and sole; and by these presents does bargain, sell and
convey unto the Grantee, its heirs and assigns, the following described property, to wit:
All of that certain tract or parcel of land lying and being
situate in Number Five (5) Township, Craven County, North
Carolina, described in a certain deed from Joel H. Davis and
wife, Mary D. Davis, to Hughrena MacDonald containing 77
acres, which deed is recorded in Book 767 at Page 564 in the
Office of the Register of Deeds of Craven County, to which
reference is hereby made and incorporated herein by
referenced, saving and excepting from said conveyance so
much of the parcel of land previously conveyed as follows:
Deed to Raymond H. Bryan and wife, Jeannan A.
Bryan recorded in Deed Book 945 at Page 817 in the
Office of the Register of Deeds of Craven County.
i .. ;.!3 !: ! iHook 1909, Page 472, rile Nomb.

(Page 2 of 4)
2. Deed to R. Carberry and wife, Mabel C. Carberry,
recorded in Deed Book 991 at Page 553 WtWQfM Ties 13159003 2 of 4 Pss
of the Register of Deeds of Craven Cou*.200i2-M44244
Bodo 19V744Pace 472
3. Deed to Jerry Lee Foster and wife, Ruth Bryan Foster,
Recorded in Deed Book 1855 at Page 34 in the office
of the Register of Deeds of Craven County.
4. Deed of Easement to Vernon E. B. Bryan and wife,
Amelia P. Bryan, recorded in Book 1284 at Page 1090
in the Office of the Register of Deeds of Craven
County.
Said conveyance is subject to:
1. The right of way of ingress, egress and regress, across
and upon a 60 foot wide roadway designated
Hughrena MacDonald Trail as shown on a map
entitled "Survey for Jerry Lee Foster and wife, Ruth
Bryan Foster," which said map was prepared by
James C. Simmons and Associates, Professional Land
Surveyors, dated August 2, 2001 and which map is
recorded in the Office of the Registered of Deeds of
Craven County in Plat Cabinet G, Slide 128F.
2. Right of way and easement granted to Raymond H.
Bryan and wife, Jeannan A. Bryan, which is recorded
in Book 945 at Page 817 in the Office of the Register
of Deeds of Craven County.
Right of way and easement to George Carberry and
wife, recorded in Book 919 at Page 553 in the Office
of the Registered of Deeds of Craven County.
4. Right of way and easement to Vernon E. B. Bryan and
wife, in Book 1294 at Page 1090 in the Office of the
Register of Deed of Craven County.
5. Right of way and easement to Jerry Lee Foster and
wife, Ruth Bryan Foster, recorded in Book 1855 at
Page 34 in the Office of Register of Deeds of Craven
County.
2
Hook 1909. Face 471, File Number

(Page 3 of
The Grantee, its heirs and assigns agree that no more than
three (3) dwellings shall be constructed or pla ZW2 Time 13159:03 3 of 4 Pse
parcel herein contained within twenty (20) year�°6'%*44
of this deed. Book 1949 Pace 473
To have and to hold the aforesaid tractor parcel of land and all privileges and
appurtenances thereunto belonging to the Grantee, its heirs and assigns, in fee simple
forever subject to the hereinabove mentioned encumbrances, if any.
The said Grantors, for themselves, executors and administrators, covenants to
and with said Grantee, its heirs and assigns, as they are seized of said premises in fee
and have the right to convey the same in fee simple; that the same are free from
encumbrances except hereinabove mentioned encumbrances, if any; and they will
warrant and defend the said title to the same against the lawful claims of all persons
whomsoever.
IN TESTIMONY WHEREOF, the Grantors have hereunto set their sands and
adopted as their seal the typewritten word "SEAL" appearing beside their names the
day and year first above written.
/ �/ V9
VYMOND
3
Hook 1909, Paae 471, rile xamnar

(Page 4 of
Gate 05/02/2002 Time 13'59:03 4 of 4 PBS '
Not 2002-00044244
Bw* 1909 Page 474
COMMONWEALTH OF VIRGINW )
) to -wit:
CITY OF ROANOKE )
a Notary Public of the aforesaid City
and State; do hereby certify that RAYMOND H. BRYAN, JR., personally appeared before
meanowledged the due execution of the foregoing instrument.
my hand and no%NOTAR
j day of I'1 1 2002.
LIC
COMMONWEALTH OF VIRGINIA )
to -wit:
CITY OF ROANOKE )
I, �F�-I Erl allotary Public of the aforesaid City
and State, do hereby certify that DEBORAH A. BRYAN, personally appeared before me
and aclmowledged the due execution of the foregoing instrument.
my hand and no al cal, this 1' as of f�Y(Jn i .2002.
NOTARY PUbLIC
Grantee's Address:
2401-C Plantation Road
Roanoke, Virginia 24012
Sr•re of North Caroline, Crave t
I he foregoing oedlfrcate(s) _
Is rare) cenhled to he correct. This Instru F err was
reclstrallon this day and hour and duly recorded
Resister of Deeds of raven County, NC M
day 91 A D., 20a 2
tgister �fleels Dap ..
41
I I , . . .41 .1 '.`1 'i=ELk 1909. Pace 471, Pila K=bea

4orth Carolina Secretary of State
11/29/12 11:41 AM
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 11 /29/2012
ick here to:
ew Document Filings I File an Annual Report
J Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report i
Corporation Names
Name Name Type
NC COASTAL PIEDMONT LEGAL
DEVELOPERS, LLC
Limited Liability Company Information
SOSID:
0846194
Status:
Current -Active
RECED
Effective Date:
5/15/2006
Annual Report Due Date:
DEC Z 2i
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
1/1/2060
®\ j� /P1 \ A
Y Y Q—V Vh
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
LAWRENCE, DONALD G
Office Address:
803-A EAST MAIN STREET
HAVELOCK NC 28532
Mailing Address:
803-A EAST MAIN STREET
1-IAV51_OCK NC 241532
P.-+�, cip�l OPPico
Ol�,00 Add�'o Y:
tl09-A EAE"r MAIN BTF2Cl3T
MAV CLOCK NC 20632
Mo,,,�p Addeo ��:
NU3-A EA$-r MA,N-3TRL=L=T
MAV FLOCK NC 23632
O PPIcor6
Tloo:
MANAO,NO M6MOL�R
Neme:
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OONALO O. LAW R�_NGF
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THOMAS ENGINEERING, PA
CIVIL ENGINEERINGel AND DRVELOPMTNT.PROJECT &1h,/E D
OWNER'S AUTHORIZATION FORM DEC 2 1 2012
I, Ray Bryan (name), having OWNERSHIP rDWQ—WAR o
_Kine Creek at Cherry Branch (project); hereby offer AUTHORIZATION for
_Coastal Piedmont Developers, LLC (name) to access and obtain permits
for the entire site extent (58.35 ac +/-) (area) of the above referenced project.
Signature
Date
/� c
l, I, Jc_K¢� lgrrpglla.,,, , allotary Public of the 60thit of
State of-Nerth-Cm'u ina, hereby certify that appeared
personally before me this day and being duly sworn ackn wledged that the above form
was executed by him.
Witness my hand and notarized seal, this--,,)3 Y4 day off 20 12�
N t'ary
My commission expires-a8'/ 3
`,I I I I'W ,,',
SEAL cGg.6RzG,
.O
�J�'•NOTTRy
PUBLIC
it [ AEG. "227936 * =_
Noy coA.WISSION
EXPIRES :• Q' C
401 Howell Road.P.O. Box 1309.New Bern, NC 28563
Phone: [phone].F=: [phone].Websiie: ThomasEngineeringPA.com

1%

THOMAS ENGINEERING, PA
CIVIL ENGINEERING•LAND
To: NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Attn: Amy Adams
Re: Stormwater Permit Application
King Creek at Cherry Branch
Havelock, Craven County
2011-021
Dear Amy,
MANAGEMENT
December 21.2012
rn E 1.V EEZD
DEC 2 1 2012
Please find enclosed the revised State Stormwater permit application for the above referenced
project. The application package has been revised as agreed upon with our office and Scott
Vinson. Enclosed items include an (1) original and one (1) copy of the application form, two (2)
owner authorization forms, two (2) wet detention basin supplements, two (2) level spreader &
filter strip supplements, two (2) notarized operation and maintenance agreements for all BMPs,
two (2) copies of the High Density Residential Subdivision Deed Restriction form, two (2) copies
of the deeds, two (2) Department of the Secretary of State printout, two (2) copies of the
Engineering plans, one (1) copy of the Engineering report, two (2) copies of the SHWT Report,
and one (1) check for $505.00 (Check No.10488) for the permitting application processing fee.
This project is site grading, water line, storm drainage, and stormwater pond, spreader, and filter
strip construction for a proposed 90 lot residential subdivision. Total site area is 58.50 acres.
This is a proposed high density project, with proposed impervious areas and project stormwater
flowing through a pond, level spreader, and filter strip network.
Please review and email me if you need anything further. To maintain our schedule, we have
chosen not to Express Revew this project, with the understanding from Scott Vinson that the
project will be reviewed by the end of January, and hopefully able to be permitted shortly
thereafter. if you have any questions or concerns, please advise.
Thank you,
AeORY
Bobby Billingsley, PE
[e-mail]
Enclosures
EEENED
DEC 2 1 2012
401 Howell Road.P.0. Box 1309.New Bern, A
Phone: [phone].F=: [phone].glebsite: Thom D %� /Q_, p ARO
II �v Vv
L� _

ggi�,THOMVIAS ENGINEERING, PA
CIVIL ENGINEERINGeLAND DEVELOPMENT*PROJECT�MANAGEMENT
November 29, 2012 R `. "''"'' � V E D
Re: Soil Evaluation for Stormwater Facilities Design DEC 2 1 2012
King Creek at Cherry Branch Subdivision, Phase One
Havelock, NC DWQ_e A A O
2.
Stormwater Pond #1: On October 10, 2012, a hand augured soil boring was
made to a depth of 60 inches below ground level (approximate elevation 9.50 ft)
in natural soils in close proximity to the proposed stormwater wet detention pond
for the referenced project for the purpose of determining the seasonal high water
table. This information is needed for the design of the permanent pool level
elevation of the proposed stonnwater wet detention pond for this project. The soil
type encountered appeared to be consistent with Croatan muck (CT), which is
nearly level and very poorly drained and is located on broad flats and in
depressions on uplands. This soil type also coincides with the mapped soil for
this area as shown in the "Soil Survey of Craven County, North Carolina" as
prepared by the US Department of Agriculture -Soil Conservation Service. The
bore hole was left open and day to day monitoring indicates the current water
table to be at a depth of approximately 30 inches (Ground Elevation at Bore
measured at 9.50') below the existing ground surface. Therefore and for the
purpose of this application, we find that the seasonal high water table is at
approximate elevation of 7.00 feet.
Stormwater Pond #2: On October 10, 2012, a hand augured soil boring was
made to a depth of 60 inches below ground level (approximate elevation 7.50 ft)
in natural soils in close proximity to the proposed stormwater wet detention pond
for the referenced project for the purpose of determining the seasonal high water
table. This information is needed for the design of the permanent pool level
elevation of the proposed stormwater wet detention pond for this project. The soil
type encountered appeared to be consistent with Croatan muck (CT), which is
nearly level and very poorly drained and is located on broad flats and in
depressions on uplands. This soil type also coincides with the mapped soil for
this area as shown in the "Soil Survey of Craven County, North Carolina" as
prepared by the US Department of Agriculture -Soil Conservation Service. The
bore hole was left open and day to day monitoring indicates the current water
table to be at a depth of approximately 18 inches (Ground Elevation a
measured at 7.50') below the existing ground surface. Therefore and
purpose of this application, we find that the seasonal high water t
approximate elevation of 6.00 feet.
This report prepared by John G. Thomas, PE.
401 Howell Road.P.0. Box 1309.New Bern, NC 28563
Phone: [phone].F=: [phone].1Vebsite: ThomasEngineeringPA.com