SW7061211_HISTORICAL FILE_20111220

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ . COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

J.S. JANOWSKI
ENGINEERING, PA
Low Density Supplement - Allowable Built Upon Area
Rivershore
New Bern, NC
Craven County
Modification to SW 7061211 Dec 20, 2012
Lots
Allowable Built Upon Area
BMP
1-43
3304 sf
ves
44
10,000 sf
no
45
10,000 sf
no
46
10,000 sf
no
47
3358 sf
no
48
3399 sf
no
49
3698 sf
no
50
3645 sf
no
51
3437 sf
110
52
7682 sf
no
53
3525 sf
no
54
3490 sf
no
Total
204,206 sf
Notes:
1. Lots 1-43 drain into a wet detention pond with 90% removal of TSS and a predetermined
allowable impervious area.
2. Lots 47-54 are bordered by stream buffers which cannot be encroached upon by the
implication of this permit. Therefore lot sires reflect the allowable area excluding the
buffers that can be developed.
PO Box 30906 Greenville NC 27833-0906 252-714-3002
www.isianowskiengineering coni istephenjanowskigsjengineering.com

Beverly Eaves Perdue
Governor
t�
rw�e ® � ��Qe
r� CDE
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, P. E.
Director
December 20. 2012
ME
Dee Freeman
Mr. Christopher S. Bass, Manager
Axis Property, LLC
205 Pollock Street
New Bern, NC 28560
Subject: Stormwater Permit No. SW7061211 Modification
Rivershore
High Density Subdivision Project
Dear Mr. Bass: Craven County
The Washington Regional Office received a complete Stormwater Management Permit Application for
modification to permit SW7061211 for Rivershore development on December 17, 2012. We are
forwarding Permit No. SW7061211, dated December 20, 2012, for the construction of the project.
This permit shall be effective from the date of issuance until December 6, 2021, 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.
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 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. 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
- - - -Roger-Thorpe at-[phone].
Sincerely,
Go ( Charles Wakild, P.E.
cc: East Carolina Consulting, PLLC
Craven County Inspections
J.S. Janowski Engineering, PA
North Carolina Division of Water Quality Internet wicw ncnaaierrmalilr ors
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarohna
An Equal OpportunitylARirmativeAction Employer —50%Recycled110%Post Consumer Paper Naturally

f

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
Axis Property, LLC
Rivershore
Craven County
FOR THE
construction, operation and maintenance of a wet detention pond 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.
—Thi§ permit shall -be effective from the -date of issuance until December 6, 2021and shall be subject to
the following specified conditions and limitations:
I. 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 in Section 1.6 of this permit. The subdivision is permitted for 52 lots, each allowed
built -upon area as described in Section II 12. f. of this permit.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. 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 the approved plans.

5. The following design elements have been permitted for this wet detention pond stormwater
facility, and must be provided in the system at all times. Lots 1 - 43 drain to the wet detention
pond.
a. Total Site, acres: 73.14
Drainage Basin Area to wet pond, ac.: 12.08
b. Total Impervious Surfaces, acres: 5.18
Number of Lots: 43
Impervious area per lot, ftZ: 3,509
C. Pond Depth, feet: 5.0
d. TSS removal efficiency: 90%
e. Design Storm: 1 "
f. Permanent Pool Elevation, FMSL: 2.0
g. Permitted Surface Area @PP, ftz: 15,905
h. Permitted Storage Volume, ft3: 24,482
i. Storage Elevation, FMSL: 3.4
j. Controlling Orifice: 2.5"0 pipe
k. Permanent Pool Volume, ft3: 46,798
I. Forebay Volume, ft3: 5,200
m. .Receiving Stream / River Basin: Neuse River/ Neuse River Basin
n. Classification of Water Body: "SC-SWP-NSW"
Il. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (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.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, does not exceed the allowable built -upon area. Once the
lot transfer is complete, the built -upon area may not be revised without approval from the
Division of Water Quality, and responsibility for meeting the built -upon area limit is transferred
to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for compliance with
the BUA limit, the plans reviewed must include all proposed built -upon area. Any approvals
given by the Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved
plans, including, but not limited to, those listed below:

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, acquisition, or sale of all or part of the project area. The project
area is defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
5. The Director may determine that other, revisions to the project should require a modification to
the permit.
6. 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.
7. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, 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. Any deviations from the approved plans and specifications must be noted on
the Certification.
10. If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
11. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7061211, as issued by the Division of
Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Water Quality.

f. The maximum built -upon area per lot for lots 1 - 43 is 3,509 sf, lots 44 — 46 is 10.000 sf,
lot 47 is 3,358 sf, lot 48 is 3,399 sf, lot 49 is 3,698 sf, lot 50 is 3,645 sf, lot 51 is
3,437,and lot 52 is 14,597 sf. This allotted amount includes any built -upon area
constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in
their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or
street. Lots that will naturally drain into the system are not required to provide these
measures.
Built -upon area in excess of the permitted amount will require a permit modification.
13. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
14. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
15. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
16. 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.
17. 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.
18, Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone,
slate, coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.

III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by the
Director. In the event there is either a desire for the facilities to change ownership, or there is
a name change of the Permittee, a "Name/Ownership Change Form" must be submitted to the
Division of Water Quality accompanied by appropriate documentation from the parties
involved. This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The project must be in
good standing with DWQ. The approval of this request will be considered on its merits and
may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this permit
until such time as the Director approves the transfer request.
3. 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 North
Carolina General Statute 143-215.6A to 143-215.6C.
4. 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.
5. 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.
6. 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.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address changes
within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the project.
10. This permit shall be effective from the date of issuance until July 6, 2017. Application for
permit renewal shall be submitted 180 days prior to the expiration date of this permit and must
be accompanied by the processing fee.
Permit issued this the 20 th day of December 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
For Charles Wald, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7061211

Rivershore
Stormwater Permit No. SW7061211
Craven County
Designer's Certification
I, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/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.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
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, a forebay, and
the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.

r w;v� 1v11,1,Z f"Y, 2" cid--5-
DWQ USE ONLY
Date Received
Fee Paid
Permit
'v s
�
5 .s
6Wg06 a
LPIan
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph If - Post Const
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Man
❑ Other WQ M t Plan:
State of North Carolina
Department of Environment and Natural Resources RECEIVE
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM OCT 15 2012
This form may he photocopied for use as an original
1. GENERAL INFORMATION /1 �^ o
1. Project Name (subdivision, facility, or establishment name -should be consistent with p 1ec n m p n. , K
specifications, letters, operation and maintenance agreements, etc.):
2. Location of Project (street address):
Intersection of Riverside Drive and Sandy Point Road
City:New Bern County:Craven "Lip:28560
3. Directions to project (from nearest major intersection):
I-Iead to Bridgeton then south on Riverside Drive to Sandy Point Road. Project at the southeast quadrant of
the intersection of Riverside Drive and Sandy Point Road
4. Latitude:35° 06' 27.94" N Longitude: 77` 00' 58.86" W of the main entrance to the project.
It. PERMIT INFORMATION
La. 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 numberSW706121I , its issue date (if known)june 29, 2012 , and the status of
construction: ®Not Started ❑I'artially 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):
❑LAMA Major ®Sedinrenta Lion/Erosion Control: 14.43 ac of Disturbed Area
❑NPDES Industrial Stormwater E404/401 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 permitCrave-2007-037 Currently being modified to extend the 10.9 acre limits
Forrn SWU-101 Version 07Jun2010 Page 1 of

Ill. CONTACT INFORMATION
L 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: Axis PropertyLLC
Signing Official & Title:Christopher S Bass Manager
b.Contact information fnr person listed in item I above:
Street Address:205 Pollock Street
City:New Bern State:NC Zip:28560
Mailing Address (if applicable):205 Pollock Street
City:New Bern State:NC Zip:28560
Phone: (252 ) Fax:
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
®The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Axis Property LLC
Signing Official & Title:Christopher S. Bass, Manager
b.Contact information for person listed in item 2a above:
Street Address:205 Pollock Street
City:New Bern State:NC Zip:28560
Mailing Address (if applicable):205 Pollock Street
City:New Bern State:NC Zip:28560
Phone: (252 ) Fax: ( )
Ema i I:[e-mail]
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:l. Stephen Janowski, PE
Signing Official & Titlei. S. Janowski Engineering, PA
b. Contact information for person listed in item 3a above:
Mailing Address:PO Box 30906
City:Greenville State:NC Zip:27833-0906
Phone: (252 ) 714-3002 Fax: ( )
Email:[e-mail]
4. Local jurisdiction for building permits: City of New Bern
Point of Contact:Greg McCoy Phone #: (252 ) 639-7585
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The storm water will be collected and transported via closed storm drainage piping system
The storm water will be treated in a Wet Detention pond design for 90 9' TSS removal This will occur for all
but 9 lots and a common area that will sheet Flow thru riparian buffer into coastal wetlands
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
ElApproval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:-
b. If claiming vested rights, 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 River basin.
4. Total Property Area: 73.14 acres 5. Total Coastal Wetlands Area: 19.65 acres
6. Total Surface Water Area: 5.95 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area•:47.54 acres
Total project area shall be calculated to exchrde the following the norsal raol of impounded structures, the area
between the banks of stremns and rivers, the area below the Norval High Water (NHW) line or Mean Hijgh Water
(MHW) line, and coastal tetlands landward from W the NH(or MHIN) line. The resultant project area is used to
calculate overall percent built upon area (HUA). Non -coastal wetlands landward of the NHW (or MHKI) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 14.78 %
9. How many drainage areas does the project have?I (For high density, count 1 for each proposed engineered
storntrvater 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
Drabna e Area 1
Draina a Area 2
Drainage Area 3
Drainage Area
Receiving Stream Name
Neuse River
Neuse River
Neuse River
_
Stream Class "
SCSWP; NSW
SCSWP; NSW
SC;SWP; NSW
Stream Index Number •
27-(%)
27-(96)
27-(96)
Total Drainage Area (so
526205
687377
1972397
On -site Drainage Area (so
526205
428195
1116443
Off -site Drainage Area (st)
0
0
0
Pro osed Impervious Area" (SO
225559
0
80511
% Impervious Area"" total
42.86
0
7.21
Impervious- Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area
On -site Buildings/Lots (so
142,072
0
62134
_
On -site Streets (so
72784
0
0
On -site Parking (so
0
0
0
On -site Sidewalks (so
9803
0
0
Other on -site (sf)
900 (future bld)
0
0
Future (sf)
0
0
11799 (r/w and
Common
Off -site (so
0
0
0
Existing BUA*" (so
0
0
6578
Total (so:
1 225559
0
80511
ovaun i.uus unx tnuex tvuntver can ve aetenrunea at: Iota✓/aortal.ticdertr.orght ebhwq/us/c<u/classificatious
Form SWU-101 Version 07Jun2010 Page 3 of

lrnperuious area is defined as the built upon area including, but not lindted to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that aruount of existing Bl (A 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. na
Proieets in Union Countv: Contact DIVQ Central (ice sta flo check ifthe project is located trithin a Threatened &
Endangered Species watershed that into, be subject to more stringent smrmirater requirements as per NCdC 02R .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 http://L)ortal.ncdenr.ore/iveb/wq/ws/sti/bap-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/wu/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdetir.org/w•eb/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 from httL)://portal.ncdenr.org/web/wq/ws/su/statesw/foriiis do
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
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://ww�v.envhelp.org/pages/onestoDexpress html for information on the Express progra
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/managementfo
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or th
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations. tl�
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
It. 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 tdal
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.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
Form SWU-101 Version 07Jun2010 Page 4 of 6

m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify' the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
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"xii" 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 SHWr prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3059 Page No: 151
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
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.
http:Z/%vwiv.secretary.state.nc.us/­Corporations/CSearch.asl)x
VIL 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.ncdenr ore/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:1. Stephen Janowski, PE
Consulting Firm: i. S. Janowski Engineering, PA
Mailing Address:PO Box 30906 620 A Red Banks Road
City:Greenville State:NC Zip:27833-0906
Phone: [phone] Fax: ( 1
Email:istephenjanowskiQjsiengineering com
iX. PROPERTY OWNER AUTHORIZATION (if Contact Infonnation, item 2 has been filled out, complete this
section)
1, (print or hype name of person listed in Contact information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name ofperson
listed in Contact Information, item to
f ) with (print or h./pe 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 07Jun2010 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 ci penalties of up tto $25,000 per day, pursuant to NCGS 143-215.6.
Signature: �j�y Date: �1I�`�
I, - ' .en � l /�_a Notary Public for the State of N0MA. L A& /�ounty of
C17rA y e.e th , do h�e+re�y certify at f SS' -� s� 'F 0 e/ OA-personally appeared
before me this _ day of o� ���, yy� and acknowl the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires O 3 ) — d (0 1
X. APPLICANT'S CERTIFICATION
I, (print or type tame of person listed in Contact Information, item la) Christopher S. Bass, Manager
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable storrgWWr rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature:. � (�� Date: -G% / go -
I, �t OF �� a Notary Public forthe State of NO� `GC/P/i%trCounty of
_C_Y_h_v_&i do hereb[-rcertify that _ i` S" personally appeared
before me this dary of � ZD lZ and acknowled tl due execution of th application for
a stormwater permit. Witness my hand and official seal, �'s�"
SEAT.
My commission expires V - I " D 1
Form SWU-101 Version 07Jun2010 Page 6 of 6

ECCY
TRANSMITTAL SHEET
ro:
FRonI:
Scott Vincent
Howard Nichols
COMPANY:
DA'I'G:
NCDENR-DWQ
10/10/12
943 Washington Square Mall
Washington, NC 27889
1'AI. NO. OF PAGFS IN CI.0 DI NC; (-0V17ItL
NA
PHONE NUMBFR:
SF.NDFR'$ It IiITRENCI; NUM)WR:
Itlp::
Y013It RE FPRP.NCF. NUMRKR:
RIVGRSHORC , Storm Water
086-2-12 Rivershore
Managetnent Pcnnit
❑ UItG I;NT ❑ FOR REVIEW ❑ PLEASE CONINIFNfF ❑ PLEASE RHI'IN ❑ I'LGASII. RILL\'1:I,IS
N011-5/CO NI N1 HNFS:
Scott,
Please find attached:
- 2 copies of the plans and permit applications for review.
Feel free to give me a call if you need anything else.
Cell [phone]
Thanks, Hgn
I „r.
EAST CAROLINA CONSULTING
PO Box 20714, Greenville, NC 27858
Office [phone], Fax [phone]
RECEIVED
OCT 15 2012
DWQ-WARO

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J.S. AN0VVSKI ENGINCERING
i
Low Density Supplement - Allowable Built Upon Area
Rivershore
New Bern, NC
Craven County
Modification to SW 7061211
Lots
Allowable Built Upon Area
BMT
1-43
3509 sf
yes
44
10,000 sf
no
45
10,000 sf
no
46
10,000 sf
no
47
3358 sf
no
48
3399 sf
no
49
3698 sf
no
50
3645 sf
no
51
3437 sf
no
52
14,597 sf
no
Total
213,021 sf
Notes:
1. Lots 143 drain into a wet detention pond with 90% removal of TSS and a predetermined
allowable impervious area.
2. Lots 47-52 are bordered by stream buffers which cannot be encroached upon by the
implication of this permit Therefore lot sizes reflect the allowable area excluding the
buffers that can be developed.

Low Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions where lots will be
subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the development
maintains a "built -upon" area consistent with the applicable regulation governing the density level.
I, acknowledge and affirm by my signature below, that I will cause the following
deed restrictions and protective covenants to be recorded for Rivershore prior to the sale of
any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Permit Number SW061211 Modification, as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the
Division of Water Quality.
6. The maximum allowable built -upon area per lot is 3304 square feet for lots 1— 43 and as follows: Lot 44
This allotted amount includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes,
but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does not
include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management calculates a
different maximum allowable built -upon area for that lot than is shown herein, the governing maximum built -
upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the development
except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a 30' foot wide vegetated buffer between all impervious areas and surface wafers.
10. All roof drains shall terminate at least 30' foot from the mean high water mark of surface waters.
*50 foot for projects located in the 20 coastal counties.
State of , County of
do hereby certify that
a Notary Public in the
appeared
before me this the day of , 20_, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature
My Commission expires
Form DRPC-5 Rev.2 05Nov2009 Page I of 1

Storm Water Narrative
RIVERSHORE - MODIFICATIONS
SW 7061211
NEW BERN, NC
0,411 I190 CA'[
cr232{�, !�
-XN4N WSKI
ENGINEERING, PA
J. S. Janowski Engineering PA
C-3754
PO Box 30906
620 A Red Banks Road
Greenville, NC 27833-0906
252-714-3002
Email: jstephenjanowski [e-mail]
September 10, 2012
Rev December 9, 2012
Owner:
Axis Property. LLC
205 Pollock Street
New Bem, NC 28560

Narrative
This project was modified on June 29, 2012 by transferring the permit into the name of the new
owner, Axis Property. LLC. The original permit was issued July 6, 2007. It included the high
density portion of the 73.14 acre tract of land located off of Sandy Point Road (SR 1609). This
high density portion of the development included 46 lots with a built upon area of 3,179 sf per
lot. It also included 2,275 feet of road 31 feet wide and 2.200 if of 4 foot wide side walk for an
additional 79,325 sf of impervious area. The total project built upon area was 5.18 acres or
225,559 sf. This impervious area discharged into a proposed wet detention basin that removed
90% total suspended solids.
The current proposed modification does not alter the design of the wet detention basin. It still
proposes that the wet detention basin handle a drainage area of 12.08 acres with 5.18 acres of
impervious built upon area (see drainage area 1). The modifications to the current permit;
however, will alter the proposed roadway area to 72,784 sf and the sidewalk to 9,803 sf and the
common area future building of 900 sf for a total area of 83,487 sf. This leaves a total of
142,072 for 43 lots (reduced from the original 46 lots in the original permit). The average built
upon area per lot is 3,304 sf.
In addition to the high density pocket treated by the wet detention facility, this proposed
modification adds 9 additional lots and another common area. Lots 44, 45 and 46 are bordered
by 404 wetlands. Lots 47 thru 52 are bordered by 404 wetlands and stream buffers adjacent to
the coastal wetlands. The built upon area for lots 44, 45 and 46 were limited to the upland area
and portions of the 404 wetlands which included 10,000 sfper lot. The built upon area for lots 47
thru 52 were limited to the upland area plus the 404 wetlands and did not include the buffers.
They are 3358 sf, 3399 sf, 3698 sf, 3645 sf, 3437 sf, and 14,597 sf respectively. These lots are
included in drainage area 3 which also includes future impervious area of 11,799 sf for the
purpose of road and parking improvements to Bayside Drive and any concrete walks and 6,578
sf of existing road on Bayside Drive.
The total property area is 73.14 acres but the Total Project area utilized for determining
impervious percentage is 47.54 acres. This area excludes coastal wetlands and surface waters
(ponds and BMP's). The percentage of allowable impervious area for this development modified
from 2007 is 30%, or 14.262 acres. The total proposed percent of impervious area is 14.78
percent or 7.026 acres. This is the maximum percentage that can be utilized on this site without
altering the size or parameters of the permitted wet detention pond.

North Carolina
Beverly Eaves Perdue
Governor
Axis Property, LLC
Attn: Christopher S. Bass, Manager
205 Pollock Street
New Bern, NC 28560
Dear Mr. Bass:
Natural Resources
Charles Wakild, P. E.
Director
October 15, 2012
SUBJECT: Stormwater Application Modification for SW061211
Rivershore
Craven County
Dee Freeman
This office received a stormwater permit application for the subject project on October 15, 2012. A preliminary
review of your project indicates that the application package is incomplete. The following items are needed to make the
package complete:
-$505 check
-low density supplement
-signature by owner on supplement form
-deed restriction form
-initial application on pages 4&5
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,
Roger Thorpe
Washington Regional Office
cc: J.S. Janowski Engineering, PA
East Carolina Consulting
WaRO
North Carolina Division of Water Quality Internet: weysv.nc,vatemualitv.ore
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportuno/Afllnnative Action Employer - 50% Recycled110% Post Consumer Paper
NorthCarolina
naturally

ECCF
"r RANSMITTAL SHEET
FROM'.
Roger Thorpe Howard Nichols
COMPANY: DATE:
NCDENR-DWQ 12/11/12 _
943 Washington Square Mall l
Washington, NC 27889 'y
'rO"fAI.NO. OPI'A(ili.$INI]ADINC: f'OVlilt: DEC I / [OIL
NA
11I10NIi NUNMFR_
SENDER'S IU FERENCF, NUMR6.IC f ° r 4� .
if e4 W o
RI : YOUR KF'FERF''NCF NUMBER:
RIVBRSHORI- , Stom2 Water 086-2-12 Rnvcnhore
Management Permit
❑ U1W1:N I' ❑ FOR REVIEW ❑ I'Llid5li COAINIHNT ❑ V1A:ASI'. RIL'L), ❑ r1.liAsli RHc1'CEI;.
NO'n'SICJ)MMEN'1'S:
Scott,
Please find attached:
- 2 copies of the REVISED plans and 1t applications for review.
Feel free to give me a call if you need anything else.
Cell [phone]
Thanks, Hgn
EAST CAROLINA CONSULTING
PO Box 20714, Greenville, NC 27858
Office [phone], Fax [phone]
�,e,�
_r v
\'4

Thorpe, Roger
From:
Thorpe, Roger
Sent:
Wednesday, November 21. 2012 11:32 AM
To:
'[e-mail]'; '[e-mail]'
Cc:
'[e-mail]'
Subject:
Rivershore - SW061211 Modification
Howard
I am reviewing this stormwater application. I will need the following to complete the application
1. Low density supplement
2. Deed restriction form
3. Section VI on pages 4 & 5 of the application needs to be initialed.
4. For drainage area 3 listed in Section IV on page 3 of the application, The total BUA does not match up with what
you get by adding the individual items. Please explain or correct.
Please submit within 30 days. Thanks
Roger

U.S. ARMY CORPS OF ENGINEERS (y
WILMINGTON DISTRICT
Action Id. SAW 2012-01256 County: Craven U.S.G.S. Quad: New Bern
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Axis Property, LLC
attn: Chris Bass
Address: 205 Pollock Street
New Bern, North Carolina 28560
252-571-0912
Agent: East Carolina Consulting, LLC
attn: Howard Nichols
Address: Post Office Box 20714
Greenville, North Carolina 27858
252-327-9623
Size and location of property (water body, road name/number, town, etc.): Lots 47,48 and 49 of Rivershore Subdivision
Section-1 along Riverside Drive (NCSR 1607) south of Bridgeton. Latitude: 35.106045 N Longitude:-77.016935 W
Description of projects area and activity: Applicant proposes to fill 0.10 acre of Section 404 wetlands for the purpose of
developing lots 47,48 and 49.
'. ' - IVED
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403) DEC 1 % 2012
Authorization: Regional General Permit Number or Nationwide Permit Number: 18
SEE ATTACHED NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 10-12-2012 . Any violation of the
attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact William Wescott at 910-251-4629—
Corps Regulatory Official L/U l 1 a LAJQtt t VU Date: 11-8-2012
Expiration Date of Verification: 11-8-2014
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit hn://pert.nn.usace.anny.mil/survey,htinl to complete the survey
online.
Copy Furnished:

Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued _ Action ID _
Basis For Determination: The proiect area evaluated exhibited the three parameters specified in the Regional Supplement of
the 1987 USACE Wetland Delineation Manual and is abutting the Neuse River. Site visit conducted on March 27, 2012
Remarks: The Jurisdition Determination is for the western portion of the Rivershore Subdivision The evaluated area starts with
on upland finger along Sandy Point Road across from South Street and continues along Riverside Drive and Bayside Drive. PIN 2-036-
3002.
Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not he valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Art&. Jason Steele, Review Officer
60 Forsyth Street SW, Room IOMIS
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CPR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 1/7/2013.
**It is not necessary to submit n RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: JL�j,_--
Date: 11/8/2012 Expiration Date: I1/W2017

Special conditions:
In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation
Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this
form, are hereby incorporated as special conditions of this permit authorization.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Axis Property, LLC attn: Chris Bass
Project Name: Rivershore Subdivision
Action ID: SAW-2012-01256
County: Craven
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur
in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms
for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
appropriate ledger and provide a copy of the signed form to the Permittee and to the USACE Bank/in-Lieu Fee Program
Manager. The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03020204, Neuse River Basin
Stream Impacts (linear feet)
Wetland Impacts
(acres)
Warm
Cool
Cold
Riparian
Riparian
Non -Riparian
Coastal
Riverine
Non-riverine
0.10
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03020204, Neuse River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian
Riparian
Non -Riparian
Coastal
Riverine
Non-riverine
0.20
Mitigation Site Debited:
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 18 September, 2012

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questions regarding this
form or any of the conditions of the permit authorization, contact the Project Manager at the address below.
USACE Project Manager: William Wescott
USACE Field Office: Washington Regulatory Field Office
US Army Corps of Engineers
2407 West Fifth Street
Washington, NC 27889
Email:
UbAct Project Manager Signature
November 8, 2012
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location.and availability, and credit classifications (including stream temperature and wetland groupings) is
available at.http://ri bits. usace. a rmyMil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http://regulatQry.usacesuwey.com/ to complete the survey online.

Copy famished:
N(OT¢I}ILA�I'(�N ® AllM IS l RAnT; VeE^APPI~+AL PTIO S�A� l7 P,�ROCESSr, L?
R MM* UE�ST�;�"Ir o, r PE I
Applicant: Chris Bass File Number: SAW 2012-01256
Date: i1/8/2012
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
®
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
A: INITIAL
You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: I£ you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineeA& final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.

®®..r„r q
NCDE R
North Carolina Department of Environment and Natural
Beverly Eaves Perdue
Governor
Mr. Chris Bass, Manager
Axis Property, LLC
205 Pollock Street
New Bern, NC 28560
Dear Mr. Bass:
Division of Water Quality
Charles Wakild, P. E.
Director
June 29, 2012
Subject: Stormwater Permit No. SW7061211
Rivershore
High Density Subdivision Project
Craven County
WoaRO
Resources
Dee Freeman
The Washington Regional Office received a complete Stormwater Management Permit Application for transfer of
ownership for Rivershore development on June 5, 2012. We are forwarding Permit No. SW7061211, dated June 29,
2012, for the construction of the project.
This permit shall be effective from the date of issuance until December 6, 2021, 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.
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, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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 Roger Thorpe, or me at
[phone].
I
Sincerely,I
/I b� y"Jf
✓ A�odgee '�
Regional Supervisor
Surface Water Protection Section
cc: East Carolina Consulting, PLLC &mrJ)
Atlas NC 1 SPE, LLC /
Craven County Inspections
Doug Huggett, Division of Coastal Management (evna i l)
North Carolina Division of Water Quality Internet: www.newaterqualitv.ore
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50 % Recycled110% Post Consumer Paper
NorthCarolina
Naturally

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
Axis Property, LLC
Rivershore
Craven County
FOR THE
constriction, operation and maintenance of a wet detention pond 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.
This permit shall be effective from the date of issuance until December 6, 2021 and shall be subject to
the following specified conditions and limitations:
I. 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 in Section 1.6 of this permit. The subdivision is permitted for 44 lots, each allowed
3,179 square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. 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 the approved plans.

5. The following design elements have been permitted for this wet detention pond stormwater
facility, and must be provided in the system at all times.
a. Total Site, acres:
Developed Area, acres:
Drainage Basin Area, acres:
b. Total Impervious Surfaces, acres:
Number of Lots:
Impervious area per lot, ft2:
C. Pond Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP; ft2:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Receiving Stream / River Basin:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
73.14
27.84
12.08
5.18
44
3,179
5.0
90%
1"
2.0
15,905
24,482
3.4
2.5" 0 pipe
46,798
5,200
Neuse River/ Neuse River Basin
"SC-SWP-NSW"
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (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.
The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, does not exceed the allowable built -upon area. Once the
lot transfer is complete, the built -upon area may not be revised without approval from the
Division of Water Quality, and responsibility for meeting the built -upon area limit is transferred
to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for compliance with
the BUA limit, the plans reviewed must include all proposed built -upon area. Any approvals
given by the Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved
plans, including, but not limited to, those listed below:

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, acquisition, or sale of all or part of the project area. The project
area is defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
5. The Director may determine that other revisions to the project should require a modification to
the permit.
6. 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.
7. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy, 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. Any deviations from the approved plans and specifications must be noted on
the Certification.
10. If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
11. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7061211, as issued by the Division of
Water Quality under NCAC 2H.1000.
The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Water Quality.

The maximum built -upon area per lot is 3,179 square feet. This allotted amount includes_
any built -upon area constructed within the lot property boundaries, and that portion of
the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
Lots within CAMA's Area of Environmental Concern may be subject to a reduction in
their allowable built -upon area due to CAMA regulations.
All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or
street. Lots that will naturally drain into the system are not required to provide these
measures.
Built -upon area in excess of the permitted amount will require a permit modification
13. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
14. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
15. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
16. Records of maintenance activities must be kept and madeavailable 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.
17. 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.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone,
slate, coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.

III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by the
Director. In the event there is either a desire for the facilities to change ownership, or there is
a name change of the Permittee, a "Name/Ownership Change Form" must be submitted to the
Division of Water Quality accompanied by appropriate documentation from the parties
involved. This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The project must be in
good standing with DWQ. The approval of this request will be considered on its merits and
may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this permit
until such time as the Director approves the transfer request.
3. 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 North
Carolina General Statute 143-215.6A to 143-215.6C.
4. 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.
5. 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.
6. 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.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address changes
within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the project.
10. This permit shall be effective from the date of issuance until July 6, 2017. Application for
permit renewal shall be submitted 180 days prior to the expiration date of this permit and must
be accompanied by the processing fee.
Permit issued this the 29 th day of June 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A
For Charles Wakild, P E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7061211

Rivershore Page 1 of 2
Stormwater Permit No. SW7061211
Craven County
Designer's Certification
1, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/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.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date

Certification Requirements:
Page 2 of 2
.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.
9. 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, a forebay, and
the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.

NCDENR sw '7296 la ll
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H..Sullins Dee Freeman
Governor Director E A E ' cr
STATE STORMWATER PERMIT NAME/OWNERSHIP CHAN 2�j'
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW7061211
JUN - 5 2012
2. Project Name: RIVERSHORE D- NA1A R O
3. Current Permit Holder's Company Name/Organization: Atlas NC 1 SPE, LLC
4. Signing Official's Name: Dan five Title: CREO Development & Marketing
5. Mailing Address: 3450 Pacific Ave.
City: Virginia Beach State: VA Zip: 23451
6. Phone: [phone] Fax: [phone]
IL PROPOSED PERMITTEE l OWNER I -PROJECT / ADDRESS INFORMATION
This request is for: (please check all that, apply)
Name change of the owner (Please complete Items 1,,2 and 3 below)
Fl Name change of projedt.(P.lease,complete Item 5 below)
® Change in ownership of the property/company (Please, complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone'number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization:.Axis Property, LLC
2. Proposed permittee's signing official's name: Chris Bass
3. Proposed permittee's title: Manager
4. Mailing Address: 205 Pollock St.
City: New Bern State: NC Zip: 28560
Phone: [phone] Fax: (_ )
5. New Project Name to be placed on permit: RIVERSHORE
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement'for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
The property owner
❑ .Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)•
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev15Feb2011 Page 1 of 4

III. REQUIRED ITEMS
Arequest to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed item&may result in processing delays or denial of the transfer.
1 This completed and signed form.1.1 certification` um st be`complete`d and signed by.both the
2. Legal documentation of the -pro erty transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the -permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other, corporate entity, provide documentation showing the authority of the named
representative to act on -behalf of the proposed permittee.
6: The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not;required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
❑ Check here if the current permittee is only changing his/herfits name, the project name, or mailing
address, but will retain the permit. 1, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachmentslisted above arenot included, this application package will be returned as
incomplete.
N Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, Dan Five, Atlas.NC.1, SPE LLC the current permittee, am submitting this application
for a transfer of ownership for, permit #-SWZ061211 I hereby notify DWQ of the sale
or other -legal transfer'of.the `stormwater system associated with this permit. I have provided a copy
of the most recent permit; -the designers, certification for each BMP, any recorded deed restrictions,
covenaDW
nts, or easements, the Q approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwaterinspection -reportto.the proposed permittee named in Sections II and V of this form. I
further attest -that this application fora name/ownership-change is accurate and complete to the best
of my knowledge: I understand that'if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved. by the DWQ unless and until the facility is in compliance with the
narmi4.
Si
`� " " a Notary Public for the State of
Countyof ` -,do hereby certify that
r _ T
appeared before me this the
0 3 day of �n I 1 20 12 , and acknowledc
forgoing,.instrument. Witness my handand official seal,
Notary Signature
SSW N/O Change Rev15Feb2011 Page 2 of 4
:)f the

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
(,_Chris Bass. Axis Property LLC , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
@J the most recent permit
4A ❑ the designer's certification for each BMP (01' : Pwjc64 �v;i AV-t Z.O4SY"�-j^)
any recorded deed restrictions, covenants, or easements 14-, 0
the DWQ approved plans and/or approved as -built plans
the approved operation and maintenance agreement
v4 .8 past maintenance records from the previous permittee (where required)
Wh DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not incyded, this application package will be returned as incomplete.
Signature: �� �l�— Date: SJai
� �J! vs a Notary Public for the State of
County of C ✓N V do hereby certify that
personally appeared before me this the
alsT
day of I%P , 201and acknowledge the due execution of the
forgoing instrument. Witness my l4and and official seal,
(Notary Seal)
Notary Signature
F-Crt,
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate. Regional Office.of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
SSW N/O Change Rev15Feb2011 Page 3 of 4

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections Il and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed,Name: (SAME)
Organization:
Title within the Organization:
Street Address:
City:
Mailing Address:
(if different from street address)
City: _
Phone:
Email
Zip:
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in.Sections 11 and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a. permittee.along .with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a, completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser.,for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil, penalties of up to $25,000 per da , pursuant t NCGS 143-215.6.
Signature of the property. owner Z Date:
1, Z�r 111& #�-, , a Notary Public for the State of
aro �,h , County of wA ve.� do hereby certify that
13-- s personally appeared before me this the
r-r
1 day of20 // Z and acknowledge the due execution of the
forgoing instrument. Witness my ti nd and official seal,
A?=' C �X
(Notary Seal)
Notary Signature I
/
Av-� �� ities
SSW N/O Change Rev15Feb2011 Page 4 of 4

� t ~
CERTIFICATE OF INCUMBENCY
I, the undersigned, being the duly elected and acting Assistant Secretary of Branch
Banking and Trust Company ('BB&T"), a North Carolina banking corporation, hereby certify as
follows:
1. I am familiar with BB&T's Articles of Incorporation and By-laws.
A true excerpt of Article VI, Section I of the Bylaws is attached hereto as Exhibit
A and incorporated here by reference.
2. Daniel H. Flye, is a duly elected Business Loan Administration
Problem Loan Administrator II of BB&T and is authorized to execute any and all
contracts, deeds, and instruments that are credit or loan related on behalf of
BB&T (including any instructions to securities intermediaries), in accordance
with the By-laws of BB&T without any other signature or approval, and that such
contract, deed or instrument executed by_Daj�iel H. Flye is binding upon BB&T.
I. Moberly, Assistant Secretary
STATE OF AW) Cjr61 i0CU
COUNTY OF f&r5yl'bt
I, a Notary Public of the County and State aforesaid, certify that L lqDke4V
appeared before me this day and acknowledged the execution of the foregoing instrument in his J
capacity as Assistant Secretary of Branch Banking and Trust Company, a North Carolina
banking corporation.
Witness my hand and official stamp or seal, the Aday of A" 2009.
My commission expires: n'
(Notary Seal)
Notary Public
MERI
L t3FAL Ilnaorth Cam r-0RS�I Zo

Exhibit A
ARTICLE VI
Contracts, Loans and Deposits
1. Execution of Contracts and Instruments: The Board of Directors may authorize such
officers as it deems appropriate to enter into any contract or execute and deliver any instrument on behalf
of the bank, and such authority may be general or confined to specific instances. Any resolution of the
Board of Directors authorizing the execution of documents by the proper officers of the bank or by its
officers generally and not specifying particular officers shall be deemed to authorize such execution by the
Chief Executive Officer, the Chief Operating Officer, the President or any Senior Executive Vice President
of the bank. In addition, unless the Board determines otherwise, each officer of the bank shall have such
authority as may be incident to his or her particular office to enter into contracts and execute and deliver
instruments on behalf of the bank.

Vinson, Scott
From:
Flye, Daniel [[e-mail]
Sent:
Tuesday, June 05, 2012 1:31 PM
To:
Howard Nichols
Cc:
Vinson, Scott
Subject:
RE: Rivershore Stormwater Permit Transfer
Attachments:
Authority to Sign for BB&T - Flye.pdf
Daniel H. Flye, Jr.
Asset Resolution Group - CREO
757-437-3626
757-422-4260 (fax)
c/o BB&T
3450 Pacific Ave
Virginia Beach, VA 23451
Internal Mail Code: 300-04-01-00
From: Howard Nichols [mailto:hnicholsCcbeccollc.com]
Sent: Tuesday, June 05, 2012 12:32 PM
To: Flye, Daniel
Cc: scott.vinson( ncdenr.gov
Subject: Rivershore Stormwater Permit Transfer
Dan,
We're submitting the paperwork for the DWQ Permit Transfer for RIVERSHORE (Sandy Point Property, New Bern, NC).
We need one bit of information from you regarding your legal ability to sign the Transfer Form. I believe last time we
need this, you forwarded us a document showing your name or something....
Can you re -send that to us for this Project and also CC Scott Vinson.
Thank you, Hgn
ECC
Howard Nichols, Principal
P.O. Box 20714
Greenville, NC 27858
Cell [phone], Fax [phone]

E C C F RECEIVED
JUN - 5 2012
TRANSMITTAL SHEET ®WO—WAI
10
FROM:
Al Hodge
Floward Nichols
NCD1:NR-LQ
\X ashin�aon, NC
CONIPANI
DA'I'1?:
Washington Regiomd Office
6/5/2012
'10'[AL NO. OF PAGES INCLUDING COVER:
NA
PHONE NUMBER:
SENDER'S REFSRUNCF. NUAINF.R:
RE:
YOUR REFERENCE NUNIRF.R
RIV1- RSF1ORL: , Ownerslup Change
❑ URG1;N'r ❑ FUR RIi.VI w ❑ I'LP:ASF COALAIHNT ❑ PLEASF RHPLY ❑ PLIiASH RIiCSCLI?
N0'1'LS/COMMENTS:
Mr. Hodge,
This package contains paperwork to transfer the Storm Water Permit to the current owners.
- Axis Property, LLC (Current Owner) — Letter requesting re -issue permit in their name
- Copy of Deed/Map
- Copy of Tax Card, Craven County
- Copy of Axis Property, LLC Sec of State Corp Statement
- Ownership Change Permit, (executed by Former Owner and Current Owner)
- $40.00 GWQ Tranfer Fee
- Copy of ECC,LLC Agent Authorization Form from Axis Propoerty, LLC
Please give me a call if you have any questions.
Thanks, Hgn
EAST CAROLINA CONSULTING, LLC
PO Box 20714, Greenville, NC 27858
Office [phone] - Fax [phone]
u
www.ECCPLLC.com

RECEIVED
ECCJUN -5 2012
AUTHORIZATION TO ACT AS REPRESENTATIVE FORM
Landowner of record authorizes East Carolina Consulting, LLC (ECC) and their subcontractors to:
1. Enter the property to gather environmental and site information, including delineation of environmental
regulatory jurisdictions;
2. Enter the site or coordinate Site visits by regulatory agencies (i.e. U.S. Army Corps of Engineers, NCDENR
including Division of Coastal Management, Division of Water Quality, Division of Land Quality, etc.) as needed to
review regulatory alignment(s) and to identify additional regulatory jurisdictions; and
3. Submit plats and other information to acquire regulatory agency confirmations and/or approvals (i.e. County
and/or City governing offices, U.S. Army Corps of Engineers, NCDENR including Division of Coastal Management,
Division of Water Quality, Division of Land Quality, etc.); and
4. Provide authorization for ECC to act as your agent for the purposes of obtaining environmental permits, local
approvals, and/or other authorizations involving consultants and contractors.
Aw*, Priop4t6n` ue,
Owner
-7ZA AC. C15AA01po\AT AiXA�, GPGveA GoUnk4,►Jt-
Property Description/County
2-0316 � 3 00
Parcel Number
�`�— '� /AS I�1\a
caner Signature Date
I,osl��hagiit S #4/-Wi a Notary of the County of el-Ati rM
State of North Carolina, hereby certify that R A-rs
appeared personally before me this day and being duly sworn
acknowledged that the above letter was executed by him.
%41-
Witness my hand and notarial seal, this.Cday of AP vli' 1 20 lZ
03— /9—ao13
Nota My commission expires
SEAL
EAST CAROLINA CONSULTING, LLC
Box 20714 . Greenville, NC
Office [phone] - Fax [phone] — www.ECCLLC.com

u

ECC
RECEIVE®
June 6, 2012
JUN - 5 2012
Washington Regional Office
NCDENR-DWQ
C/o Al Hodge, Manager
943 Washington Square Mall
Washington, NC 27889
E-mail: [e-mail]
Re: RIVERSHORE PLID, Stormwater Permit No. SW7061211
Mr. Hodge,
The property formerly owned by Rivershore Properties, LLC received their Stormwater Permit
SW7061211 on July 6, 2007. Rivershore was proposed as a single family development consisting of 44
lots, 2,274 LF of streets and a storm water treatment pond.
In December 2009, the property was foreclosed on by Branch Banking & Trust (BB&T) and transferred to
a BB&T subsidiary entitled ATLAS NC SPE LLC. During the fall of 2010 BB&T had the Permit re -issued in
their name.
Axis Property, LLC purchased this property in January of this year. They would like to have this permit
transferred into their name.
Please find attached the State Stormwater Permit Name/Ownership Change Form. We've also included
a transfer fee of $40.00.
If you need any additional information, please contact me at [phone] or email at
[e-mail].
Sincerely, 4!✓�
Howard Nichols, Principal
East Carolina Consulting, LLC
Attachments:
Deed
Tax Card
Secretary of State Corp. Filing
Cc Chris Bass
East Carolina Consulting, LLC
Development Management Services
Residential . Commercial . Industrial . Coastal . Environmental
Box 20714 . Greenville, NC. 27858
HN Cell 252.327.9623 - Fax [phone] — www.eccllc.com

Age 1 of 4)
PREPARED BY:
McGu'veWoods I.LP WEH)
300 North Third Street, Suite 400
Wilmington, North Carolina 28401
Revenue Stamps: $0.00
Parcel ID No.: 2-036-3001
Ikitiolitillimin11
aecnrded: 01/29/2012 at 12.32.19 PIr
Fee loot: E28.00 Page 1 of 4
nevtnut Tex: Eo.00
Vorkflnua 06000e2132-0002
Craven, NG
K3059 Po156at.r
,F)„rn m chibbs B Peldue, P.iti
<tlpil<tN V VViiitl tt V ttTtNY lift <fiii<NiHtftltNHt}tiyt<llYiti Hf <V «tt<YNiitt Ri
STATE OF NORTH CAROLINA
QUITCLAIM DEED
COUNTY OF CRAVEM
THIS QUITCLAIM DEED is made and entered into this the 19 day of January, 2012 by ATLAS
NC I SPE, LLC, a North Carolina limited liability company (the "Grantor"), whose address is: 200 W. 20°
Street, Winston-Salem, North Carolina 27101, and AXIS PROPFRTY, LLC, a North Carolina limited liability
company (the "Grantee"), whose address is: 205 Pollock Street, New Bern, North Carolina 28560. The
designation Grantor and Grantee as used herein shall include said parties, their heirs, successors and assigns,
and shall include singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that Grantor, for valuable consideration paid by Grantee, the receipt and sufficiency
of which is hereby acknowledged, has and by these presents does hereby quitclaim and forever release to
Grantee and Grantee's hews, successors and assigns, all of such right, title and interest as Grantor has or may
have in or to that certain lot or pawl of land situated in Craven County, North Carolina and more particularly
described on Exhibit A attached hereto.
TO HAVE AND TO HOLD said lot or parcel of land, together with all rights, privileges,
easements and appurtenances thereto belonging to Grantee, its heirs, successors and assigns, free and clear
of all right, title, claim or interest of the (matter thereto. Grantor makes no warranty, express or implied,
as to the title to the property herein described.
Book 3059. Pane 156. File Brutber

?age' 2 o: 4)
IN WITNESS WHEREOF, Grantor has caused this Quitclaim Deed to be duly executed and
delivered.
ATLAS NC I SPE, LLC
a North Caro'timited tie 'lity company
By: (� (Seal)
Name'. , FTfLG .
7 rtle:1a.Si'
SEAL -STAMP NORTH CAROLINA, W AI A: COUNTY
I certify that the following �th&
pjj;��ly appeared before me this day, each acknowledging
to me that he or she signedIpgjA q lent: Lb R1cQ N. FWe Ta- (Print name
of individual executing d,'``'££oos• �i� /J ��
Dai :: January �, 2012 y #OTAq`
Notary Pu L
[Official Seal] y4 /BUG z-PrintName:
My commission
M11111ll 119IWU3111
Inge In: 000W20543M TVP4: CRP
P4R4 2 of 4
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Reok Ao59. cartes ing. viio m—h.,

Page' 3 of 4)
Exhibit "A"
INMERIMMUNNUMMI
Imepe 10: OOOOO D34310 TVPe: CAP
Pape 3 of 4
aK3059 raffi
All that certain tract or parcel of land lying and being situate in Number 2 Township, Craven
County, North Carolina, and being more particularly described as follows:
Beginning at an iron pipe in the intersection of the eastern right-of-way of Riverside Drive (S.R.
1607) with the southern right-of-way line of Sandy Point Road (S.R.1609 and also known as Third
Avenue), thence South 78' 45' 08" East 270.25 feet with the southern right-of-way of Sandy Point
Road to an iron pipe at the northwestern corner of the City of New Bern Lift Station; thence with
the western line of the City of New Bern Lit Station South 12' 00' 00" West 50.00 feet to an iron
pipe; thence with the southern line of the City of New Bern Lift Station South 78' 00' 00" East
50.00 feet to an iron pipe; thence with the eastern tine of the City of New Bern Lift Station North
12" East 50.00 feet to an iron pipe in the southern right-of-way line of Sandy Point Road; thence
South 77" 22' 20" East 323.81 feet with the southern right-of-way line of Sandy Point Road to an
iron pipe In the northwestern corner of Lot 1, Block"P", addition to Riverview Park, October, 1949,
Map Book 3, at Page 90, Craven County Registry (see also addition to Riverview Park, March 1951,
Map Book 4, at Page 35 and survey for Cape Fear Corporation, October 23, 1973, Plat Cabinet A,
Slide 10-B); thence South 78" 00' 00" East 100.0O feet with the northern line of the said Lot 1(also
southern line of Sandy Point Road) to an iron pipe; thence continuing South 78" 00' 00" East
100.00 feet with the northern line of Lot 2, Block "P" (also southern right-of-way line of Sandy
Point Road) to an iron pipe; thence South 12" 00' W"West 200.00 feet with the common line of
Lots 2 and 3, Block "P" to an iron pipe; thence South 78" 00' 00" East with the southern line of Lot
3, Block "P" 100.00 feetto an iron pipe; thence South 78' 00' 00" East with the southern line of Lot
4, Block "P" 100.00 feetto an iron pipe in the southeastern corner of Lot 4, Block "P",thence North
12" 00' 00" East 200.00 feet with the eastern side lot line of Lot 4, Block "P" to an iron pipe in the
said southern right-of-way line of Sandy Point Road; thence South 78' 00' 00" East 60.00 feetwith
the southern right-of-way line of Sandy Point Road to an iron pipe in the northwestern corner of
Lot 1, Block "O", addition to Riverview Park, October, 1949, Map Book 3, at Page 90, Craven County
Registry (see also addition to Riverview Park, March 1951, Map Book 4, at Page 35 and survey for
Cape Fear Corporation, October 23, 1973, Plat Cabinet A, Slide 10-B); thence South 12" 00' W'
West 200.00 feet to an iron pipe In the southwestern corner of Lot 1, Block "0"; thence South 78'
00' 00" East 752.00 feet; from reference point A, with the southern lines of Lots 1 thru 8 of Block
"0", crossing Iron pipes set at intervals of 94.00 feet to an Iron pipe in the Southeastern comer of
Lot 8, Block "O", reference point B; thence South 78" 00' 00" East 50.00 feet with the southern
terminus of the Water Street right-of-way to an iron pipe in the southwestern comer of Lot 1 Block
"R", addition to Riverview Park October, 1949, Map Book 3, at Page 90 (see also addition to
Riverview Park, March 1951, Map Book 4, at Page 35 and survey for Cape Fear Corporation,
October 23, 1973, Plat Cabinet A, Slide 1O-B); thence South 78" 00' 00" East 300.00 feet with the
southern lines of Lots 1, 2, and 3, Block "It" to an iron pipe in the southeastern comer of Lot 3,
Block "R" thence North 11' 57' 55" East 167.05 feet with the eastern line of Lot 3, Block "R" to a
North Carolina Department of Transportation concrete right-of-way monument; thence South 43"
01' 43" East 127.30 feet with the North Carolina Department of Transportation right-of-way as
described in Deed Book 1533 at Page 127, Craven County Registry, to a concrete right-of-way
Hoek 3059. P.t . 15fi _ F,1 r DT b--

PagS 4 0£ 4)
monument; thence South 79' 33' 35" East 39.04 feet with the said Department of Transportation
right-of-way to a concrete monument; thence with a North Carolina Department of Transportation
right-of-way line, being the western right-of-way line of U.S. Highway 17, as follows: a curve to the
right having a chord bearing of South 27' 54' 09" West, a chord length of 1,725.53 feet, an arc
distance of 1,752.18 feet, a radius of 2,893.40 feet, and a delta angle of 34' 41' 50" to a point on
the high watermark of the Neuse River; thence with the high watermark of the Neuse River along a
traverse line the following twelve calls to points In the high watermark of the Neuse River; North
47' 06' S5" West 40.01 feet; North 43' 41' 36" West 126.18 feet; North 49' 49' 48" West 160.43
feet; North 54' 51' 07" West 117.71 feet, North 59' 59' S7" West 187.42 feet, North 76' 43' 05"
West 109.41 feet, North 67' 56' 13" West 169.16 feet, North 75" 01' 12" West 163.10 feet, South
87' 53' 35" West 17.71 feet, North 77' 02' 41" West 119.19 feet, North 84' 57' 54" West 89.34
feet, and North 76' 33' 27" West 163.97 feetto a point on a bulkhead and on the high watermark
of the Neuse River; thence the following two calls with the said bulkhead South 28' 31' 49" West
15.69 feet and South 87' 43' S5" West 19.48 feet; thence the followingthree calls with the eastern
side lot line of Lot 12, Block "L", plan of Riverview Park, August 1944, Map Book 2, Page 69 (see
also Map of Wyatt Place, July 1946, Map Book 2, at Page 130 and survey for Cape Fear
Corporation, October 23, 1973, Plat Cabinet A, Slide 10-B); North 08' 20' 35" West 22.60 feet to an
iron pipe, North 8' 20' 35" West 75.00 feet to an Iron pipe, and North OB' 20' 35" West 136.34 feet
to an iron pipe at the northeastern comer of Lot 12, Block "L"; thence the following three calls with
Block "L" along the southern right-of-way line of Bayside Drive; South 80' 39' 25" West 106.29 feet
to an Iron pipe, South 80' 39' 25" West 393.71 feet to an axle and South 80' 39' 25" West 40.60
feet to a point on a concrete driveway; thence North 18' 31' 36" East 120.00 feet crossing Bayside
Drive right-of-way to an Iron pipe in the Intersection of the eastern right-of-way line of Riverside
Drive with the northern right-of-way line of Bayside Drive; thence the following three calls with the
said eastern right-of-way line of Riverside Drive; North 18' 31' 36" East 500.92 feet to an iron pipe,
North 11' 11' 34" East 448.74 feet to an iron pipe, and North 20' 55' 35" East 397.78 feet to the
point of beginning, containing 72.40 acres according to a survey for Clearwater Marketing, LLC by
Hood L Richardson, PLS dated September 20, 2004 and recorded in Plat Cabinet H, Slide 5-A,
Craven County Registry, said Plat being incorporated herein by reference. Reference is also made
to Deed Book 1615, Page 406 and Deed Book 1778, Page 678, Craven County Registry.
That portion of the above described property which lies within the right of way of Bayside Drive as
shown on the above survey for Clearwater marketing, LLC is conveyed by Grantor without any
warranties.
ONE, I��ul��UNN
Image TD: 0000MOS4311 Type: CRP
Papa 4 of 4
8x3059PG159
M . 2,ISY 0.- CSC -1- -..-new.

Craven County Geographic Information System
haven County does NOT warrant the information shown on this page and should be used ONLY for tax assessment purposes.
This report was created by Craven County GIs reporting services on 4/19/2012 12:13:36 PM
Parcel ID : 2-036 -3001
Owner: AXIS PROPERTY LLC
Mailing Address: 205 POLLOCK ST NEW BERN NC 28560
Property Address : SANDY POINT RD
Description : WYATT LAND I I�
Lot Description :
Assessed Acreage: 72.400 Calculated Acreage: 72.440
Deed Reference : 3059-0156 Recorded Date : 1 26 2012
Recorded Survey : H-5-A
Estate Number :
Land Value :
$1,085,800
Tax Exempt: No
Improvement Value:
$0
# of Improvements: 0
Total Value :
$1,085,800
City Name:
NEW BERN
Fire tax District :
Drainage District :
Special District :
Land use : VACANT-MAPPED/PLATTED/DEVELOPE
Recent Sales Information
SALE DATE
Sellers Name
Buyers Name
Sale Type
Sale Price
1/26/2012
ATLAS NC 1 SPE LLC
AXIS PROPERTY LLC
STRAIGHT
$300,000
TRANSFER
1/26/2012
AXIS PROPERTY LLC
AXIS PROPERTY LLC
STRAIGHT
$0
TRANSFER
12/29/2009
SANDY POINT
ATLAS NC 1 SPE LLC
STRAIGHT
$512,000
PROPERTIES INC
TRANSFER
7/20/2007
RIVERSHORE
SANDY POINT PROPERTIES
STRAIGHT
$2,130,000
PROPERTIES LLC
INC
TRANSFER
9/20/2005
CLEAR WATER
RIVERSHORE PROPERTIES
STRAIGHT
$0
MARKETING LLC
LLC
TRANSFER
10/20/2004
SANDY POINT VILLAGE
RIVERSHORE LLC
STRAIGHT
$0
LLC
TRANSFER
10/20/2004
RIVERSHORE LLC
CLEAR WATER MARKETING
MULTI -PARCEL-
$400,000
LLC
SALE
3/6/1998
TAYLOR, ZACHARY TR
SANDY POINT VILLAGE LLC
PROPERTY
$0
TAYLOR TRUST Z
SPLIT
List of Improvements to Site
No improvements listed for this parcel

North Carolina Secretary of State
Page 1 of 2
North Carolina
Elaine E Marshall DEPARTMENT c)r-n-IE
Secretary 'E3E1C'RE'_1A ?Y0F STA I-E
PO Box 29622 Raleigh, NC 27626-0622 {919'}807-2000
Date: 4/20/2012
Click here to:
View Document Filings I File an Annual Report I
J Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report I
Corporation Names
Name Name Type
NC AXIS PROPERTY, LLC LEGAL
Limited Liability Company Information
SOSID:
1207136
Status:
Current -Active
Effective Date:
6/62011
Annual Report Due Date:
4/15/2012
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: BASS, CHRIS
Office Address: 205 POLLOCK ST.
NEW BERN NC 28560
Mailing Address: 205 POLLOCK ST.
NEW BERN NC 28560
Principal Office
Office Address:
Mailing Address:
Officers
205 POLLOCK ST.
NEW BERN NC 28560
205 POLLOCK ST.
NEW BERN NC 28560
Title: MANAGER
Name: CHRISTOPHER SHAWN BASS
Business Address: 205 POLLOCK STREET
NEW BERN NC 28560
Title: MEMBER
Name: PHILIP G REMBERT
Business Address: 222 CHURCH STREET
SUMTER SC 29150
Title: MEMBER
Name: COMPLETE MARKETING SOLUTIONS, LLC
httn://xvww.secretary.state.nc.us/corporations/Com.aspx?Pitemld=9750633 4/20/2012

North Carolina Secretary of State Page 2 of 2
Business Address: 165 DUCKS WAY
NEW BERN INC 28562
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2594
htti)://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=9750633 4/20/2012

North Carolina
Beverly Eaves Perdue
Mr. Dan Flye
CREO Development and Marketing
ATLAS NC I SPE, LLC
3450 Pacific Ave.
Virginia Beach, VA 23451
Dear Mr. Flye:
tilkT0
MODEN
Departs -lent of Environment and Natural Resources
Division of Udater Cualiiv
Coleen H. Sullins Dee Freeman
Director Secretaiv
December 6, 2010
Subject: Stormwater Permit No. SW7061211
Rivershore
High Density Subdivision Project
Craven County
The Washington Regional Office received a complete Stormwater Management Permit Application for transfer of
ownership for Rivershore development on October 1, 2010. We are forwarding Permit No. SW7061211, dated December
6, 2010, for the construction of the project.
This permit shall be effective from the date of issuance until July 6, 2017, 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.
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 150E of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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 Roger Thorpe, or me at
[phone].
Si erely,
odge
Regional Supervisor
Surface Water Protection Section
cc: East Carolina Consulting, PLLC
Rivershore Properties, LLC
Craven County Inspections
Doug Huggett, Division of Coastal Management
ashington Regional Office
North Carolina Division of Water Quality Internet: �n� rc. nnculenlunlity w.
943 Washington Square Mall Phone: [phone]i Urle
Washington, NC 27889 FAX [phone] NorthCarohna
An Equal Opportunity/Affirmative Action Employer —50%RecycleNl0%Post Consumer Paper NatllPallff

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
ATLAS NC I SPE, LLC
Rivershore
Craven County
FOR THE
construction, operation and maintenance of a wet detention pond 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.
This permit shall be effective from the date of issuance until July 6, 2017and shall be subject to the
following specified conditions and limitations:
I. 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 in Section 1.6 of this permit. The subdivision is permitted for 44 lots, each allowed
3,179 square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. 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 the approved plans.

N.
6. The following design elements have been permitted for this wet detention pond stormwater
facility, and must be provided in the system at all times.
a. Total Site, acres:
Developed Area, acres:
Drainage Basin Area, acres:
b. Total Impervious Surfaces, acres:
Number of Lots:
Impervious area per lot, ft2:
C. Pond Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP, ff:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Receiving Stream / River Basin:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
73.14
27.84
12.08
5.18
44
3,179
5.0
90%
1"
2.0
15,905
24,482
3.4
2.5"0 pipe
46,798
5,200
Neuse River/ Neuse River Basin
"SC-SWP-NSW '
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (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.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, does not exceed the allowable built -upon area. Once the
lot transfer is complete, the built -upon area may not be revised without approval from the
Division of Water Quality, and responsibility for meeting the built -upon area limit is transferred
to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for compliance with
the BUA limit, the plans reviewed must include all proposed built -upon area. Any approvals
given by the Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved
plans, including, but not limited to, those listed below:
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, acquisition, or sale of all or part of the project area. The project
area is defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
5. The Director may determine that other revisions to the project should require a modification to
the permit.
6. 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.
7. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, 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. Any deviations from the approved plans and specifications must be noted on
the Certification.
10. If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
11. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7061211, as issued by the Division of
Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 3,179 square feet. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and that portion of
the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,

coquina and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in
their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or
street. Lots that will naturally drain into the system are not required to provide these
measures.
Built -upon area in excess of the permitted amount will require a permit modification.
13. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
14. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
15. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
most occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
16. 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.
17. - 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.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone,
slate, coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by the
Director. In the event there is either a desire for the facilities to change ownership, or there is
a name change of the Permittee, a "Name/Ownership'Change Form" must be submitted to the
Division of Water Quality accompanied by appropriate documentation from the parties
involved. This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The project must be in

good standing with DWQ. The approval of this request will be considered on its merits and
may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of this permit
until such time as the Director approves the transfer request.
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 North
Carolina General Statute 143-215.6A to 143-215.6C.
4. 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.
5. 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.
6. 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.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address changes
within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the project.
10. This permit shall be effective from the date of issuance until July 6, 2017. Application for
permit renewal shall be submitted 180 days prior to the expiration date of this permit and must
be accompanied by the processing fee.
Permit issued this the 6 th day of December 2010.
NO , TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
wt,
for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7061211

Rivershore Page 1 of 2
Stormwater Permit No. SW7061211
Craven County
Designer's Certification
i, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/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.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date

Certification Requirements:
Page 2 of 2
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, a forebay, and
the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.

e�A
�i�J srt'y��i� Il OCT © 1 2010
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: St J 7c�CPf 21 1
2. Project Name: �(yCRj( lo�c
3. Current Permit Holder's Company Name/Organization: _P,tvE't,,Slaog£ i-"R�_arZT1ES,LL.0
4. Signing Official's Name: '?-05S `3EE3EE Title: r�i _X)PAL
(person legally responsible for permit)
5. Mailing Address: 29y QAveJ Sr
City: /VGr,.D %C�^D State: IVC_ Zip: g85L,0
6. Phone: (A52, ) C�33 -2o5ci Fax: ) (�33 - 9792
It. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
ErChange in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: AII.AS NC I SPF LL r-
2. Proposed permittee's signing official's name: -DAN RLY(=_._
3. Proposed permittee's Title: CY,rp 'DFvFLo'PMC,)7- AND .w-0%`ACn,-)(1
4. Mailing Address: S4So PAI g f=iC ^vf
City: \/(-)�C7INIA State: \./-I Zip: .9345)
Phone: [phone]Cc g(o Fax: (75 7) 4,22. 4A(cO
5. New Project Name to be placed on permit: i�IvE�,St��E
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach a copy of the deed transferring ownership of all common areas. Print Name
of HOA or POA in #1 above and provide name of HOA(POA) president in #2 above).
® The property owner.
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement and complete Property Owner
Information on page 4)
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev16Nov2009 Page 1 of 4

f I

III. REQUIRED ITEMS
This application package will not be accepted by the Division of Water Quality unless all of the
applicable required items listed below are included with the submittal.
1. This completed and signed form.
2. Legal documentation of the transfer of ownership. (For Permit Transfers Complete Current Permittee
and Proposed Permittee Sections)
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit and if not already submitted to DWQ.
5. If the Proposed Permittee is a corporation, LLC or General Partnership, provide documentation from
the Secretary of State office, which supports the named president, vice president, member, manager
or General Partner.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee to the property owner
or other responsible party such as an HOA, the processing fee is not required. Subsequent ownership
transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements:
❑ Check here if the Current Owner is only changing the owner name, company name or project
name, or the mailing address, and will retain ownership of the permit.
I, , the current owner, hereby notify the Division of
Water Quality that I am changing my name or company name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change 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 as outlined above are not included, this application package will be
returned as incomplete.
2 Check here if Current Owner is transferring (selling) the property to a new owner and will not
retain ownership of the permit.
I, '�S _Q�EE"_ZZE , the current owner, am submitting this application for a transfer of
ownership for permit It mr_0 7oCogl I . I hereby notify DWQ of the sale or other legal transfer
of the stormwater system associated with this permit. I further acknowledge and attest that I have
transmitted a copy of the most recent permit, a copy of the Designers Certification, a copy of the
DWQ approved plans and/or approved as -built plans, a copy of the approved Operation and
Maintenance agreement and copies of past maintenance records to the Proposed Permittee named
in Sections II and V of this form at the mailing address listed in Section II of this form. I further attest
that I assign all rights and obligations as permittee to the Proposed Permittee named in Section V of
this form. I understand that this transfer of ownership cannot be approved by the Division of Water
Quality unless and until the facility is in compliance with the permit and the Proposed Permittee signs
this form. I understand that in the event the facility is not in compliance or the Proposed Permittee
does not sign this form, the responsibility to bring the facility into compliance and to comply with the
terms and conditions of the permit remains with me until such time as the Proposed Permittee signs
this form and the Division approves it.
Signature: � , — � Date: - 2- - La
6 • Czhe r- ram/ a Notary Public for the State of
INo,rk-h av LA i nC County of V14 do hereby certify that
oSs �2���Ur personally appeared before me this;`�tYfimpr����''
c� day of L) gUS-7 20Q, and acknowledge the due ex ���ti��i,
forgoing instrument. Witness my hand and official seal, (Notary$e1`° NSA„99
Notary Sign-akure C� %2�,
., •., co. N•. G ��
SSW N/O Change Rev16Nov2009 Page 2 of 4 �i��/99 ; PrU�`;�p`

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, t7ANlr--L_ rLY6. , hereby notify the Division of Water Quality that I have
acquired through sale, lease or legal transfer, the responsibility for constructing and/or operating and
maintaining, the permitted stormwater management system. I have examined the permit and
inspected the permitted facility, and agree to assume the rights and liabilities contained in the permit
and to comply with the terms and conditions of the permit.
I attest that I have reviewed this application for an ownership change and it 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 incomplete.
I further acknowledge and attest that in the event the required facility inspection reveals that the
project is not in compliance with the permit, I understand this transfer of ownership will not be
approved until the project is brought into compliance. I acknowledge and attest that I have received a
copy of the most recent permit, a copy of the Designer's Certification, a copy of the DWQ approved
plans and/or approved as -built plans, a copy of the approved Operation and Maintenance agreement
and copies of past maintenance records from the previous permittee. I further acknowledge and
agree that I will construct and/or operate and maintain the system per the requirements listed in the
permit and ' the-O a ation a MaintenJ ance agreement.
Signature: - ie Date: `� /O
r.
iJo r je ec,her a Notary Public for the State of
in d of (r in,'a C1oh do hereby certify that
ri 2 � 1--I . P/�J2 ,��. ersonally appeared before me this the
day of ,'-e p`f-�ewi ber 20), and acknowledge6e due execution of the
forg ing instrument. Witness my hand and official seal, �p�
,! VRW I
F ri
t,.;
Notary Signature NI comm,l SS ion �xp ireS l0/3 i/o 3�:2oio
\/ N04
Additional copies of the original permit and the approved Operation and Maintenance plan can be
obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee, should be sent to the
appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
VICTORIA L. BEECHER
NOTARY PUBLIC
COMMONWEALTH OF VIRGINIA
My Commission Fpires October 31, 2010
VICTRin L. BEECHER
,rlY PUBLIC
COMhf? i;�-. JEALTH OF VIRGINIA
Nlycomr:::,; � ':*Ires October 31,2010
SSW N/O Change Revl6Nov2009 Page 3 of 4

'1 �' ('G�UWl22�MJ F: `�LP2 �;ICv'��• {r� 5"a l'
n;c!nl'IV r' 9EErlA

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name: 'Qgry FLY& �y
Organization: AnLAE-> NC i S-RE LLC.
Title within the Organization: C`V�Go 'DEvrzLo'FrIC-3-1- A rD MA�KrI��
Street Address: 3450 -;>ACi PiC. AvF—
City: VtikQN1A "lam-ACH State: VA Zip: ,;?3451
Mailing Address:
City:
Phone:
Email:
(if different from street
State:
Fax:
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop, lease or purchase the property. A
copy of the lease agreement or pending property sales contract has been provided with the
submittal, which indicates the party responsible for the construction and/or operation and
maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and that if the designated Proposed
Permittee dissolves their company and/or cancels or defaults on their lease agreement or pending
sales contract, 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 by submitting a
completed Name/Ownership Change Form within 30 days of procuring a developer, lessee or
purchaser for the property. I understand that failure to operate and maintain the stormwater
treatment facility in accordance with the 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 of the property owner
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of , 20_, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature
SSW N/O Change Rev16Nov2009 Page 4 of 4

North Carol ina Secretary of State
http://www.secretary.state.nc. us/corporate ons/Corp.aspx?Pitemld--074343
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 i9191807-2000
Date: 12/6/2010
Click here to:
View Document Filings I Sign Up for E-Notifications
Print apre-populated Annual Report Form I Annual Report Count I File an Annual Report
Corporation Names
Name
Name Type
NC ATLAS NC I SPE, LLC
LEGAL
Limited Liability Company Information
SOSID:
1088224
Status:
Current -Active
Effective Date:
3/122009
Dissolution Data:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Registered Agent
Agent Name:
CT CORPORATION SYSTEM
Office Address:
150 FAYEfTEVILLE ST., BOX 1011
RALEIGH NC 27601
Mailing Address:
150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Principal Office
Office Address:
JEFF MCKAY BB&T 200 W. SECOND ST., 7TH FLOOR
WINSTON-SALEM NC 27101
Mailing Address:
LISA 1. MOBERLY BB&T 200 WEST SECOND STREET 3RD
FLOOR LEGAL
WINSTOWSALEM NC 27101
Officers
Title:
MEMBER
Name:
Business Address:
JEFF MCKAY BB&T 200 W. SECOND ST., 7TH FLOOR
WINSTON-SALEM NC 27101
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Versi.
2529
1 of 1 12/6/2010 2:01 PM

EAST CAROLINA CONSULTING, PLLC
Land Development & Engineering
Land Planning . Residential . Coastal Design . Environmental
LETTER OF TRANSMITTAL
TO:
NCDENR
C/o Scott Vinson
943 Washington Square Mall
Washington, NC 27889
FROM: Derrick Smith DATE: 9 28 10
RE:
Rivershore Ownership Change Form for SW7061211
No. Description:
1 State Stormwater Permit Name/Ownership Change Form
Note:
Please give us a call if you need anything else, thank you.
Signed:
111 au�o�o
Date:
9/9/30
PO Box 20714 . Greenville, NC . 27858
Dcs 252.714.3034 Hgn 252.327.9623 Fax [phone]

Vinson, Scott
From:
Vinson, Scott
Sent:
Monday, July 19, 2010 3:03 PM
To:
'[e-mail]'
Subject:
Rivershore - Craven Co. SVV7061211
Howard,
The Div. of Coastal Management (C/o Doug Huggett) received your request to transfer the State Stormwater permit on
Friday and passed it on to us, DWQ, today. We have a transfer form that will need to be filled out by both parties and
submitted prior to our being able to transfer the permit. It will more than likely be Bill Moore who actually performs the
transfer since he was the original review engineer, but I would be more than glad to answer any questions you may have
after reviewing the form.
The Name/Ownership change form that would be used in the transfer of ownership from the current permittee can be
found either here:
http://portal.ncdenr.org/c/document library/get file?uuid=73a78287-bld9-4833-8420-
e07167f23df9&groupld=38364
or here at the "State Stormwater Name/Ownership Change Form" link:
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots
Take care,
Scott Vinson
*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.
pi e, ^
CJ
Por.
S 9V)d2-
w v

EAST CAROLINA CONSULTING, PLLC
Land Development & Engineering
Land Planning . Residential . Coastal Design . Environmental
Date: July 13, 2010
Washington Regional Office
NCDENR-DWQ
C/o Doug Huggett, Manager
943 Washington Square Mall
Washington, NC 27889
E-mail: [e-mail]
Re: RIVERSHORE PUD, Stormwater Permit No. SW7061211
Mr. Hodge,
The property formerly owned by Rivershore Properties, LLC received their Stormwater Permit
SW7061211 from NCDENR-Division of Water Quality on July 6, 2007. This permit allowed for
the construction of the Rivershore (PUD) Subdivision. Rivershore was proposed as a single
family development consisting of 44 lots, 2,274 LF of streets and a storm water treatment
pond.
As of this date, the only construction that has taken place was some minor roadway
construction of the first 500-600 foot of entrance road. Construction consisted of undercutting
of some un-suitable soils, backfilling of the 404 wetland crossing and some stone base to
reinforce the driveway. The purpose of this construction was for sales and marketing purposes.
This construction took place in the summer of 2008 and no other construction has taken place
since.
This past December, the property in question was foreclosed on by a subsidiary of Branch
Banking & Trust (BB&T) entitled ATLAS NAPE LLC. A copy of the current deed is attached, as
well as current Tax Parcel ID Card for reference.
BB&T has contracted us to work with NCDENR to have their Storm Water Permit transferred/or
re -issued to their name. Per this letter, we are requesting that this permit be re -issued in the
name of the current land owners:
Branch Banking & Trust
Attn: Lopsley W. Hamblen
110 S. Strafford Road
Winston Salem, North Carolina 27104
P.O. Box 20714. Greenville, NC . 27858
Dcs 252.714.3034 - Hgn Cell 252.327.9623 - Fax 252.7S6.9161
www.eccpllc.com

EAST CAROLINA CONSULTING, PLLC
Land Development & Engineering
Land Planning . Residential . Coastal Design . Environmental
Our contact person with BB&T has been with Daniel H. Flye, Jr. of Branch Banking & Trust Co.,
Mail code: 300-04-01-00, 3450 Pacific Avenue, Virginia Beach, VA 23451-2835,
([e-mail]). Feel free to contact him as needed.
If you need any additional information, please contact me at [phone] or email at
[e-mail].
Sincerely,
Howard Nichols, Principal
East Carolina Consulting, PLLC
Attachments:
Stormwater Permit
Deed
Tax Card
Cc Dan Flye, BB&T (via email)
P.O. Box 20714 . Greenville, NC. 27858
Dcs 252.714.3034 - Hgn Cell 252.327.9623 - Fax [phone]
www.eccpllc.com

(Pago 1 of 4)
TRUSTEE'S DEED
Deed Stamps: $1,024.00
Prepared by: Walter W. Pitt, Jr.
fter recording return to:
Bell, Davis & Pitt, P.A.
P. O. Box 21029
Winston-Salem, NC 27120-1029
The property does not include the pFii
NCGS§
NORTH CAROLINAa )
CRAVEN COUNTY�� o%)
17.2.
a a 1u: OpOp01792210 Type: CAP
Nln TRUSTEES DEED
Recorded: 12/29/20o9 at 12:62:26 PM
Fee Aat: $1,052.00 Pape 1 01 I
Revenue Tax: $1,024.00
We rkrlowe 0000017800-0001
Graven, NC
Shard B. Richard Replater Gr,Doeda
aK2881 pD539
the Substitute Trustee.
Tax ID tf 2-036-3001
THIS DEED made this.JZe L day of December, 2009, by Walter W. Pitt, Jr., Substitute
Trustee, havi g a mailing address of P.O. Box 21029, Winston-Salem, NC 27120-1029, to Atlas
NC I SPE, I.-I.C, having a mailing address of 3450 Pacific Ave., Virginia Beach, VA 23451.
11-�\ )) v WITNESSETH:
That whereas, Sandy Point Properties, LLC on July 20, 2007, made and executed to
BB&T Collateral Service Corporation, Trustee, a Deed of Trust recorded in Book 2627, Page
410 upon the lands hereinafter described, and whereas the said Sandy Point Properties, LLC
failed to comply with the terms of said Deed of Trust; and whereas Walter W. Pitt, Jr. was duly
appointed substitute trustee by instrument recorded in Book 2959, Page 709; and whereas the
said Substitute'[ rustee in compliance with the terms of said Deed of Trust exposed said lands to
public sale to the highest bidder, after due advertisement, on December 10. 2009, at the Craven
County Courthouse door in New Bern, North Carolina, when and where, and after the expiration
of all upset bid periods, Branch Banking and Trust Company became the last and highest bidder
with a bid anmount of $512,400.00, Said bid has been assigned to Atlas NC 1 SPE, LLC
NOW, THEREFORE, for and in consideration of the premises and other valuable
consideration to the said Substitute Trustee by the said Atlas NC I SPE, LLC, the receipt whereof
Book 2881. Paae 539, File Mi ex

(Page 2 of 4)
imaueiii����0001� Ty,,: image 10; TEES D]52231 Type: CqP
Nlntl: TRUSTEES DEED
Pagm2881 gn540` 2 pr <
ry.,
is hereby acknowledged, the said Substitute Trustee does by these presee.y ...
convey unto the said Atlas NC I SPE, LLC, and its heirs, successors and assigns, the following
tract of land lying in Craven County, North Carolina and more particularly described as follows
All that certain tract or parcel of land lying and being situate in Number 2 '1
Craven County, North Carolina and being more particularly described as follows:
BEGINNING at an iron pipe in the intersection of the eastern right-of-wuy 6PRiverside
Drive (S.R. 1607) with the southern right-of-way line of Sandy Point Road (S.R71609`and
also known as Third Avenue), thence South 78045' 08" Fast 270.25 feet with�th'e.southern'
right-of-way of Sandy Point Road to an iron pipe at the northwestern corner of the1City of
New Bern lift station; thence with the western line of the city of New Bern ,lifl,station South
120 00' 00" West 50.00 feet to an iron pipe; thence with the southern line of the City of New
Bern lift station South 780 00' 00" East 70.00 feet to an iroorpipe; thenceAsvitlrthe eastern
line of the City of New Bern lift station North 120 East 50.00feet to an iron pipe in the
southern right-of-way line of Sandy Point Road; thence.South' 77°L22%201' East 323.81 feet
with the southern right-of-way line of Sandy�pointRoad Ito=anfiron pipe in the
northwestern corner of Lot 1, Block "P", Additton.to Riverview\Park, October, 1949, Map
Book 3, at Page 90, Craven County Registry (see also�Ad4dition,lo Riverview Park, March
1951, Map Book 4, at Page 35 and Surveyslar Cape Fear Corporation, October 23, 1973,
Plat Cabinet A, Slide 10-B); thence SouttiA8° 00' 00'`East 100.00 feet with the northern
line of the said Lot 1 (also southern right-of-way.line of,Sandy Point Road) to an iron pipe;
thence continuing South 780 00' 00" Ea'st f00.00 feet with the northern line of Lot 2, Block
"P" (also southern right-of-way.line of Sandy Point Road) to an iron pipe; thence South 12°
00' 00" West 200.00 feet withrthe oc mmon lice of Lots 2 and 3, Block "P" to an iron pipe;
thence South 78° 00' 00" East with the'southeru line of Lot 3, Block "1'" 100.00 feet to an
iron pipe; thence South,78° 00' 00" East with the southern line of Lot 4, Block "P" 100.00
feet to an iron pipe in [tie,southeastern corner of Lot 4, Block "P", thence North 12° 00' 00"
East 200.00 feet with.the eastern side lot line of Lot 4, Block "P" to an iron pipe in the said
southern right-of-way�hne-of$andy Point Road; thence South 78° 00' 00" East 60.00 feet
with the southern,,right of -way line of Sandy Point Road to an iron pipe in the
northwestern comer of,L'ot 1, Block "O", Addition to Riverview Park, October, 1949, Map
Book 3,,at Page 90, Cra`veu Couuty Registry (see also Addition to Riverview Park, March
1951, Map�Book 4; at`Page 35 and Survey for Cape Pear Corporation, October 23, 1973,
Plat Cabinet,,A, Slidef10-B); thence South 12° 00' 00" West 200.00 feet to in iron pipe in
the southwestern corner of Lot 1, Block "O"; thence South 78° 00' 00" East 752.00 feet,
from Reference Point A, with the southern lines of Lots 1 lhru 8 of Block "O", crossing
iron pipes set at iutervals of 94.00 feet to an iron pipe in the southeastern corner of Lot 8,
Block "O" Reference Point B; thence South 78° 00' 00" East 50.00 feet with the southern
terminus of the Water Street right-of-way to an iron pipe in the southwestern corner of Lot
1, Block "R", Addition to Riverview Park, October 1949, Map Book 3, at Page 90 (see also
Addition to Riverview Park, March 1951, Map Book 4, at Page 35 and Survey for Cape
Fear Corporation, October 23, 1973, Plat Cabinet A, Slide 10-B); thence South 780 00' 00"
East 300.00 feet with the southern lines of Lots 1, 2, and 3, Block "R" to an iron pipe in the
southeastern corner of Lot 3, Block "R" thence North 1 to 57' 55" East 167.05 feet with the
eastern line of Lot 3, Block "R" to a North Carolina Department of Transportation
concrete right-of-way monument; thence South 43° 01' 43" East 127.30 feet with the North
Carolina Department of Transportation right-of-way as described in Deed Book 1533 at
Page 127, Craven County Registry, to a concrete right-of-way monument; thence South 79°
Hook 2881. Pace 539. File LTuober

(Page 3 of 4)
33' 35" East 39.04 feet with the said Department of Transportation right-of-way to a
concrete monument; thence with a North Carolina Department of Transportation right-of-
way line, being the western right-of-way line of U.S. Highway 17, as follows: a curve to the
right having an arc distance of 1752.18 feet, a radius of 2,893.40 feet, a chord length of
1,725.53 feel, a chord bearing of South 270 54' 09" West and a delta angle of 340 41 050" to
a point on the high water mark of the Neuse River; thence with the high water mark,of the
Neuse River along a traverse line the following twelve calls to points in the high water mark
of the Neuse River; North 470 06' 55" West 40.01 feet; North 430 41' 36" West 126.18 feet;-
North 490 49' 48" West 160.43 feet; North 540 51' 07" West 117.71 feet; Nor'th`59°.39"57:"
West 187.42 feet; North 760 437 05" West 109.41 feet; North 670 56' 13� West 169:16ofget;
North 750 01' 12" West 163.10 feet; South 870 53' 35" West 17.71 feet; Northt77°402' 41"
West 119.19 feet; North 840 57' 54" West 89.34 feet; and North 76°)33',27'1Wes[y163.97
feet to a point on the bulkhead and on the high water mark of the Neuse River; thence the
following two calls with the said bulkhead South 280 31' 49" West 15.69,feel and�South 870
43' 55" West 19.48 feet; thence the following three calls with'lhe eastern side of lot line of
Lot 12, Block "L", Plan of Riverview Park, August 1944,,Map Book,2„page 69 (see also
map of Wyatt Place, July 1946, Map Book 2, at,Page 130aannd-Survey for Cape Fear
Corporation, October 23, 1973, Plat Cabinet A,,Slide 10-8); North 08° 20' 35" West 22.60
feet to an iron pipe; North 080 20' 35" West 75.00,fee6to an icoo pipe, and North 080 20'
35" West 136.34 feet to an iron pipe at th Jnortheastern corner of Lot 12, Block "L';
thence the following three calls with Block "L" along the southern right-of-way line of
Bayside Drive; South 800 39' 25" West'106.29,feet to anion pipe; South 800 39' 25" West
393.71 feet to an axle and South 800 '39"25"West 40.60 feet to a point on a concrete
driveway; thence North 180 31' 36"East 120.00,feet crossing Bayside Drive right-of-way to
an iron pipe in the intersection'of the eastern right-of-way line of Riverside Drive with the
Bayside Drive; thence the following three calls with the said
northern right -of --way line oil
eastern right-of-way line'of Riverside Drive; North 180 31' 36" East 500.92 feet to an iron
pipe, North 110 11' 34" East A48.74Yeet to an iron pipe, and North 200 55' 35" East 397.78
feet to the point ofpegin _ , containing 72.40 acres according to a survey far Clearwater
Marketing, LLC'by Hood'I,,Richardson, PLS dated September 20, 2004 and recorded in
Plat Cabinet .H; Slide ' Craven Registry, said plat being incorporated herein by
reference. Reference is,also made to Deed Book 1615, Page 406 and Deed Book 1778, Page
678, Craven County Registry.
That poriion`of the.above described property which lies within the right of way of Bayside
Drive as stiowo on/the above survey for Clearwater Marketing, LLC is conveyed by
Grantor without any warranties.
This conveyance is made subject to that certain deed of trust from Clearwater Marketing,
LLC to Southland Associates, Inc., Trustee for Central Carolina Bank (now SunTrust
Bank) in the original principal sum of $400,000.00 dated October 20, 2004, and recorded in
Book 2241, at Page 672, In the Office of the Register of Deeds of Craven County. In
accepting this deed, the Grantee, as a portion of the consideration for this conveyance,
hereby assumes and agrees to pay the balance due on the note secured by the aforesaid
deed of trust and further assumes all the obligations as set forth in said note and said deed
of trust including, but not being limited to, the obligation to repay the indebtedness.
I �p � M 151111111111111
Ki0 a in:TRU000000TEES 1792232 Type. OBP
EED Vane 3 of 4
BN2881 Pa541
Book 2881. Pace 539. File n,nober

(Page 4 of 4)
TO HAVE AND TO HOLD said lands to the said Atlas NC I SPE, LLC, its heirs,
successors and assigns, to their use and benefit forever;
And the said Substitute Trustee covenants that he is seized of said premises and has the
right to convey his interest, as Trustee, in the same, and that he will warrant and defend the title
to the same insofar as it is his duty to do so by virtue of his said office as Substitute Tr
u`stce and
no further; subject, however, to any unpaid taxes and special assessments, easements, rights -of -
way and restrictions of record, if any, and all encumbrances existing prior to there oc ding of the
above referenced Deed of Trust.
The property described herein is being conveyed "AS IS
expressly set forth above, neither the Trustee nor the beneficiary of tt
nor the officers, directors, attorneys, employees, agents or authorized
Trustee or the beneficiary of the Deed of Trust foreclosed make an)
relating to the title or any physical, environmental, health or,safety C
or relating to the property conveyed, and any and all responsibilities c'
in any way relating to any such condition expressly are Jklaimed:•`
IN TESTIMONY WHEREOF
seal on the date first above written.
Forsyth County, North Ca
1, certify that Wal
day and acknowledging U
hand and official sump or
(Official Scal)
[(:k7CHrFrYL
00000Pob NNOM :a
NTY OF OAV!CSON L. VAUGHA14-oo-aioaan�+. �.
the said Substitute'Tnisicc has
o
as
va of either the
.ion or warranty
testing in, on, at
arising out of or
set his hand and
PI"1"f, JR.
Substitute Trustee
t
Pitt,'Jr Substitute Trustee, personally appeared before me this
et.he voluntarily signed the foregoing instrument. Witness my
iis,22nd dayof December ,Zppg,
ff ,
Official Sign. ture of Notary
Cheryl. L Vaughan
Notary's printed or typed name, Notary Public
My commission expires: 3/19/2012
IIIWt mMllogINNillitilIIIIIiIIII
Ina ID: 000W1792233 Type: CAP
Kind: TRUSTEES DEED
Page 6 01 d
eK2881 PD542
Boot 2891. Paae 539. File ffimiher

Parcel ID
Owner:
Mailing Address
Property Address
Description :
Lot Description
Craven County Geographic Information System
Craven County does NOT warrant the information shown on this page and should be used ONLY for tax assessment purposes.
This report was created by Craven County GIs reporting services on 3/6/2010 3:36:41 PM
2-036 -3001
ATLAS NC 1 SPE LLC
3450 PACIFIC AVE VIRGINIA BEACH VA 23451
SANDY POINT RD
WYATT LAND
Assessed Acreage:
72.400
Calculated Acreage:
72.410
Deed Reference :
2881-0539
Recorded Date :
12 29 2009
Recorded Survey :
H-5-A
Estate Number:
Land Value:
$567,070
Tax Exempt:
No
Improvement Value:
$0
# of Improvements :
0
Total Value :
$567,070
City Name:
NEW BERN
Fire tax District :
Drainage District :
Special District :
Land use :
VACANT-MAPPED/PLATTED/DEVELOPE
SALE DATE
12/29/2009
7/20/2007
9/20/2005
10/20/2004
10/20/2004
3/6/1998 TAYLOR, ZACHARY TR
TAYLOR TRUST Z
Sellers Name
Recent Sales Information
Buyers Name Sale Type
SANDY POINT ATLAS NC 1 SPE LLC STRAIGHT
PROPERTIES INC TRANSFER
RIVERSHORE SANDY POINT PROPERTIES STRAIGHT
PROPERTIES LLC INC TRANSFER
CLEAR WATER RIVERSHORE PROPERTIES STRAIGHT
MARKETING LLC LLC TRANSFER
SANDY POINT VILLAGE RIVERSHORE LLC STRAIGHT
LLC TRANSFER
RIVERSHORE LLC CLEAR WATER MARKETING MULTI-PARCEL-
LLC SALE
SANDY POINT VILLAGE LLC PROPERTY
SPLIT
List of Improvements to Site
No improvements listed for this parcel
1 12
Sale Price
$512,000
$2,130,000
$0
$0
$400,000
$0

LAYOUT
i ug" ....
httre//eismat)s.cravencounty.com/maps/map_print.asp?pid=2-036-3001&minX=2591825... 3/23/2010

eof WA 1F9
kLRO
Michael F. Easley, Governor
Y William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
1
-� Coleen H. Sullins Director
Division of Water Quality
DIVISION OF WATER QUALITY
July 6, 2007
Rivershore Properties, LLC
Attn: Mr. Ross Beebee
240 Craven Street
New Bern, NC 28560
Subject: Stormwater Permit No. SW7061211
Rivershore PUD
High Density Stormwater Project
Craven County
Dear Mr. Beebee:
The Washington Regional Office received a completed
stormwater application and supporting information for the subject
project on June 29, 2007. It has been determined that this
project will comply with the Stormwater Regulations set forth in
Title 15A NCAC 2H.1000. We are forwarding Permit SW7061211 dated
July 6, 2007 to Rivershore Properties, LLC for the construction
and operation of a wet detention pond to serve Rivershore PUD
located off Sandy Point Road at Bridgeton, NC.
This permit shall be effective from the date of issuance
until July 6, 2017, 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.
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, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and
binding.
North Carolina Division of Water Quality Internet h2o.encstate.nc.us
943 Washington Square Mall Phone; 252-946-6481
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Afnnat[ve Action Empbyer — 50% Recycledlt 0% Post Consumer Paper
Nne
orthCarolina
Naturally

Rivershore Properties, LLC
July 6, 2007
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 948-
3919.
incerely,
L.
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Avolis Engineering
Town of Bridgeton Planning/Inspections
v4ashington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7061211
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
Rivershore Properties, LLC
Craven County
FOR THE
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
grass swales, vegetated buffers and a wet detention pond to serve
Pivershore PUD located off Sandy Point Road in Bridgeton, NC.
This permit shall be effective from the date of issuance until
July 6, 2017, and shall be subject to the following specified
conditions and limitations:
I. 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 4 of this permit,
the Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream:
Stream Classification:
Total Site Area:
Developed Area:
Drainage Basin Area:
Total Impervious:
Area Allowed
Pond Depth:
Required Storage Volume
Provided Storage Volume
Required Surface Area:
Provided Surface Area:
Controlling Orifice:
Rivershore PUD
SW7061211
Craven County
Rivershore Properties, LLC
240 Craven Street
New Bern, NC 28560
12/07/2006; original
06/29/2007; complete
Neuse River
SC -NSW
73.14 acres
27.84 acres
12.08 acres
5.18 acres
5.0 ft
22,988 cf
24,482 cf
15,786 sf
15,905 sf
drawndown orifice 2.5-inch at
elevation 2.0 ft.
0
119

4. 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.
5. 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.
6. 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.
II. 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:
5

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.
III. GENERAL CONDITIONS
1. 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
North Carolina General Statute 143-215.6(a) to 143-215.6(c).
3. 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.
6

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. At least six months prior to the expiration date, the
permittee must submit a written request for permit renewal
to the Division of Water Quality, Washington Regional
Office.
Permit issued this the 6 th day of July, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Eor Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental
Permit Number SW7061211
7
Management Commission

Stormwater Permit No. SW7061211
Rivershore POD
Swales, Vegetated Buffers, and Wet Pond
Craven County
Designer's Certification
I,
, as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(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

IN Qft DR State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION � �yµ,,r�
G/l7�:•
I. .Applicants name (specifv the name of the corporation, individual. etc. who owns the project): hs e n ov
Rivershore Properties; LLC AteeR4 //
- qra ��
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Rncc Pm),_ ..._—,___'..
3. Mailing Address for person listed in item 2 above:
- 240 Craven Street
City: -fit,, Bern
State: NC zip. 2856Q
Telephone Number: ( 252 633-2059 ,l
4. Project Name (subdivision. facility, or establishment name - should be consistent vrith project name on plans.
specifications. letters operation and maintenance agreements. etc.):
Rivershore - A Planner] Unit DevPI n v unf
5. Location of Project (street address):
Sandy Point Road, NCSR 1609
City: New Bern
County: Craven
6. Directions to project (from nearest major intersection):
Highway 17 South at Bridgeton, turn left on Bernhurst Road. At end of
road turn left on Sandy Point Road. Project on right.
7. Latitude: N350 06' 21"
Longitude: W77° 00' 45" of project
3. Contact person who can answer questions about the project:
Name: Ross Beebee
Telephone Number: ( 252 ) 633-2059
II• PERMIT INFORMATION: Q►ev1&er1q_a
PM�,�•he.hef.
I. Specify whether project is (check one): X New
Renewal Modification
Form S%1'U-101 Version 3.99
_ Pace I of

�
' ;.'
..�.. � .v
♦. r,1
..1
,:
'�
�:� .. l.� .. t.: v.

2. I(thisepplication 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): _
_LAMA Major X Sedimentation/Erosion Control X 404/401 Permit _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 . -
Stortmaater ninoff is being treated through central stor water retention pond
to 90% TSS removal.
2. Stormw"ater runoff from this project drains to the Neuse
River basin.
3. Total Project .area: 12.0$ 7-0 �� / � r
acres 73. 14- 4 Project Built Upon Area: 42.9 06
6. HowmanY drainage areas does the project have? 1
rev .grt.a_ Z7. g4. <c /AGIYoSy�o�t � G✓L
6. Complete the following information for each drainage area. If the. are more than w. o drainage areas in the
project. attach an additional sheet with the information for each area pro% ided in the same format as belovr.
Basin Information
Drainage Area I Draina.-e .area 2
Recei�ingStream \"ame
Neuse River
Receiving Stream Class
SC; SW, NSW
Drainage Area � 12.08 AC
Existing lmpervious�Area 0
Proposed Impervious'. Area 225, 559 SF, 5.18 AC
46 Impervious' Area (total) 1 42.9% s.l 8 _ I Z • Ug _
Impervious- Surface Area
On -site Buildings
Drainage Area I
Drainage Area
On -site Streets
107,824.SF,.;.2,gg AC
On -site Parking
70,525 SF, 1.62 AC
On -site Sidewalks
30,360 SF, 0.70 AC
Other on site
1106,850 SF 0.39 AC
� total: Y15, 559 SF 5 18 AC TotaP
Impervious area is defined as the built upon area including. but not limited to. buildings. roads. parking areas.
Sidewalks. gravel areas. etc.
FormSWU-101 Version3.99
Page 2 of 4
T,-W s•-te 73.14-
PA,W..14 +y, -o
D..r. Awc 27. B¢
71.34-

Y

7. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary, significantly, a table
listing each lot number. size and the allowable built -upon area for each lot must be provided as an attachment.
1. the following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
?. No more than 31179 square feet of any, lot shall be covered by structures or impervious marerials.
impen ious materials include asphalt, gravel. concrete, brick. stone, slate or similar material but do not include ti rod
decking or the water surface ofsrimming pools.
3. Swales shall not be filled in. piped, or altered except as necessary to provide drivetcay crossings.
4. Built -upon area in excess Of the permitted amount requires a state storm uatermanagementpermit modilicar ion prior ro
construction.
5. .All permitted runolrfrom outparcels or future det elopmem shall be directed into the permit red scormu ater control
system, These connections to the stormuater control system shall be perfomted in a n;anner that maintains the integriry
and performance orihe system 25 permitted. -
f, Bc \ our signature belon, co❑ ce,-tifs t'r,at the recorded deed restrictions and proiecm e cocenan•s for this project
-all include all the applicable items required abote. that the cocenams trill be binding on all parties and persons
claiming under them. that they trill run t% th the land. that the required cos enants cannot be changed or deleted
I, vrithout concurrence from the State, and that thev will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormuater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormttaier and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Form SWU-103
Wet Detention Basin Supplement
Form SWU-104
Infiltration Basin Supplement
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Form SWU-108
Underground Infiltration Trench Supplement
Form SWU-109
Neuse River Basin Supplement
Innovative Best Management
Practice Supplement
,'onn SA'U-101 Version 3.99
Pale 3 of

V1. 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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
I. Please indicate that you have provided the following required information by in in the space provided
next to each item.
Original and one copy of the Stormwater Management each
Permit Application Form Initials
One copy of the applicable Supplement Form(s) for each Bl`4P
Permit application processing fee of S420 (payable to NCDENR)
Detailed narrative description of stormwater treatment/management
Two copies or plans and specifications, including:
- Development/Project name
- Engineer and firm
Legend
-.North arrow
Scale
- Revision number 8 date
- Mean high water line
- Dimensioned property/project boundary
- Location map With named streets or NCSR numbers
- Original contours. proposed contours. spot elevations. finished floor elevations
- Details of roads, drainage features. collection wstems, and storm%rater control measures
- \Vedands delineated. or a note on pans that none exist -
- Existing drainage (including off site). drainage easements. pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
\'ll. AGENT AUTHORIZATION
f rou vrish to designate authority to another individual or firm so that the\ may pros ide info, oration on your
behalf. please complete this section. - -
Designated agent (individual or firm): Avolis Engineering P.A.
'failing Address: P.O. Box 15564
Cine New Bern State: NC Zip: 28561
Phone: ( 252 633-0068 Fax: ( 252 633-6507
"VIll. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in Ceneral Information, item 2) Ross Beebee
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1 oo0.
<x
Ross
Form S\VU-101 Version 3.99 Page 4 of
((- )0-oce

Permit No.
(to be provided br DIV&
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may he photocopied for use as an original
DWQ Stormwater Management Plan Rc ea
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications shoeving all basin and outlet
structure details.
L PROJECT INFORMATION
Project Name: Rivershore - A Planned Unit Development
Contact Person: Ross Beebee Phone Number: ( 252 ) 633-2059
For projects with multiple basins, speciR' n'hich basin this %+orksheet applies to:
chn alions
Basin Bottom Elevation -3.0 '�
Permanent Pool Elevation 2.0 f/ ft
Temporary Pool Elevation 3.4 ft.
;!teas
Pennarient Pool Surface Area 15,905 ,/ sq. fi
Drainage Area 12.08 ac.
Impel) ious Area
vohnnes
5.18 ac
Poor of the hacin )
(elera»on of the orifice)
(eleratiot of the discharge snvc1twe ovc) floii
(watersur face area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -sire drainage to the basin)
Permanent Pool Volume 146—, 7988 cu. ft. (cornbined volume of main basin and forebay)
Temporary Pool Volume 24, a ✓ cu. ft. (volume detained above the permanent pool)
Forebay Volume 51200 cu. ft. (approsimarelv?0% of total volznrre)
Other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal '-
:orm SWU-102 Rev 3.99
3.0 (surface area to drainage area ratio from D Ii'O table)
2.5 in. (3 to 5 day tem orm
P Y Pool draw -down reguirecl)
1 in.
90 % (nrinirnmrr85%required)
Page 1 of 4

Footnotes:
H'hen 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. .
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 909, TSS removal.
H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater 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 went may initial below. If requirement has not been met, attach justification.
Applicatnts Initials
` a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
t� b. The forebay volume is approximately equal to 30% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws dots n in 2 to d days.
e. If required, a 30-foot vegetative filter is pro%ided at the outlet (include non -erosive flow
calculations)
ey f. The basin length to width ratio is greater than 3:1.
g g. The basin side slopes abo\ e the permanent pool are no steeper than 3: 1.
It. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I. If the basin is used for sediment 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.
Ill. 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) XN4M R does not incorporate a vegetated filter at the outlet.
This system (check one) 0d= R does not incorporate pretreatment other than a forebay.
orm SIVU-102 Rev 3.99 Page 2 ON

Maintenance activities shall be performed as follows:
I. 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.
'_. 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.
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 v, hen 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 cater quality (i.e.
stockpiling near a .vet 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.
\\'hen the permanent pool depth reads 3.75 feet in the main pond. the sediment shall be removed.
\\ hen the permanent pool depth reads 3.75 feet in the forebay. the sediment shall be remora ed.
BASIN DIAGRAM
!fill in dre blankcl
p Permanent Pool Elevation 2.0
Sediment Re oval EI.--.75 - 1 75 0
----- V Sediment Removal Elevation-3 .75 75%
Bonom Etc ation —3. 0----� V
%-------------------------------------------- ---
Bonom Elevation —3.0 4 25% /
FOREBAY >IA1N POND
5.Remove cattails and other indigenous wetland plants when they cover 56% 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 g of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form S\\'U-102 Rev 3.99 Page 3 of 4

7. . Adl corhponcnts of the wet detention basin system shall be maintained in _ood working order.
I acknowledge and agree by my signature below that 1 am responsible for the perfonnance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to thesystem or responsible party.
Print name: Ross Beebee
Title: Member/Manager
Address: 240 Craven Street, New Bern, NC 28560
252-633-2059
Date: lu-UlO
Note: The lecally responsible pang should not be a homcoancrs association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
Beth Simmons
a Nolary Public for the State of North Caroliraa
Cauvy of Craven do herebv cenify that Ross Beebee
eronalh appeared before me this r"O1 da% of NoQA tj�t� 20:j�x , and acknow ledge the due
_.vecution of the forgoing %vet detention basin maintenance requirements. Witness my hand and official seal.
SI
NOTARY
PUBLIC
y
SEAL
MY commission expires April 22, 2009
Form S%VU-102 Rev 3.99 PaQc 4 of 4

STORMWATER NARRATIVE
Rivershore - A Planned Unit Development
Sandy Point Road, NCSR 1609
New Bern, North Carolina
qW
The Rivershore Planned Unit Subdivision consists of the development ofA.4 single-family
f residential subdivision lots on a total o73.14 acres of land located off ofSandy Point Road in
New Bern, Craven County, North Carolina. The majority ol'the development is concentrated on
the northeastern
corner of the subject property on a total area covering approxin�ely 27.84
acres. Of hiss a� total of 1'2:08 acres is draining to the proposed stormwater ret�tion pond.
The remaining areas of th�site are fringe areas including wetlands and the existing pond located
on the site. It is proposed that a public road system, publi utility system and 44 single-Iaunily
residential lots be developed as depicted on the project plans.
The subject property is currently undeveloped and the upland areas of the site are covered with
sparse timber vegetation. The majority of the subject property is classifiable as wetlands. Other
than one small road crossing to construct the access road, no other wetland impacts are proposed.
A large lake exists on the subject property which is manmade.�This lake is Ilydraulicafly'nohj'
rmected-to-any-ofthe-existing-ditches-or-wetland-areas-adjac
The project will be developed to an overall density of 42-.9% considering th'e 12-.08-acre-project
drainage basin. In order to comply with the Coastal Stormwater Permitting Regulations and the
City of New Bern's Stormwater Permitting Regulations, it is proposed that an engineered
stormwater system be developed on the site. Spcci I ically, it is proposed that the runoff from
impermeable surfaces, front yard areas and the new public roadway system, be directed into a
new stormwater ret ration -pond -designed and constructed to 90°7o TSS-removaIstandard -'Ih
storm -water pond -will -discharge to the existing pond-loeated-on-thepite. An outlet structure to
disc hard parall�. H ging to the ditch locateU.Sighway-I'7-right-of-way will be constructed
atthis existing -pond to allow runoff to existing site!
Stormwater runoff from the development is being conveyed to the stormwater pond through a
series ofdrop inlets and underground piping.
As designed, the stormwater collection and treatment system complies with the Coastal
Stormwater Permitting Regulations and also with the City of New Bern's Stormwater Permitting
Regulations.

Avolis Engineering, P.A.
Page I of']
From:
"Bill Moore" <[e-mail]>
To:
<avoliseng@Ipmonline. net>
Sent:
Wednesday, June 27, 2007 1:50 PM
Subject:
Rivershore Stormwater Permit
1-ley Kevin,
This is a follow-up to our phone conversation this morning. I
dydited the permit; looking for some minor revisions from you by Friday.
I) Sheet C9 - 2 copies revised plan showing vegetation plan; correct
t�p pool elev on detail to 3.4
evised stormwatcr narrative page
Page 3A of calculations: revise pond dimensions to match plans
If you have questions, please advise.
V�- n
RLCEE` ED
JUN 2 9 2007
DWQ-.WARO
6/27/2007

am
STORMWATER NARRATIVE
Rivershore - A Planned Unit Development
Sandy Point Road, NCSR 1609
New Bern, North Carolina
The Rivershore Planned Unit Subdivision consists of the development of 44 single-family
residential subdivision lots on a total of 73.14 acres of land located off of Sandy Point Road in
New Bern, Craven County, North Carolina. The majority of the development is concentrated on
the northeastern comer of the subject property on a total area covering approximately 27.84
acres. Of this area a total of 12.08 acres is draining to the proposed stonnwater retention pond.
The remaining areas of the site are fringe areas including wetlands and the existing pond located
on the site. It is proposed that a public road system, public utility system and 44 single-family
residential lots be developed as depicted on the project plans.
The subject property is currently undeveloped and the upland areas of the site are covered with
sparse timber vegetation. The majority of the subject property is classifiable as wetlands. Other
than one small road crossing to construct the access road, no other wetland impacts are proposed.
A large lake exists on the subject property which is manmade. This lake is hydraulically not
connected to any of the existing ditches or wetland areas adjacent to the site.
The project will be developed to an overall density of 42.9% considering the 12.08 acre project
drainage basin. In order to comply with the Coastal Stormwater Permitting Regulations and the
City of New Bern's Stormwater Permitting Regulations, it is proposed that an engineered
stonnwater system be developed on the site. Specifically, it is proposed that the runoff from
impermeable surfaces, front yard areas and the new public roadway system, be directed into a
new stormwater retention pond designed and constructed to 90% TSS removal standard. The
stormwater pond will discharge to the existing pond located on the site. An outlet structure to
discharging to the ditch located parallel with U.S. Highway 17 right-of-way will be constructed
at this existing pond to allow runoff to existing site.
Stormwater runoff from the development is being conveyed to the stormwater pond through a
series of drop inlets and underground piping.
As designed, the stormwater collection and treatment system complies with the Coastal
Stormwater Permitting Regulations and also with the City of New Bern's Stormwater Permitting
Regulations.

s
STORMWATER POND CALCULATIONS
COASTAL STORMWATER DESIGN
RIVERSHORE - A PLANNED UNIT DEVELOPMENT
SANDY POINT ROAD
NEW BERN, NORTH CAROLINA
AE PROJECT #05029
MODIFIED 4/2/09
SIZE POND AND ORIFICE:
SITE DATA
TOTAL SITE WATERSHEAD AREA =
526205 SF
12.08
BUILDING AREA =
107824 SF
2.48
SIDEWALK AREA =
16850 SF
0.39
PARKING/DRIVE AREA =
100885 SF
2.32
GRASS AREA/POND AREA =
300646 SF
6.90
TOTAL BUILT - UPON AREA =
225559 SF
5.18
%BUA =
�2-�
DETERMINE POND SURFACE AREA REQUIREMENT AT PERMANENT POOL
REFERENCE SA/DA TABLE
85%TSS REMOVAL WITH 30' VEGATATIVE FILLER ^
90% TSS REMOVAL FOR WET DETENTION WITHOUT VEGETATIVE FILTER /� X
SET PERMANENT POOL DEPTH = 5
SA/DA LOW (40%)= 2.8
SAIDA HIGH (50%) = 3.5
• IMPER(ACTUAL%) = 42.9
• IMPERVIOUS LOW = 40 %
INTERPOLATED SA/DA VALUE = 3.00 S a
REQUIRED SURFACE AREA = 15,786 SF
APPROXIMATE POND WIDTH = 73 FT
APPROXIMATE POND DIMENSIONS = 73 FT X 149 FT
PERM POOL P411lr)3�c 1519015,g6 SF" Me-
31�

APR 0 3 2007
7aTr�2 S(rs A,2a79 � 73, l f � fl�.res
Acre s
%o� �z�,U,�yff 8As„✓ Dh�,�,r� -ra /�nm� SaC�(2os� Iz,o
6n5/D&L PAeLr Ourcr U
- 02�s IF h -7o, szs sF
Soo s F
�N/j(u(p�Ht L75:
Q A 2Ki �q �(J N 082 1ia45�') _
I -
S I p ,rGL c� (4-r-
aaoa s �
7s s F-
3, l7`l s�1or
�31'7q s f�OT x IoTS
--� PnO V;- P��U lcr Up" aas ssgsp .s I
ITA
;T
I "A

2y—
\ -
'Lod.
9.
8 2� �wvuwn Gip
Se S d
._,.ff.y • s �s �cl
ss1 � ob � � c, � -�%c • � �c/
l�
-a-s,,// C--
=1 �p�dr, -X7»8 —��
v

�a
SIZE POND AND ORIFICE:
SITE DATA
BUILDING AREA =
SIDEWALK AREA =
PARKING/DRIVE AREA =
STORMWATER POND CALCULATIONS
COASTAL STORMWATER DESIGN
RIVERSHORE - A PLANNED UNIT DEVELOPMENT
SANDY POINT ROAD
NEW BERN, NORTH CAROLINA
AE PROJECT #05029
WINW13
GRASS AREA/POND AREA =
%BUA =
MODIFIED4/2/09
� 06 *3
/
S
�Z,og
DETERMINE POND SURFACE AREA REQUIREMENT AT PERMANENT POOL
REFERENCE SA/DA TABLE
107824 SF
16850 SF
100885 SF
300646 SF
225559 SF
2.48
0.39
2.32
6.90
5.18
3-�
YES
NO
85%TSS REMOVAL WITH 30' VEGATATIVE FILLER
90%TSS REMOVAL FOR WET DETENTION WITHOUT VEGETATIVE FILTER
X
X
SET PERMANENT POOL DEPTH = 5
SA/DA LOW (40%)= 2.8
SA/DA HIGH (50%) = 3.5
% IMPER(ACTUAL%) = 42.9 %
% IMPERVIOUS LOW = 40 %
INTERPOLATED SA/DA VALUE = V 3.00 S P� I D ?r '��?
REQUIRED SURFACE AREA = 15,786 SF �—
APPROXIMATE POND WIDTH = - 73 FT
APPROXIMATE POND DIMENSIONS = C 73 EI X 138 FT
PERM POOL P{?dv10i30=
i(�G 20 st se -a reef o+-F P

CALCULATE 1" STORM RUNOFF VOLUME
1-I4
BUILDING AREA =
107824 SF
C=
0.90
SIDEWALKAREA =
16850 SF
C=
0.90
PARKING/DRIVE AREA =
100885 SF
C=
0.90
GRASS AREA =
284741 SF
C=
0.20
POND AREA =
15,905 SF
C=
1.00
11
f� �,r.lV �� w -
1-INCH VOLUME = 22,988 FT3 C= 0.524 Pr: .
SET PERMANENT POOL LEVEL AT: 0' STAGE = 2 FT ELEVATION r/Z.,)v -6)
DETERMINE POND STAGE RISE ASSOCIATED WITH 1" STORM
STAGE FT
SURFACE AREA FTZ
NCREMENTAL VOL FT3
CUMM. VOL(FT3)
STORM VOL. FT3
-10
0
ERR
ERR
-9
0
0
ERR
-8
0
0
ERR
-7
0
0
0
-6
0
0
0
-5
6773
0
0
-4
7551
7,162
7,162
-3
8387
7,969
15,131
-2
9283
8,835
23,966
-1
10238
9,761
33,727
0
15905
13,072
46,798
0
1
17894
16,900
63,698
16,900
2
20017
18,956
82,653
35,855
3
4
0
0
0
5
0
0
0
6
0
0
0
7
0
0
0
8
0
0
0
9
0
0
0
10
0
0
0
CALCULATE 1" STORM RISE
BETWEEN: 2 FT & 3 FT
REMAINING VOLUME TO BE STORED
BETWEEN: 3 FT & 4 FT
RISE ABOVE 3.0 FT CONTOUR = 0.320 FT
THEREFORE 1" STORM ELEVATION = 3.32 FT
SET OVERFLOW AT ELEVATION = 3.40 FT, TOTAL VOLUME
THE STORED RUNOFF =
INCREMENTAL VOLUME _
16900 FT3
6,088 FT3
18956 FT3
v
SAY: �4 FAT �
STORM STA( 1.4 FT
ORE = 24,482 CUBIC FEET > 22�988 CUBIC FEEL

DETERMINE ORIFICE SIZE TO DRAW DOWN THE 1" STORM
AVERAGE AVAILABLE ORIFICE HEAD = 0.7 FT
SIZE ORIFICE FOR 3-DAY DRAWDOWN
AVERAGE Q REQUIRED = 0.094 FT3/S
(3 DAY DRAW DOWN)
FROM P. III -II OF HRM
Q '_
DISCHARGE(CFS)
CD =
COEFFICIENT (USE 0.6)
A =
ORIFICE AREA (SF)
g =
GRAVITY (32.2 FT/S2)
h =
DRIVING HEAD (FT)
SOLVE FOR AREA REQUIRED: A=Q/(CD`sgrt(2gh)= 0.02343 SF
ORIFICE DIAMET72.5
0.1728 FT APPROXIMATELY=
TRY A I H DIAMETER ORIFIC =Do
DISCHARGE TABLE
h(FT)
Q(CFS)
1.4
0.194
1.3
0.187
1.2
0.180
1
0.164
0.9
0.156
0.8
0.147
0.7
0.137
0.6
0.127
0.5
0.116
0.4 -
0.104
0.3
0.090
0.2
0.073
0.1
0.052
0.05
0.037
0.03
0.028
0.01
0.016
2.07 INCHES
NOTE: h MEASURED TO CENTER OF ORIFICE
Q=(0.6)(P I/4)(Do/12)2sgrt(2'32.2`h)
INITIAL HEAD = 1.40 FT

APPROXIMATE 1" STORM DRAWDOWN USING 6 HOUR INCREMENTS
REQUIRED VOLUME = 22,988 FT3 POND HAS 1" STORM VOLUME AT t=0
TIME ELAPSED HR
h FT
Q CFS
Q/6 HRS
Qcumm
VOL. REMAINING FT3
0
1.40
22,988
6
1.40
0.194
4,195
4,195
18,793
12
1.14
0.176
3,793
7,988
15,000
18
0.91
0.157
3,389
11,376
11,612
24
0.71
0.138
2,981
14,358
8,630
30
0.53
0.119
2,570
16,928
6,060
36
0.37
0.100
2,154
19,082
3,906
42
0.24
0.080
1,729
20,811
2.177
48
0.13
0.060
1,291
22,102
886
54
0.05
0.038
824
63
60
.00
10
219
23,144
)
66
(0.01)
ERR
ERR
ERR
ERR
72
ERR
ERR
ERR
ERR
ERR
78
ERR
ERR
ERR
ERR
ERR
84
ERR
ERR
ERR
ERR
ERR
90
ERR
ERR
ERR
ERR
ERR
96
ERR
ERR
ERR
ERR
ERR
102
ERR
ERR
ERR
ERR
ERR
108
ERR
ERR
ERR
ERR
ERR
114
ERR
ERR
ERR
ERR
ERR
120
ERR
ERR
ERR
ERR
ERR
"NOTE: (ERR) INDICATES THAT THE STORM WATER HAS DRAINED NEARLY LEVEL WITH THE ORIFICE HEIGH'
WHICH WILL BE THE HEIGHT OF THE PERMANENT POOL.
THERFORE THE 1" STORM WATER HAS DRAINED WITHIN THE TIMy P�R!OE] 1pF 2 - 5 FAYP, AND THE RUNOFF
CONTROL FOR THE POND IS SATISFACTORY.

�5 A / DA &/<?-, . -
SA/DA - 85% TSS REMOVAL WITH 30' VEGETATIVE FILTER
IMPER.% 3.OFT 3.5FT
10%
.9
,8
20$
1.7
1.3
--30%
2.5
2.2
-40%
3.4
3.0
50%
4.2
3.7
60$
5.0
4.5
70%
0%
4 ,.Q.
6.8
5.2
6.0
90$
_
7.5
6.5
100%
8.2
7.4
4.5FT 5.
FT 7.OFT 7.
�74
1.2.
1.1
1.0
.9
.8
.7
.6
1.9,
1.8
1.
1.5
1.3
1.2
1.0
,5
_2. 6:,
2�
2.
1.9
1.6
1. 4
1. 1
.9
1.0
3.3
3.0
,7
2.4
2.1
1.8
1.5
1.3
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
4.5
4.1._
3 -7,
3.1
2.9
2.5
2.1
1.8
5.2
4.7 .
4.2
..4..8--4.3
3.7
3.2
2.7
2.2
2.0
5.8
5.3
-3.8
- 3.3
2.8
2.3- --.. ._._.
6-.8
6.2
516
5.0
4.4
3.8
3.2
2.6
SA/D
- >
90% S
REMOVAL
FOR WET
D
ON WITH
VEGETATIVE
FILTER
IMPER.%
10$
3.OFT
1.3
3.5FT
4.OFT
4.5FT
5.OFT
5.5FT
6.OFT
6.5FT
7.OFT
7.5FT'
20%
2.4.
1.0
2.0
.8
I.B.
.7
1.7
.6
1.5
.5
1.4
.4
.3
.2
.1
30$
--�J 40%
3.5
4.5
3,0
4.0
2.7
2.5
1.9
1.2
1.6
1.0
1.3
.9
1.1
.6,
.8
50%
-'j60$
5.6:
5.0
3,5
4.3
3: 1
3.
2.5
2.1
1.8
1.4
1.1
7.0
6,0
5.3
4.8
3.
4.3
3.1
3.9
2.7
3.4
2.3
2.9
1.9
1.5
70%
80$-
8.1
9.4
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.4
2.9
1.9
2.3
- 90%
10.7
8.0
9.0
7.0
7.9
6.4
7.2
5.7
5.2
4.6
4.0
3.4
2.8
-100%--
12-.0-
10.0
8.8
8.1
6.5
7.3
5.9
6.6
5.2
5.8
4.6
3.9
3.3 ..
5.1
4.3
3.

P l�
-7 44-1 (? L
�8 -

IA
Table 8.03b
Runoff Curve Numbers (CN)
a:
Land Use/Cover
'D
Cultivated land
without conservation
72
81
88
91
- with conservation
62
71
78
81
Pasture land -
roorcondition _
68
79
86
89
a,rcondition
49
69
79
84
good condition - _
39
61
74
80
Meadow
good condition
30
58
71
78
Wood or forest land
Thin stand - poor cover, no mulch
45
66
7
83
Good stand - good cover
25
55
0
77
Open spaces, lawns, parks, golf courses, cemeteries, etc.
good condition:
grass cover on 75 %
or more of the area
39
61
74
80
fair condition:
grass cover on 50
to 75% of the area
49
69
79
84
Commercial and business
areas (85% impervious)
89
92
94
95
Industrial districts
j720%impervious)
81
88
91
93
Residential:' Development completed and vegetation established
Average lot size Average % Impervious
-
1/8 acre or less 65
77
85
90
92
114 acre 38
61
75
83
87
- 1/3 acre 30
57
72
81
86
1/2acre - 25
54
70
80
85
1 acre 20
51
68
79
84
2 acre 15
47
66
77
81
Paved parking lots, roofs,
driveways, etc.
98
gg
gg
gg
Streets and roads
paved with curbs and
- storm sewers
98
98
gg
gg
gravel - -
76
85
89
91
- dirt
72
82
87
89
- Newly graded area
81
89
93
95
Residential: Development underway and no vegetation
Lot sizes of 114 acre
88
93
95
97
- Lot sizes of 12 acre
85
91
-
94
96
Lot sizes of 1 acre -
82
90
_
93
95
Lot sizes of 2 acres
81
89
92
94
'Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street.
source: USDA -SOS .
8.03.10
Rev, IJ93

Hydrograph Summary Report
Page 1 Iv
Hyd.
No.
Hydrograph
type
_ (origin)
Peak
flow
(cfs)
Time
Interval
(min)
Timeto
peak
(min)
Volume
(tuft)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(tuft)
Hydrograph
description
1.
SCS Run
1 7
1
732
69,961
1
—
Pre Dev. 1 Year St
2
SCS Run
45.79
2 -
730
186,656
10
—
Pre Dev. 10 Yr. St
3
SCS Run
24.22
1
729
90,836
1
—
POST Dev. 1 Year S iJp
4
SCS Run
59.50
2
728
232,431
10
—
POST Dev. 10 Yr. S N�
5
Reservoir
3.70
1
741
65,785
1
3
3.92
34,418
Post Dev. 1-Yr. St W Or" PD
6
Reservoir
51.37
2
734
207,950
10
4
4.67
49,208
Post Dev. 10-Yr. S W 114 YD
Proj. file: 05029_RIVERSHORE.
F file: NEW BERN.IDF
Run date: 04-02-2007
0

Hydrograph Report
Page 1 11 A
Hyd. No. 1
Pre Dev. 1 Year Storm
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff _
= 1 yrs
= 12.08 ac
= 0.0 %
= TR55
= 3.70 in
= 24 hrs,
Hydrograph Discharge Table
English
Peak discharge = 16.74 cfs
Time interval =
1 min
Curve number =
77
Hydraulic length =
0 ft
Time of conc. (Tc) =
15.2 min
Distribution =
Type III
Shape factor =
484
Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs)
Total volume = 69,961 cuff
Time -- Outflow
(hrs cfs)
10.27
0.17
13.47
2.05
16.67
0.78
19.87
0.46
10.37
0.20
13.57
1.98
16.77
0.77
19.97
0.45
10.47
0.24
13.67
1.92
16.87
0.75
20.07.
0.45
10.57
0.29
13.77
1.85
16.97
0.74
20.17
0.44
10.67
0.33
13.87
1.78
17.07
0.72
20.27
0.44
10.77
0.38
13.97
1.71
17.17
0.70
20.37
0.43
10.87
0.43
14.07
1.64
17.27
0.69
20.47
0.43
10.97
0.49
14.17
1.58
17.37
0.67
20.57
0.42
11.07
0.55
14.27
1.53
17.47
0.66
20.67
0.42
11.17
0.62
14.37
1.50
17.57
0.64
20.77
0.41
11.27
0.73
14.47
1.46
17.67
0.62
20.87
0.41
11.37
0.87
14.57
1.43
17.77
0.61
20.97
0.41
11.47
1.03
14.67
1.40
17.87
0.59
21.07
0.40
11.57
1.22
14.77
1.36
17.97
0.58
21.17
0.40
11.67
1.66
14.87
1.33
18.07
0.56
21.27
0.39
11.77
2.59
14.97
1.30
18.17
0.55
21.37
0.39
11.87
4.06
15.07
1.26
18.27
0.54
21.47
0.38
11.97
6.27
15.17
1.23
18.37
0.53
21.57
0.38
12.07
11.38
15.27
1.19
18.47
0.53
21.67
0.37
12.17
16.41
15.37
1.16
18.57
0.52
21.77
0.37
12.27
15.73
15.47
1.12
18.67
_ 0.52
21.87
-0.36
12.37
12.57
15.57
1.09
18.77
0.51
21.97
0.36
12.47
9.06
15.67
1.05
18.87
0.51
22.07
0.40
12.57
6.68
15.77
1.01
18.97
0.50
22.17
0.47
12.67
4.76
15.87
0.98
19.07
0.50
22.27
0.44
12.77
3.63
15.97
0.94
19.17
0.49
22.37
0.40
12.87
3.09
16.07
0.91
19.27
0.49
22.47
0.36
12.97
2.82
16.17
0.87
19.37
0.48
22.57
0.36
13.07
2.56
16.27
0.85
19.47
0.48
22.67
0.35
13.17
2.35
16.37
0.83
19.57
0.47
22.77
0.35,
13.21
2.20
16.47
0.82
19.67
0.47
22.87
0.34
13.37
2.11
16.57
0.80
19.77
0.46
22.97
0.34
Continues on next page...

Pre Dev. 1 Year Storm
Page 2
J'�'a
Hydrograph Discharge Table
Time -- Outflow
(hrs _ cfs)
23.07 0.34
23.17 0.33
23.27 0.33
23.37 0.33
23.47 0.32
23.57 0.32
2167 0.31
23.77 0.31
23.87 0.31
23.97 0.30
... End

TR55 Tc Worksheet
Page 1
15P
Hyd. No. 1
Pre Dev. 1 Year Storm
Storm frequency = 1 yrs
Sheet Flow
Manning's n-value = 0.011
Flow length = 300.0 ft
Two-year 24-hr precip. = 3.70 in
Land slope = 0.3 %
Travel Time ........................................ = 5.8 min
Shallow Concentrated Flow
Flow length
= 500 It
Watercourse slope
= 0.3 %
Surface description
= Unpaved
Average velocity
= 0.88 ft/s
Travel Time ........................................
= 9.4 min
Channel Flow
Cross section flow area
= 6.0 sqft
Wetted perimeter
= 12.6 ft
Channel slope
= 0.3 %
Manning's n-value
= 0.030
Velocity
= 1.65 ft/s
Flow length
= 0.0 ft
Travel Time ........................................
= 0.0 min
Total Travel Time, Tc ........................ = 15.2 min

Hydrograph Report
Page , 1 q �
Hyd. No. 2
Pre Dev. 10 Yr. Storm
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 12.08 ac
= 0.0 %
TR55
= 7.00 in
= 24 hrs
Hydrograph Discharge Table
Peak discharge =
Time interval =
Curve number =
Hydraulic length =
Time of conc. (Tc) _
Distribution =
Shape factor =
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
8.70
0.47
15.10
2.79
21.50
0.82
8.90
0.57
15.30
2.63
21.70
0.80
9.10
0.68
15.50
2.46
21.90
0.78
9.30
0.80
15.70
2.30
22.10
0.92
9.50
0.93
15.90
2.13
22.30
0.91
9.70
1.06
16.10
1.97
22.50
0.77
9.90
1.21
16.30
1.86
22.70
0.76
10.10
1.37
16.50
1.79
22.90
0.74
10.30
1.58
16.70
1.72
23.10
0.72
10.50
1.85
16.90
1.64
23.30
0.71
10.70
2.13
17.10
1.57
23.50
0.69
10.90
2.44
17.30
1.50
23.70
0.68
11.10
2.79
17.50
1.43
23.90
0.66
11.30
3.47
17.70
1.36
24.10
0.53
11.50
4.47
17.90
1.28
11.70
7.36
18.10
1.21
11.90
16.03
18.30
1.17
... End
12.10
40.10
18.50
1.15
12.30
37.23
18.70
1.12
12.50
19.02
18.90
1.10
12.70
9.71
19.10
1.08
12.90
6.92
19.30
1.06
13.10
5.70
19.50
1.04
13.30
4.98
19.70
1.02
13.50
4.64
19.90
0.99
13.70
4.31
20.10
0.97
13.90
3.99
20.30
0.95
14.10
3.66
20.50
0.93
14.30
3.43
20.70
0.91
14.50
3.27
20.90
0.89
14.70
3.11
21.10
0.86
14.90
2.95
21.30
0.84
English
45.79 cfs
2 min
77
Oft
13.6 min
Type III
484
Taal Volume = 186,656 cult

TR55 Tc Worksheet
Page 1 I ��
Hyd. No. 2-
Pre Dev. 10 Yr. Storm
Storm frequency = 10 yrs
Sheet Flow
Manning's n-value
= 0.011
Flow length
= 300.0 ft
Two-year 24-hr precip.
= 7.00 in
Land slope
= 0.3 %
Travel Time ......................................... = 4.2 min
Shallow Concentrated Flow
Flow length
= 500 ft
Watercourse slope
= 0.3 %
Surface description
= Unpaved
Average velocity
= 0.88 ft/s
Travel Time ........................................
= 9.4 min
Channel Flow
Cross section flow area
= 6.0 sqft
Wetted perimeter
= 12.6 ft
Channel slope
= 0.3 %
Manning's n-value
= 0.030
Velocity
= 1.65 ft/s
Flow length
= 0.0 ft
Travel Time ........................................
= 0.0 min
Total Travel Time, Tc ........................ = 13.6 min

Hydrograph Report
Page ,
Hyd. No. 3
POST Dev. 1 Year Storm
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 1 yrs
= 12.08 ac
= 0.0 % -
= TR55
= 3.70 in
= 24 hrs
Hydrograph Discharge Table
Peak discharge =
Time interval =
Curve number =
Hydraulic length =
Time of conc. (Tc) _
Distribution =
Shape factor =
Time -- Outflow Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs) (hrs cfs)
English
24.22 cfs
1 min
84
Oft
13.3 min
Type III
484
Total Volume = 90,836 cult
Time -- Outflow
(hrs cfs)
9.15
0.25
12.35
13.51
15.55
1.22
18.75
0.57
9.25
0.27
12.45
10.11
15.65
1.18
18.85
0.57
9.35
0.30
12.55
7.26
15.75
1.14
18.95
0.56
9.45
0.33
12.65
5.00
15.85
1.10
19.05
0.56
9.55
0.36
12.75
3.95
15.95
1.06
19.15
0.55
9.65
0.39
12.85
3.55
16.05
1.02
19.25
0.55
9.75
0.43
12.95
3.24
16.15
0.98
19.35
0.54
9.85
0.46
13.05
2.93
16.25
0.96
19.45
0.53
9.95
0.50
13.15
2.68
16.35
0.94
19.55
0.53
10.05
0.54
13.25
2.53
16.45
0.92
19.65
0.52
10.15
0.58
13.35
2.45
16.55
0.90
19.75
0.52
10.25
0.63
13.45
2.37.
16.65
0.88
19.85
0.51
10.35
0.69
13.55
2.29
16.75
0.86
19.95
0.51
10.45
0.75
13.65
2.21
16.85
0.85
20.05
0.50
10.55
0.82
13.75
2.12
16.95
0.83
20.15
0.50
10.65
0.89
13.85
2.04
17.05
0.81
20.25
0.49
10.75
0.96
13.95
1.96
17.15
0.79
20.35
0.48
10.85
1.04
14.05
1.88
17.25
0.77
20.45
0.48
10.95
1.11
14.15
1.80
17.35
0.75
20.55
0.47
11.05
1.20
14.25
1.75
17.45
0.74
20.65
0.47
11.15
1.31
14.35
1.71
17.55
0.72
20.75
0.46
11.25
1.49
14.45
1.67
17.65
0.70
20.85
0.46
11.35
1.72
14.55
1.63
17.75
0.68
20.95
0.45
11.45
1.96
14.65
1.59
17.85
0.66
21.05
0.45
11.55
2.24
14.75
1.55
17.95
0.64
21.15
0.44
11.65
2.99
14.85
1.51
18.05
0.62
21.25
0.43
11.75
4.64
14.95
1.47
18.15
0.61
21.35
0.43
11.85
6.97
15.05
1.43
18.25
0.60
21.45
0.42
11.95
9.96
15.15
1.39
18.35
0.59
21.55
0.42
12.05
17.70
15.25
1.35
18.45
0.59
21.65
0.41
12.15
24.22 <<-
15.35
1.31
18.55
0.58
21.75
0.41
12.25
19.78
15.45
1.27
18.65
0.58
21.85
0.40
Continues on next page...

POST Dev. 1 Year Storm
Page 2 11 ►J
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
21.95 0.39
22.05 0.45
22.15 0.55
22.25 0.48
22.35 0.40
22.45 0.40
22.55 0.40
22.65 0.39
22.75 0.39
22.85 0.38
22.95 0.38
23.05 0.37
23.15 0.37
23.25 0.37
23.35 0.36
23.45 0.36
23.55 0.35
23.65 0.35
23.75 0.34
23.85 0.34
23.95 0.34
End

TR55 Tc Worksheet
Page 1 I � k
Hyd. No. 3-
POST Dev. 1 Year Storm
Storm frequency = 1 yrs
Sheet Flow
Manning's n-value
= 0.011
Flow length
= 300.0 ft
Two-year 24-hr precip.
= 3.70 in
Land slope
= 0.3 %
Travel Time ........................................
= 5.8 min
Shallow Concentrated Flow
Flow length
= 500 ft
Watercourse slope
= 0.3 %
Surface description
= Paved
Average velocity
= 1.11 ft/s
Travel Time ........................................
= 7.5 min
Channel Flow
Cross section flow area
= 6.0 sqft
Wetted perimeter
= 12.6 ft
Channel slope
= 0.3 %
Manning's n-value
= 0.030
Velocity
= 1.65 ft/s
Flow length
= 0.0 ft
Travel Time ........................................ = 0.0 min
Total Travel Time, Tc ........................ = 13.3 min

Hydrograph Report _
Hyd. No. 4
POST Dev. 10 Yr. Storm
Hydrograph type
Storm frequency
Drainage area
Basin Slope _
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 12.08 ac
= 0.0 %
= TR55
= 7.00 in
= 24 hrs
Page 1 I�
English
Peak discharge = 59.50 cfs
Time interval =
2 min
Curve number =
84
Hydraulic length =
0 ft
Time of conc. (Tc) =
10.9 min
Distribution =
Type III
Shape factor =
484
Total volume = 232,431 cult
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow
(hrs cfs) (hrs cfs)
Time -- Outflow
(hrs cfs)
7.77
0.61
14.17
4.02
20.57
1.03
7.97
0.68
14.37
3.81
20.77
1.01
8.17
0.76
14.57
3.63
20.97
0.98
8.37
0.88
14.77
3.44
21.17
0.96
8.57
1.01
14.97
3.26
21.37
0.93
8.77
1.15
15.17
3.07
21.57
0.91
8.97
1.30
15.37
2.88
21.77
0.88
9.17
1.46
15.57
2.70
21.97
0.86
9.37
1.63
15.77
2.51
22.17
1.16
9.57
1.81
15.97
2.32
22.37
0.88
9.77
2.00
16.17
2.15
22.57
0.86
9.97
2.20
16.37
2.06
22.77
0.84
10.17
2.42
16.57
1.98
22.97
0.82
10.37
2.75
16.77
1.90
23.17
0.80
10.57
3.10
16.97
1.81
23.37
0.78
10.77
3.48
17.17
1.73
23.57
0.76
10.97
3.87
17.37
1.65
23.77
0.75
11.17
4.45
17.57
1.57
23.97
0.73
11.37
5.61
17.77
1.49
11.57
7.16
17.97
1.40
11.77
14.69
18.17
1.33
... End
11.97
29.65
18.37
1.30
12.17
58.36
18.57
1.28
12.37
30.08
18.77
1.25
12.57
15.60
18.97
1.23
12.77
8.85
19.17
1.20
12.97
7.26
19.37
1.18
13.17
6.01
19.57
1.15
13.37
5.50
19.77
1.13
13.57
5.13
19.97
1.10
13.77
4.74
20.17
1.08
13.97
4.36
20.37
1.05

TR55 Tc Worksheet
Page 1
Hyd. No. 4
POST Dev. 10 Yr. Storm
Storm frequency = 10 yrs
Sheet Flow
Manning's n-value
= 0.011
Flow length
= 300.0 It
Two-year 24-hr precip.
= 7.00 in
Land slope
= 0.5 %
Travel Time ........................................
= 3.4 min
Shallow Concentrated Flow
Flow length
= 500 It
Watercourse slope
= 0.3 %
Surface description
= Paved
Average velocity
= 1.11 ft/s
Travel Time ........................................
= 7.5 min
Channel Flow
Cross section flow area
= 6.0 sqft
Wetted perimeter
= 12.6 It
Channel slope
= 0.3 %
Manning's n-value
= 0.030
Velocity
= 1.65 ft/s
Flow length
= 0.0 ft
Travel Time ........................................
= 0.0 min
Total Travel Time, Tc ........................ = 10.9 min

Hydrograph Report
Hyd. No. 5
Post Dev. 1-Yr. Storm
Hydrograph type = Reservoir Peak discharge
Storm frequency = 1 yrs Time interval -
Inflow hyd. No. = 3 Reservoir name
Max. Elevation = 3.92 ft Max. Storage
storage Indicatlon method used,
Hydrograph Discharge Table
Page 1
English
= 13.70 cfs
= 1 min
= RIVERSHORE POND
= 34,418 cuft
Toted Volurne = 65,785 cuft
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
12.20
22.78
3.74
0.21 - -
- 7.24 - -
- 7.24
12.30
16.42
3.91
0.22 - -
- 13.18 - -
- 13.18
12.40
11.55
3.91
0.22 - -
- 13.29 - -
- 13.29
12.50
8.68
3.87
0.22 - -
- 11.60 - -
- 11.60
12.60
5.98
3.81
0.21 - -
- 9.37 - -
- 9.37
12.70
4.35
3.75
0.21 - -
- 7.36 - -
- 7.36
12.80
3.72
3.70
0.21 - -
- 5.82 - -
- 5.82
12.90
3.40
3.66
0.20 - -
- 4.91 - -
- 4.91
13.00
3.09
3.64
0.20 - -
- 4.24 - -
- 4.24
13.10
2.79
3.62
0.20 - -
- 3.71 - -
- 3.71
13.20
2.60
3.60
0.20 - -
- 3.30 - -
- 3.30
13.30
2.49
3.59
0.20 - -
- 3.03 - -
- 3.03
13.40
2.41
3.58
0.20 - -
- 2.84 - -
- 2.84
13.50
2.33
3.57
0.20 - -
- 2.69 - -
- 2.69
13.60
2.25
3.57
0.20 - -
- 2.56 - -
- 2.56
13.70
2.17
3.56
0.20 - -
- 2.44 - -
- 2.44
13.80
2.08
3.56
0.20 - -
- 2.34 - -
- 2.34
13.90
2.00
3.55
0.20 - -
- 2.24 - -
- 2.24
14.00
1.92
3.55
0.20 - -
- 2.15 - -
- 2.15
14.10
1.84
3.54
0.20 - -
- 2.06 - -
- 2.06
14.20
1.78
3.54
0.20 - -
- 1.97 - -
- 1.97
14.30
1.73
3.54
0.20 - -
- 1.90 - -
- 1.90
14.40
1.69
3.53
0.20 - -
- 1.84 - -
- 1.84
14.50
1.65 _
3.53
0.20 - -
- 1.78 - -
- 1.78
14.60
1.61
3.53
0.20 - -
- 1.73 - -
- 1.73
14.70
1.57
3.53
0.20 - -
- 1.69 - -
- 1.69
14.80
1.53
3.52-
0.20 - -
- 1.64 - -
- 1.64
14.90
1.49
3.52
0.20 - -
- 1.60 - -
- 1.60
15.00
1.45
3.52
0.20 - -
- 1.56 - -
- 1.56
15.10
1.41
3.52
0.20 - -
- 1.52 - -
- 1.52
15.20
1.37
3.52
0.19 - -
- 1.47 - -
- 1.47
15.30
1.33
3.51
0.19 -
- - 1.43 -- -
- 1.43
15.40
1.29
3.51
0.19 - -
- 1.39 - -
- 1.39
15.50
1.25
3.51
0.19 - -
- 1.35 - -
- 1.35
15.60
1.20
3.51
0.19 - -
- 1.31 - -
- 1.31
15.70
1 A 6
3.51
0.19 -
- - 1.27 - -
- 1.27
Continues on next page...

Post De+. 1-Yr. Storm Page 2 0"
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs
cfs cfs cfs cfs
cfs cfs cfs
15.80
1:12
3.50
0.19 -
- - 1.23 -
- - 1.23
15.90 -
1.08
3.50
0.19 -
- - 1.18 -
- - 1.18
16.00
1.04
3.50
0.19 -
- - 1.14 -
- - 1.14
16.10
1.00
3.50
0.19
- - 1.12 -
- - 1.12
16.20
0.97
3.50
.0.19 -
- - 1.09 -
- 1.09
16.30
0.95
3.49
0.19 -
- - 1.06 -
- - 1.06
16.40
0.93
3.49
0.19 -
- - 1.04 -
- - 1.04
16.50
0.91
3.49
0.19 -
- - 1.02 -
- - 1.02
16.60
0.89
3.49 _
0.19 -
- - 0.99 -
- - 0.99
16.70
0.87
3.49
0.19 -
- - 0.97 -
- - 0.97
- 16.80
0.85
3.48
0.19 -
- - 0.95 -
- - 0.95
16.90
0.84
3.48
0.19 -
- - 0.93 -
- - 0.93
17.00
0.82
3.48
0.19 -
- - 0.91 -
- - 0.91
17.10
0.80
3.48
0.19 -
- - 0.89 -
- - 0.89
17.20
0.78
3.48
0.19 -
- - 0.87 -
- - 0.87
17.30
0.76
3.47
0.19 -
- - 0.85 --
- - 0.85
17.40
0.74
3.47
0.19 -
- - 0.83 -
- - 0.83
17.50
0.73
3.47
0.19 -
- - 0.81 -
- - 0.81
17.60
0.71
3.47
0.19 -
- - 0.79 -
- - 0.79
17.70
0.69
3.47
0.19 -
- - 0.78 -
- - 0.78
17.80
0.67
3.47
0.19 -
- - 0.76 -
- - 0.76
17.90
0.65
3.46
0.19 -
- - 0.74 -
- - 0.74
18.00
0.63
3.46
0.19 -
- - 0.72 -
- - 0.72
18.10
0.62
3.46
0.19 -
- - 0.70 -
- - 0.70
18.20
0.60
3.46
0.19 -
- - 0.68 -
- - 0.68
18.30,
0.60
3.46
0.19 -
- - 0.67 -
- - 0.67
18.40
0.59
3.46
0.19 -
- - 0.65 -
- - 0.65
18.50
0.59
3.46
0.19 -
- - 0.64 -
- - 0.64
18.60
0.58
3.46
0.19 -
- - 0.63 -
- - 0.63
18.70
0.58
3.45
0.19 -
- - 0.62 -
- . - 0.62
18.80
0.57
3.45
0.19 -
- - 0.61 -
- - 0.61
18.90
0.56
3.45
0.19 -
- - 0.60 -
- - 0.60
19.00
0.56
3.45
0.19 -
- - 0.59 -
- - 0.59
19.10
0.55
3.45
0.19 -
- - 0.59 -
- -- 0.59
19.20
0.55
3.45
0.19 -
- - 0.58 -
- - 0.58
19.30
0.54
3.45
0.19 -
- - 0.57 -
- - 0.57
19.40
0.54
3.45
0.19 -
- - 0.57 -
- - 0.57
19.50
0.53
3.45
0.19 -
- - 0.56 -
- - 0.56
19.60
0.53
3.45
0.19 -
- - 0.55 -
- - 0.55
19.70
0.52
3.45
0.19 -
- - 0.55 -
- - 0.55
19.80
0.51
3.45
0.19 -
- - 0.54 -
- - 0.54
19.90
0.51
3.45
0.19 -
- - 0.54 -
- - 0.54
20.00
0.50
3.45
0.19 -
- - 0.53 -
- - 0.53
20.10
0.50
3.45
0.19 -
- - 0.52 -
- - 0.52
20.20
0.49
3.45
0.19 -
- - 0.52 -
- - 0.52
20.30
0.49
3.45
0.19 -
- - 0.51 -
- 0.51
20.40
0.48
3.44
0.19 -
- - 0.51 -
- - 0.51
20.50
0.48
3.44
0.19 -
- - 0.50 -
- - 0.50
20.60
0.47
3.44
0.19 -
- - 0.50 -
- - 0.50
Continues on next page...

Post Dev. 1-Yr. Storm
Page 3 _ pA
Hydrograph Discharge Table
Time Inflow Elevation
(hrs) cfs ft
20.70
0.46
3.44
20.80
0.46
3.44
20.90
0.45
3.44
21.00
0.45
3.44
21.10
0.44
3.44
21.20
0.44
3.44 -
21.30
0.43
3.44
21.40
0.43
3.44
21.50
0.42
3.44
21.60
0.41
3.44
21.70
0.41
3.44
21.80
0.40
3.44
21.90
0.40
3.44
22.00
0.39
3.44
22.10
0.52
3.44
22.20
0.52
3.44
22.30
0.44
3.44
22.40
0.40
3.44
22.50
0.40
3.44
22.60
0.39
3.44
22.70
0.39
3.44
22.80
0.38
3.44
22.90
0.38
3.44
23.00
0.38
3.44
23.10
0.37
3.43
23.20
0.37
3.43
23.30
0.36
3.43
23.40
0.36
3.43
23.50
0.35
3.43
23.60
0.35
3.43
23.70
0.35
3.43
23.80
0.34
3.43
23.90
0.34
3.43
24.00
0.00
3.43
...End
Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
Cfs Cfs
Cfs cfs Cfs cfs eft cfs
cfs
0.19 -
- - 0.49 - - -
0.49
0.19 -
- - 0.49 - - -
0.49
0.19 -
- - 0.48 - - -
0.48
0.19 -
- - 0.47 - - -
0.47
0.19 -
- - 0.47 - - -
0.47
0.19 -
- - 0.46 - - -
0.46
0.19 -
- - 0.46 - - -
0.46
0.19 -
- - 0.45 - - -
0.45
0.19 -
- - 0.45 - - -
0.45
0.19 -
- - 0.44 - - -
0.44
0.19 -
- - 0.43 - - -
0.43
0.19 -
- - 0.43 - - -
0.43
0.19 -
- - 0.42 - - -
0.42
0.19 -
- - 0.42 - - -
0.42
0.19 -
- - 0.42 - - -
0.42
0.19 -
- - 0.45 - - -
0.45
0.19 -
- - 0.45 - - -
0.45
0.19 -
- - 0.45 - - -
0.45
0.19 -
- - 0.44 - - -
0.44
0.19 -
- - 0.43 - - -
0.43
0.19 -
- - 0.42 - - -
0.42
0.19 -
- - 0.41 - - -
0.41
0.19 -
- - 0.41 - - -
0.41
0.19 -
- - 0.40 - - -
0.40
0.19 -
- - 0.40 - - -
0.40
0.19 -
- - 0.39 - - -
0.39
0.19 -
- - 0.39 - - -
0.39
0.19 -
- - 0.38 - - -
0.38
0.19 -
- - 0.38 - - -
0.38
0.19 -
- - 0.37 - - -
0.37
0.19 -
- - 0.37 - - -
0.37
0.19 -
- - 0.36 - - -
0.36
0.19 -
- - 0.36 - - -
0.36
0.19 -
- - 0.35 - - -
0.35

Hydrograph Report
Page 1 q A
English
Hyd. No. 6
Post Dev. 10-Yr.
Storm
Hydrograph type
= Reservoir
Peak discharge
= 51.37 cfs
Storm frequency
= 10 yrs
Time interval
= 2 min
Inflow hyd. No.
= 4
Reservoir name
= RIVERSHORE POND
Max. Elevation
= 4.67 ft
Max. Storage
= 49,208 cuft
Srorage mdicauon memos used.- Total Volume = 207,950 cuft
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs cfs chi
cfs cfs cfs cfs
cfs
11.20
4.61
3.50
0.19 - - -
1.19 - - -
1.19
11.40
5.83
3.61
0.20 - - -
3.48 - - -
3.48
11.60
7.74
3.69
0.21 - - -
5.57 - - -
5.57
11.80
16.69
3.84
0.22 - - -
10.53 - - -
10.53
12.00
35.35
4.14
0.23 - - -
22.98 - - -
22.98
12.20
54.75
4.66
0.26 - - -
50.94 - - -
50.94
12.40
26.99
4.42
0.25 - - -
37.31 - - -
37.31
12.60
13.71
4.11
0.23 - - -
21.49 - - -
21.49
12.80
8.50
3.89
0.22 - - -
12.33 - - -
12.33
13.00
7.01
3.79
0.21 - - -
8.81 - - -
8.81
13.20
5.89
3.73
0.21 - - -
7.02 - - -
7.02
13.40
5.44 -
3.70
0.21 - - -
6.02 - - -
6.02
13.60
5.06
3.68
0.21 - - -
5.50 - - -
5.50
13.80
4.68
3.67
0.21 - - -
5.08 - - -
5.08
14.00
4.30
3.65
0.20 - - -
4.68 - - -
4.68
_ 14.20
3.97
3.64
0.20 - - -
4.31 - - -
4.31
14.40
3.78
3.63
0.20 - - -
4.02 - - -
4.02
14.60
3.59
3.62
0.20 - - -
3.80 - - -
3.80
14.80
3.41
3.61
0.20 - - -
3.60 - - -
3.60
15.00
3.22
3.61
0.20 - - -
3.41 - - -
3.41
15.20
3.04
3.60
0.20 - - -
3.22 - - -
3.22
15.40
2.85
3.59
0.20 - - -
3.06 - - -
3.06
15.60
2.66
3.58
0.20 - - -
2.89 - - -
2.89
15.80
2.48
3.58
0.20 - - -
2.71 - - -
2.71
16.00
2.29
3.57
0.20 - - -
2.52 - - -
2.52
16.20
2.13
3.56
0.20 - -
2.34 - - -
2.34
16.40
2.05
3.55
0.20 - - -
2.20 - - -
2.20
16.60
1.96
3.55
0.20 - - -
2.09 - - -
2.09
16.80
1.88
3.54
0.20 - - -
2.00 - - -
2.00
17.00
1.80
3.54
0.20 - - -
1.91 - - -
1.91
17.20
1.72
3.53
0.20 - - -
1.82 - - -
1.82
17.40
1.64
3.53
0.20 - - -
1.74 - - -
1.74
17.60
1.55
3.52
0.20 - - -
1.66 - - -
1.66
17.80
1.47
3.52
0.20 - - -
1.58 - - -
1.58
18.00
1.39
3.52
0.20 - - -
1.49 - - -
1.49
18.20
.1.33
3.51
0.19 - - -
1.41 - _ - -
1.41
Continues on next page...

Post Dei. 10-Yr. Storrs
Page 2 ) 7
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C MID Outflow
(hrs)
cfs
ft
cfs cfs cfs cfs
cfs cfs cfs cfs
cfs
18.40
1.30
3.51
0.19 - - -
1.36 - - -
1.36
18.60
1.27
3.51
0.19 - - -
1.32 - - -
1.32
18.80
1.25
3.51
0.19 - - -
1.28 - - -
1.28
19.00
1.22
3.51
0.19 - - -
1.26 - - -
1.26
19.20
1.20
3.50
0.19 - - -
1.23 - - -
1.23
19.40
1.17
3.50
0.19 - - -
1.21 - - -
1.21
19.60
1.15
3.50
0.19 - - -
1.18 - - -
1.18
19.80
1.12
3.50
0.19 - - -
1.16 - - -
1.16
20.00
1.10
3.50
0.19 - - -
1.13 - - -
1.13
2020
1.08
3.50
0.19 - - -
1.12 - - -
1.12
20.40
1.05
3.50
0.19 - - -
1.10 - - -
1.10
20.60
1.03
3.49
0.19 - - -
1.08 - - -
1.08
20.80
1.00
3.49
0.19 - - -
1.05 - - -
1.05
21.00
0.98
3.49
0.19 - - -
1.03 - - -
1.03
21.20
0.95
3.49
0.19 - - -
1.01 - - -
1.01
21.40
0.93
3.49
0.19 - - -
0.98 - - -
0.98
21.60
0.90
3.48
0.19 - - -
0.96 - - -
0.96
21.80
0.88
3.48
0:19 - - -
0.93 - - -
0.93
22.00
0.85
3.48
0.19 - - -
0.91 - - -
0.91
22.20
1.12
3.49
0.19 - - -
0.97 - - -
0.97
22.40
0.87
3.49
0.19 - - -
0.97 - - -
0.97
22.60
0.85
3.48
0.19 - - -
0.93 - - -
0.93
22.80
0.84
3.48
0.19 - - -
0.90 - - -
0.90
23.00
0.82
3.48
0.19 - -
0.88 - - -
0.88
23.20
0.80
3.47
0.19 - - -
0.85 - - -
0.85
23.40
0.78
3.47
0.19 - - -
0.83 - - -
0.83
23.60
0.76
3.47
0.19 - - -
0.81 - - -
0.81
23.80
0.74
3.47
0.19 - - -
0.79 - - -
0.79
24.00
0.72
3.47
0.19 - - -
0.77 - - -
0.77
24.20
0.19
3.46
0.19 - - -
0.66 - - -
0.66
End

5 - Reservoir -1 Yr - Qp = 13.70 cfs
2
2
15
CY 1
0
0 5 10 15 20 25
Time (hrs)
/ Hyd. 3 / Hyd. 5

alp
5 - Reservoir -1 Yr - Max. El. = 3.92 ft
4.
3.
3.2
_d
w 2.8
2.4
2.0
0 5 10 15 20 25
Time (hrs)

Mi
6 - Reservoir -10 Yr - Qp = 51.37 cfs
6
5
4
C1
3
2
1
0
0 5 10 15 20 25
Time (hrs)
/ Hyd. 4 / Hyd. 6

6 - Reservoir -10 Yr - Max. El. = 4.67 ft
5:
4.
4
3.
8
a�
w 3.
2
2.
6
2.
0
0 5 10 15 20 25
Time (hrs)

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IE

AVOLIS
ENGINEERING,
P.A.
-63
P.O. Box 15564
• New Bern, North Carolina
28561 •
[phone]
April 3, 2007
Mr. Bill Moore
NCDENR - Water Quality Section
943 Washington Square Mall
Washington, NC 27889
3-1 E,
APR 0 3 2007
RI Stormwatcr Permit SW706121 I
Rivershore - A Planned Unit Development
Sandy Point Road, NCSR 1609, New Bcrn, North Carolina
AE Project No. 05029
Dear Bill:
Enclosed please lind the following modified submittal for the above-relerenced project for your
review and approval:
• Stormwater Permit (Two Copies)
• Project Plans (2 Copies)
• Stormwater Calculations (2 Copies)
Comments offered by DWQ and the U.S. Army Corps of Engineers have been incorporated into
the plan. We have modified the plans to encompass a stormwater retention pond designed to
90% TSS Standards to treat the project runoff prior to discharging to the existing pond on the
site.
It is requested that you review the permit package at your earliest convenience.
Should you have any questions relating to this matter or need any additional information, please
do not hesitate to call.
ly,
vin Avolis, P.E.
Vi c-President

00. -16
\O�QF W AT�9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
>_
(] Alan W. Klimek P.E. Director
Division of Water Quality
February 19, 2007
Rivershore Properties, LLC
Attn: Mr. Ross Beebee
240 Craven Street
New Bern, NC 28560
Subject: Stormwater Permit SW7061211
Rivershore PUD
Craven County
Dear Mr. Beebee:
This office received your stormwater application for the subject project on December 7, 2006. A
preliminary review of the plans and specifications has been completed. In order to complete your
application and before a stomrwater permit can be issued, the following items must be addressed:
1) Provide explanation/calculations for forbebay.
2) Provide vegetation plan/show detail on plans.
3) Provide cross sections of forebay & wet pond showing perimeter shelf.
4) Provide trash rack for small diameter orifice.
5) Revise narrative, plans, calculations & details to reflect changes.
The above requested information must be received in this office prior to March 19, 2007, or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
If you have questions, please feel free to contact me at [phone].
Sincerely, .
!_ William J. Moore
Environmental Engineer
Washington Regional Office
cc: Avolis Engineering
Town of Bridgeton Planning/Inspections
Washington Regional Office
Nl Cara
✓V//ITIm
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer service
Inumet h2o.tnr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748

-1
CDC 2006 FINANCIAL RESPONSIBILITYIOWNERSHIP O MVOAru L4
SEDIMENTATION POLLUTION CONTROL ACT Z1$f/(A11
1'
No'pe�
son mayinitiate any land -disturbing activity on one or more acres as covered
form and an acceptable erosion and sedimentation control plan have been complete( Land Quality Section, N.C. Department of Environment and Natural Resources. (PI I ,
the question is not applicable or the e-mail and/or fax information unavailable, place NI
Part A.
1. Project Name Rivershore - A Planned Unit Developrn. tt
E
i;_=el .a py the Ij'�.,i
.ypor print and. if .'
the blank.)-__-
�
DEC 0 S 2006
Location of land -disturbing activity: County Craven City or Townsh
LArvU 61UA A r ae� 1 i�i v
,dyPNdcboBe$nEGIONAL OFFICE
I
Highway/Street NCSR 1609 LatituduN35° 06' 21" Longitude W 77- 00' 45"
Approximate date land -disturbing activity will commence January 2007
Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
Total acr=_ace disturbed or uncovered (including off -site borrow and waste areas):_ 10
. AC
Amount of fee enclosed S 550.00
Up to the next acre) is aSSe SSed The application fee Of S50 00
K'ithp'Jt a cel"FIC amount
_Xam per acre (rp L'ndc
(= ple: a 9-acre aopiication fee i
—125 an eresicn and CO
Sedlm e;; ,^i - - _
i ;rpl' = n �'es X Nc
Encios=d X
r erScIn S, ouic e:_=:cn _=_� se�irne.:. �,,,:.. '.__�_S
-ne Ross ;3eebee
e r= 252-633-2059
Rivershore Properties LLC
ti my 252-633-2509
el=phonz Fax Number
240 Craven Street
Current Mailing Address
New Bern NC
City State
10. Deed Book No. 2357
Part B.
240 Craven Street
Current Street .Address
28560 New Bern
Zip City
NC 28560
State Zip
Pace No, 392 Provide a copy or the most current deed.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Rivershore Properties, LLC
Name
240 Craven Street
Current Mailing Address
New Bern NC 28560
City State Zip
Telephone [phone]
E-mail Address
240 Craven Street
Current Street Address
New Bern NC 28560
City State Zip
Fax Number

„.V
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 Pany is a Partnership or other person enoaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If t`e Financially Responsible
Party is a Corporation, give name and street address of the Recjst=. d Agent
Name of Regist=_red ?cant
Current Mailinc .�dc'rass
it .Addr=_ss
Ccrrant Stree: ,-.ddress
n C!:
S;�ie LIO
J� r
S u0 -
Or li i0: an I"1C ^'. �, c i� r r
DI ai "� C' re7 SP_red _i t 1'.lirl o.."lOrl J 0 _X-C.ai �� 'iis i0r is rlrlan� _ e�D^ 51 ✓n -
0�,'r-C•e agree to Drovice
.. d Iniormatcn should irlere by anY In tic Inio"Ma_ ,n provioen herein.
Ross Beebee
T
Member/Manager ype or print name
Title or Authority
Sionature -
Cate
------------------------------------------
I Beth Sirtmpns
a Notary Public of tine County of Craven
State of North Carolina, hereby certify that Ross Beebee appeed
Personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this day of 20
l
�\A SI MMO z G
"s L+�f
NO CRY - Notary
PUKIC
My commission expires April 22, 2009