SW8050520_HISTORICAL FILE_20190408

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

STATE OF NORTH CAROLINA
Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
DEQ SECTION:. �)(��S-r1 TM_ REVIEW Trn1E /DATE: 7 D 3b V/// 9
NAME: � f EMAIL: k h S 1)0AiU ' ✓4j-X-_Cis •-. 1
REPRESENTING: ±tDA PHONE: Z`SL 3Lf-7 '4Z'-1V
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in our custody
readily available to the public for review and copying. We also have the responsibility to the public to safeguard these
records and to carry out our day-to-day program obligations. Please read carefully the following guidelines signing the
form:
I. Due to the large public demand for file access, we request that you call at least a day in advance to schedule
an appointment to review the files. Appointments will be scheduled between 9:00am and 3.00pm.
Viewing time ends at 4:45pm. Anyone arriving without an appointment may view the files to the extent
that time and staff supervision is available.
2. You must specify files you want to review by facility_name. The number of files that you may review at one
time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits. Cost per copy is
$.05 cents. Payment may be made by check money order, or cash at the rece lion desk.
FILES NTUST BE KEPT EN ORDER YOU -FOUND THEM. Files may not be taken from the office. To
remove, alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for which you can
be fined up to $500.00. No briefcases, large totes, etc. are permitted in the file review area.
5. Necessary large plan copies can be scheduled with [e-mail] 919-796-7475 for a later
date/time at an offsite location at your expense. Large plan copies needed should be attached on top of the
file. Allways Graphics can be contacted to set up payment options. Written Questions may be left with
this completed form anA'a'st A meinber.'will.he in -contact With you IF you Iirovide your contact
in%i-riiation where of cated above
6. in accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and collected for checks
on which payment has been refused.
FACILITY NAME COUNTY
2.
4.
9 (e)
1�
ign uze and of Firm/Business Date
COPIES N ADE PAID
10, 10� S�
Time In Time Out
INVOICE
�AF- wOLLVf
1,1(, fV �� 01 61r4r
G:/ADM/Shared/File Review Access Fora rev 2018 (,m-d Ct.i'(tiL'jE P-P 36 red, r
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IN

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD
SECTION SWP DATE/TIME
NAME��/'�' _ _ REPRESENTING
Guidelines for Access: The staff of the Regional Office is.dedicated to making public recordsin our
custody readily available to the public for review and copying. We also have the responsibility to the public
to safeguard these records and to carry out our day-to-day program obligations. Please read carefully the
following before signing the form.
Due to the large, public demand for file access, we -request that you call at least a day in
advance to schedule an appointrrient for file review so you can be accommodated,
Appointments are scheduled_ between 9.00 a.m. and 3:00 p.m. Viewing time ends at 4:45
p.m.- Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
2. You must specify files you want to review by facility name or incident number, as
appropriate. The number of files thatyoumay review at one appointment will be limited to
five.
.3. - You may make copies of a file when the copier is not in use by the staff and if time permits.
There is no charge for 25_or less copies.; cost per copy after the initial 25 is 2.5 per copy.
Payment is to be made by check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not be taken from the office.
No briefcases, large totem etc, are permitted in the file review area.' To remove, alter;
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files.
FACILITY NAME COUNTY
2.
3.
4-
5.
Vz
Signature/Name of Firm or Business Date
(Please attach business card to form if available)
t` Copes --.- Q - Amt. Pd: C3 -
[? • lz�'
Time In
Time Out

AL
A�
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s),
FAX or email to Cameron. [e-mail] along with a narrative and vicinLtX map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Ward Manning, Jr.
Company Lakeview at Carolina Beach. LLC
Address 1700 Tanglebriar Ct. —City/State Weddington Zip 28104 County Mecklenburg
Phone_704-846-8555 Fax [phone] Email_ WwardmanningBaol.com
PROJECT Name Lakeview Planned Unit Development
PROJECT LOCATED IN Cape Fear RIVER BASIN
ENGINEER/CONSULTANT__
Company _Robert P.-Balland — WK Dickson & Co,, Inc.
Address 909 Market Street City/State Wilmington Zip 28401 County New Hanover
Phone [phone] Fax [phone] Email rballand wkdickson.com
❑ STREAM ORIGINATION CERTIFICATION; Stream Name
® STORMWATER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
® COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ® Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with —2.0 ' acres to be disturbed.
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
Ej Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES:
SW
CAMA
LQS
401
For DEN4 use only
Fee Split for multiple permits:
= Total Fee Amount $

ti
Stormwater Narrative
Lakeview Planned Unit Development
WKD#: 50066.00.WL
May 10, 2005
GENERAL
Lakeview Planned Unit Development is located in the Town of Carolina Beach along US
Highway 421 (S. Lake Park Blvd.) in New Hanover County. The proposed project consists
of 28 condominium units and amenities. The existing site was an asphalt parking lot used
for overflow beach traffic and a multi -family residence.
PROPOSED IMPROVEMENTS
Proposed improvements will involve the construction of 28 condominium units including
parking and utilities that drain to a proposed wet detention basin. This basin will improve
water quality for post development runoff as well as ensure that our post -development flow
(7.53 cfs) is less than our pre -development flow (7.67 cfs) for the 10-year event. There are
no wetlands on this property.
DRAINAGE CONSIDERATIONS
Runoff will be -conveyed to the wet detention system by means of curb inlets and a conduit
system that runs along the proposed parking and driveways. The pipes were sized for a 10-
-year storm event and the hydraulic gradient was maintained inside the pipe system during
that event. The wet detention system was designed to store and release the first inch of
rainfall (3,5621cfs) over a period of 4.0 days. The detention system was also designed to
store runoff from the 10-year, 24-hour event and hold discharge rates below those for the
pre -development site. The grades shown on the plans are final. grade elevations. The plan
currently proposed shows that the imperviousness of the drainage area being conveyed to
the pond will be approximately 88.8%. During construction, silt fence, sediment trap
(proposed pond), and construction entrance will be placed in critical areas as directed by
the Drainage Plan. All design criteria is based on the Town of Carolina Beach stormwater
standards.
Drainage areas were delineated for determining the correct culvert size for each drainage
segment, and are shown on the drainage area map.

N IL
LOCATION MAP
SCALE: 1"=1000'

EXPRESS PER UTTINNG
The attached application is being processed through the DE\R Express Perrtiitting Program.
As such, failure to respond to the Wilmington Regional Office by the listed due -date "gill be
construed as a no comment. The Express Permitting Program does not allow for extensions
during the comment period.
---- ------ - _ - -_----------------------------------------------------
-------------------------------Division of Coastal Management
Mjchae� F. Easley. Governor Charles S. Jones, Director VY[am G. Ross Jr., Secretary
July 8, 2005
NI EiNIOPLANDUNI:
TO:
FROM
SUBJECT:
Applicant:
Project Location:
itJ ,,, .I .
�Linda-Lewis ;'
or
Joanne Steenhuis
Division of Water Quality
Jason Dail
Express Permits Processing Coordinator
CAMA Permit Application Review
Lakeview at Carolina Beach C/o Mr. Ward Manning, Jr.
305 S. Lake Blvd., adjacent to the Atlantic Ocean, in Carolina Beach
Proposed Project: The applicant is proposing to redevelop the property by constructing two buildings,
provided 28-condon>inium units, associated parking, swimming pool, pool house,
utilities and stormwrater collection system
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by August 1, 2005. if you have any questions regarding the proposed project, please contact Jason Dail
at [phone]. When appropriate, in-depth comments with supporting data is requested.
REPLY: t< This agency has no objection to the project as proposed
This agency has no comment on the proposed project.
+ t s std. e.Ct -
Co-�;.-ZCV5
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached cornrnents.
SIGNED C Gy ,r�E'�,(,1_e� DATE r7— I_S-Zc )s
127 Cardinal Drive Ext„ Wilmington, North Carolina 28405-3845
Fhone: 910-7 95-73021 FAX: [phone] Intemet: mv.v nccoaslalmana gement.nel
�.n Ecual Opoort,:n4y 4 A,'umative Ac6on Employer — 50% Recycled 1 10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 050520
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
Mr. Ward Manning Jr. & Lakeview at Carolina Beach, LLC
Lakeview Planned Unit Development
New Hanover 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 June 3, 2015, and shall be
subject to the following specified conditions and limitations: 1.
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 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 44,685 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 050520
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 1.16
Onsite, ft . 50,346
Offsite, ft2: 0
b.
Total Impervious Surfaces, ft2:
C.
Design Storm, inches:
d.
Pond Depth, feet:
e.
TSS removal efficiency:
f.
Permanent Pool Elevation, FMSL:
g.
Permanent Pool Surface Area, ft2:
h.
Permitted Storage Volume, ft3:
i.
Temporary Storage Elevation, FMSL
j.
Controlling Orifice:
k.
Permitted Forebay Volume, ft3:
I.
Receiving Stream/River Basin:
Cape Fear
M.
Stream Index Number:
n.
Classification of Water Body:
g.
Number of baffles:
II. SCHEDULE OF COMPLIANCE
1
9
1, •:�
1
6.0
90%
5.0
3,238
3,592
6.0
0.75"0 pipe
.*
Carolina Beach Yacht Basin /
18-87-31.2
"S B"
0
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.
L
Page 3of8

State Stormwater Management Systems
Permit No. SW8 050520
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions 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, including baffles (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
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. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where tubing connects the nozzle, pump and intake, may
be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. 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.
7. 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. A
modification may be required for those deviations.
8. 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.
9. Access to. the stormwater facilities shall be maintained via appropriate
easements at all times.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 050520
10. 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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or park 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of;the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. 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.
Ili. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, 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. The permittee is responsible for compliance with all permit
conditions; until such time as the Division approves the transfer request.
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 143-215.6A to 143-215.6C.
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) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
it
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 050520
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. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the. North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 3rd day of June, 2005.
NORTH-CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 050520
Lakeview Planned Unit Development
Stormwater Permit No. SW8 050520
New Hanover County
Designer's Certification
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 is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
ycr=111111
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 050520
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All _required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc:... NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 8 of 8

STORMWATER MANAGEMENT CALCULATIONS
LAKEVIEW
PLANNED UNIT DEVELOPMENT
CAROLINA BEACH
NEW HANOVER COUNTY, NORTH CAROLINA
Prepared By
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
May 2005
WKD Project Number 50066.00.WL

Stormwater Narrative
Lakeview Planned Unit Development
WKD#: 50066.00.WL
May 10, 2005
GENERAL
Lakeview Planned Unit Development is located in the Town of Carolina Beach along US
Highway 421 (S. Lake Park Blvd.) in New Hanover County. The proposed project consists
of 28 condominium units and amenities. The existing site was an asphalt parking lot used
for overflow beach traffic and a multi -family residence.
PROPOSED IMPROVEMENTS
Proposed improvements will involve the construction of 28 condominium units including
parking and utilities that drain to a proposed wet detention basin. This basin will improve
water quality for post development runoff as well as ensure that our post -development flow
(7.53 cfs) is less than our pre -development flow (7.67 cfs) for the 10-year event. There are
no wetlands on this property.
DRAINAGE CONSIDERATIONS
Runoff will be conveyed to the wet detention system by means of curb inlets and a conduit
system that runs along the proposed parking and driveways. The pipes were sized for a 10-
year storm event and the hydraulic gradient was maintained inside the pipe system during
that event. The wet detention system was designed to store and release the first inch of
rainfall (3,562 cfs) over a period of 4.0 days. The detention system was also designed to
store runoff from the 10-year, 24-hour event and hold discharge rates below those for the
pre -development site. The grades shown on the plans are final grade elevations. The plan
currently proposed shows that the imperviousness of the drainage area being conveyed to
the pond will be approximately 88.8%. During construction, silt fence, sediment trap
(proposed pond), and construction entrance will be placed in critical areas as directed by
the Drainage Plan. All design criteria is based on the Town of Carolina Beach stormwater
standards.
Drainage areas were delineated for determining the correct culvert size for each drainage
segment, and are shown on the drainage area map.
C

WK DICKSON
Engineering 909 Market Street
Land Planning Wihnington, NC 28401
Surveying [phone]
LAKE VIEW CONDOMINIUMS
TOTAL AREA DRAINING TO POND = 50,346 SF = 1.16 AC
TOTAL PROPOSED IMPERVIOUS SURFACE AREA DRAINING TO POND:
PAVED AREAS = 27,435 SF
BUILDING = 17,250 SF
44,685 SF
PERCENT IMPERVIOUS DRAINAGE AREA FOR POND:
= (44,685 SF / 50,346 SF) x 100
= 88.8 %
REQUIRED STORAGE FOR I -INCH OF RUNOFF FOR POND: (use Schueler Method)
= 0.05 + 0.009 (1)
= 0.05 + 0.009(88.8) = 0.849
= (1")(0.849)(1/12)(50,346)
= 3,562 CF (3,592 CF PROVIDED)
POND DEPTH SA/DA %
(FT)
5.0 6.4
POND SURFACE AREA (MIN.)
(SF)
IF POND DEPTH = 5.0 FT, MEV34LJM SURFACE AREA = 3,222SF
USED 90% TSS CHART TO SIZE POND
AREA @ ELEVATION 5.0 = 3,238 SF > 3,222 SF
3,222
REQUIRED STORAGE FOR FOREBAY: 20% OF TOTAL PERMANENT POOL VOLUME
= (0.2)(3,592 CF)
= 718 CF (864 CF PROVIDED)
PROJECT: LAKEVIEW SUBJECT: POND CALCULATIONS JOB NO.: 50066.00.WL
PREPARED BY: RPB DATE: 05/05/05 CHECKED BY: JRB DATE: 03/24/05 PAGE NO 1 OF 3

WIC DICKSON
Engineering
Land Planning
Surveying
Bottom Elevation
Permanent Pool
909 Market Street
Wilmington, NC 28401
[phone]
Pond Volume
Contour
Incremental
Cumulative
Elevation Area
Volume
Volume
(ft) (sf)
(cf)
(cf) - -
0
0
81 fi
112
112
} I l
271
383
517
900
-3 33 = h902
260
1159
4 1454
789
1949
,-
2346
4295
Forebay Volume
Contour
Incremental
Cumulative
Elevation Area
Volume
Volume
(ft) (sf)
(cf)
(cf)
Bottom Elevation ,' ,. `2 34
0
0
110
110
4r'369~ `�
278
388
Permanent Pool x 5 f 583a
476
864
Forebay Volume is
1-20.1%1
of Pond Volume
PROJECT: LAKEVIEW SUBJECT: POND CALCULATIONS JOB NO.: 50066.00.WL
PREPARED BY: RPB DATE: 05/05/05 CHECKED BY: JRB DATE: 03/24/05 PAGE NO 2 OF 3

wK DICKSON
Engineering 909 Market Street
Land Planning Wilmington, NC 28401
Surveying [phone]
1" Storage & Release Time
Contour
Incremental
Cumulative
Outflow
Release
Elevation Area
Volume
Volume
Rate
Time
(ft) (sf)
(cf)
�0
(cf)
(cfs)
(hrs)
I:.F -r 3238; x
0
0.000
0.000
.S`
:5`2 :!' `337T
fi62
662
0.007
27.8
5 4'i„ 3518 '.r
690
1351
0.009
20.5
5 6 3661
718
2069
0.011
17.4
-n- Y ,-
5
747
2816
0.013
15.7
s_ l6 w Yin f93955-.,
776
3592
0.015
14.6
TOTAL HOURS 96.0
DAYS 4.0
Orifice Diameter = 0.750 inches
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A`(2gh)"112
PROJECT: LAKEVIEW SUBJECT: POND CALCULATIONS JOB NO.: 50066.00.WL
PREPARED BY: RPB DATE: 05/05/05 CHECKED BY: ]RB DATE: 03/24/05 PAGE NO 3 OF 3

Pawl<
LETTER OF TRANSMITTAL rD1tl"�Lee tl�%IV
909 Market Street Wilmington, North Carolina 28401
TO: Mr. Robert D. Gordon
Environmental Engineer II
NC DENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
community infrastructure consultants
910.762.4200 tel. [phone] fax
DATE: 31 May 2005
RE: Lakeview Planned Unit Development
PROJECT NO: WKD 50066.00.WL
We are sending via: ❑ Overnight ❑ Regular Mail ❑ Pick-up ® Hand Delivered
The following items: ❑ Correspondence ® Plans ❑ Specifications ® Other as listed below:
COPIES
DATE
NO.
DESCRIPTION
2
Plan Sheets C4.1. C6.2 and C6.3 — Revised plans
1
Corn ment/Response letter in response to your 5/23/05 letter
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ As Requested ❑ Approved as Submitted ❑ Returned for Corrections
® For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ Forward to Subcontractor
REMARKS:
Thank you for your assistance. Please call if you have any questions.
COPY TO: File SIGNED" 4 ���
Robert P. Balland,

PVVK
WDICKSON
community infrastructure consultants
May 31, 2005
Mr. Robert D. Gordon
Environmental Engineer II
NC DENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Lake View Planned Unit Development
WKD Project Number 50066.00.WL
Dear Mr. Gordon:
Following are our responses in regard to comments from your letter of May 23, 2005,
Comment:
1. Please show roof drain detail or include a statement on the plans that all roof drains are to be
directed to the permitted stormwater system.
Response: A note was added to sheet C4.1 regarding the roof drains.
Comment:
2. Please locate the stormwater pond in a dedicated easement.
Response: An easement line as added to sheet C4.1 and noted. Once a final plat is
completed, the dedicated easement will be platted and recorded.
Comment:
3. Please reconfigure pond to meet the 3:1 length: width ratio or add baffles to increase flow
length.
Response: A baffle was designed as shown on sheet C4.1 and detailed on sheet C6.2.
Comment:
4. Please show forebay elevations in pond section.
Response: The pond section on sheet C6.3 has been revised to include the forebay
elevations.
909 Market Street
Wilmington, NC 28401
Tel, 910.762,4200
Fax [phone]
www.wkdickson.com
North Carolina - South Carolina . Georgia - Florida

Mr. Robert D. Gordon
NC DENR — Division of Water Quality
May 31, 2005
Page 2
Comment:
5. There is concern about scour on forebay slope opposite the inlet pipe. Please address this issue
(provide energy dissipater, redirect pipe etc....).
Response: Outlet protection was shown on sheet C4.1 and detailed on sheet C6.2.
Should there be further comments or questions, please let me know.
Sincerely,
W. K. Dickson & Co., Inc.
4;7
7
Robert P. Balland, El, CECM
/pb
Enclosures

O�O� W A ui
a)'
—1
WN
May 23, 2005
Ward Manning, Jr.
Lakeview at Carolina Beach, LLC
1700 Tanglebriar Court
Weddington, NC 28104
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 050520
Lakeview Planned Unit Development
New Hanover County
Dear Mr. Manning:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Lakeview Planned Unit Development on May 23, 2005. A preliminary review of that
information has determined that the application is not complete.. The following information is
needed to continue the stormwater review-
1 . Please show roof drain detail or include a statement on the plans that all roof drains
are to be directed to the permitted stormwater system.
2. Please locate the stormwater pond in a dedicated easement.
3. Please reconfigure pond to meet the 3:1 length: width ratio or add baffles to increase
flow length.
4. Please show forebay elevations in pond section.
5. There is concern about scour on forebay slope opposite the inlet pipe. Please
address this issue (provide energy dissipater, redirect pipe etc...)
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to June 1, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (91C) 796-7215 Customer Servicel-877$23-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.s1ate.nc.us One
No�lrthCaroli na
An Equat Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper Alatlfralllf

Lakeview Planned Unit Development
May 23, 2005
Stormwater Permit # SW8050520
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Robert D. Gordon
Environmental Engineer 11
ENB/RDG: S:IWQSISTORMWATERIADDINFO\20051050520May23
cc: WK Dickson
Robert D. Gordon

N&WK
WDICKSON
community infrastructure consultants
20 May 2005
Mr. Cameron Weaver
N. C. Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Lakeview Planned Unit Development
WKD Project Number 50066.00.WL
Dear Mr. Weaver:
CEIVED
MAY 8 3 2005
g SW� 050
Enclosed are two copies of the following documents in support of an express review for the referenced
project.
• Check in the amount of $4,000.00
• Request for Express Permit Review Form
• Stormwater Management Permit Application Form
• Wet Detention Basin Supplement to Stormwater Management Permit Form
• Stormwater Management Calculations
• Property Deed
• Project Plans
If you need additional information, please feel free to call.
Sincerely,
W. K. DICKSON & CO., INC.
Robert P. Balland, El, CECM
/ej
Enclosure: As noted
cc: Mr. Bruce West, Sr., Realty, Corp.
909 Market Street
r
Wilmington, NC 28401
Tel. [phone]
Fax [phone]
www.wkdickson.com
North Carolina . South Carolina • Georgia . Florida

A
OFFICE USE ONLY
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
�,akGu�e� cAMUNP, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)-
\4&n:k _ „A,+ Ate. st• . sec is set �,->�
3. Mailing Address for person listed in item 2 above:
�`�00 ?Ea�►�el�.lnricrr C.ourf
City: WQ�d��-ewJ State: /VC Zip: Z810tf
Telephone Number: ( Oy ) 0y(0— B555
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
C.,4 k�,,,z;,�w t�J�w,►R,rcoi c,+tn; .� �.�Q�mr�-f
5. Location of Project (street address):
s M 1_.4ke Per L I
J
City: re�*L;&& ,A County: A)V-. 9�c�'
6. Directions to project (from nearest major intersection):
7. Latitude: 3H - 01 — 5 ! Longitude:__7-7-*- $3 -- yZ of project
S. Contact person who can answer questions about the project:
Name: Tp16er+ �. 1�' +UAm:2( Telephone Number: ( 910 ) V (02^ y ZCO
II. PERMIT INFORMATION: /
1. Specify whether project is (check one): V New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of

i.
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number _MIA and its issue date (if known)
Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
1
Additional Project Requirements (check applicable blanks):
✓ CAMA Major ✓uSedimentation/Erosion Control _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 .
5401,In we4&c w: A�o� ecurb 1,�,, A wk;cA
CAS �e[Lh�a►,.- rU,►�e
_ bA��r � i Z� '�g �� alloQ r�.eq$R �� �iL�'� �^ f� w,'�+i N 2'S �•
2. Stormwater runoff from this project drains to the GAaL F-e,A[' River basin.
3. Total Project Area: 1.4 Z acres 4. Project Built Upon Area: S& S %
5. How many drainage areas does the project have?_ I
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin•Iriformation�a'� ';:'
€: ' ;Drainage Area 2«
z,�Draina g `a e.'Afea' 2
Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing Impervious" Area
Proposed Impervious"Area
4
% Impervious" Area (total)
$$ ,
'`
imperv! us,:.Surface Area
Draina a Area 1 �,
:...g ._ _W - .�... Iw
r '�;k °Draina a Area Z� rrr ;t
��. g
On -site Buildings
On -site Streets
S f
On -site Parking
On -site Sidewalks
Other on -site
Off -site
0
Total: t{
Total:
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived?
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.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools,
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99
Page 3 of 4

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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form 117-0>
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee oFI4ZUTP-ayable to NCDENR)._V4(X00
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & 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 systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): '_Ro6WlV T. BaLLA-A,4 - VJk bikk5onj Co.
Mailing Address: ) I (n &r kck St -
City: wit ,nn; w,A y u State: _m C_ Zip: Zg 4W
Phone: ( 9 IC] ) :. Le Z - 9 Zoo
VIII. APPLICANT'S CERTIFICATION
Fax: ( gl 0 ) 'A Z - W 2 01
1, (print or type name of person listed in General Information, item 2) Wia rd M G n n 1 n -� I � fZ -
certify that the infarmat' n included on thi permit application form is, to the best of my knowledge, correct and
that the project wil e c nstructed in c .oi�mance with the approved plans, that the required deed restrictions
and protective c enan will be rec d, and that the proposed project complies with the requirements of 15A
NCAC 2H .100 / "I,-)
Signatu
Form SWU-101 Version 3.99 Page 4 of 4
Date: J - S e."

STORMWATER MANAGEMENT CALCULATIONS
LAKEVIEW
PLANNED UNIT DEVELOPMENT
CAROLINA BEACH
NEW HANOVER COUNTY, NORTH CAROLINA
Prepared By
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
May 2005
WKD Project Number 50066.00.WL

I-
Stormwater Narrative
Lakeview Planned Unit Development
WKD#: 50066.00.WL
May 10, 2005
GENERAL
Lakeview Planned Unit Development is located in the Town of Carolina Beach along US
Highway 421 (S. Lake Park Blvd.) in New Hanover County. The proposed project consists
of 28 condominium units and amenities. The existing site was an asphalt parking lot used
for overflow beach traffic and a multi -family residence.
PROPOSED IMPROVEMENTS
Proposed improvements will involve the construction of 28 condominium units including
parking and utilities that drain to a proposed wet detention basin. This basin will improve
water quality for post development runoff as well as ensure that our post -development flow
(7.53 cfs) is less than our pre -development flow (7.67 cfs) for the 10-year event. There are
no wetlands on this property.
DRAINAGE CONSIDERATIONS
Runoff will be conveyed to the wet detention system by means of curb inlets and a conduit
system that runs along the proposed parking and driveways. The pipes were sized for a 10-
year storm event and the hydraulic gradient was maintained inside the pipe system during
that event. The wet detention system was designed to store and release the first inch of
rainfall (3,562 cfs) over a period of 4.0 days. The detention system was also designed to
store runoff from the 10-year, 24-hour event and hold discharge rates below those for the
pre -development site. The grades shown on the plans are final grade elevations. The plan
currently proposed shows that the imperviousness of the drainage area being conveyed to
the pond will be approximately 88.8%. During construction, silt fence, sediment trap
(proposed pond), and construction entrance will be placed in critical areas as directed by
the Drainage Plan. All design criteria is based on the Town of Carolina Beach stormwater
standards.
Drainage areas were delineated for determining the correct culvert size for each drainage
segment, and are shown on the drainage area map.

WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington, NC 28401
Surveying [phone]
LAKE VIEW CONDOMINIUMS
TOTAL AREA DRAINING TO POND = 50,346 SF = 1.16 AC
TOTAL PROPOSED IMPERVIOUS SURFACE AREA DRAINING TO POND:
PAVED AREAS = 27,435 SF
BUILDING = 17,250 SF
= 44,685 SF
PERCENT IMPERVIOUS DRAINAGE AREA FOR POND:
= (44,685 SF / 50,346 SF) x 100
= 88.8 %
REQUIRED STORAGE FOR 1-INCH OF RUNOFF FOR POND: (use Schueler Method)
= 0.05 + 0.009 (1)
= 0.05 + 0.009(88.8) = 0.849
= (1")(0.849)(1/12)(50,346)
= 3,562 CF (3,592 CF PROVIDED)
POND DEPTH SAIDA %
(FT)
5.0 6.4
POND SURFACE AREA (MIN.)
(SF)
IF POND DEPTH = 5.0 FT, MINIMUM SURFACE AREA = 3,222SF
USED 90% TSS CHART TO SIZE POND
AREA @ ELEVATION 5.0 = 3,238 SF > 3,222 SF
3,222
REQUIRED STORAGE FOR FOREBAY: 20% OF TOTAL PERMANENT POOL VOLUME
= (0.2)(3,592 CF)
= 718 CF (864 CF PROVIDED)
PROJECT: LAKEVIEW SUBJECT: POND CALCULATIONS JOB NO.: 50066.00.WL
PREPARED BY: RPB DATE: 05/05/05 CHECKED BY: JRB DATE: 03/24/05 PAGE NO 1 OF 3

WK DICKSON
Engineering
Land Planning
Surveying
909 Market Street
Wilmington, NC 28401
[phone]
Pond Volume
Contour
Incremental
Cumulative
Elevation Area
Volume
Volume
(ft) (so
(cf)
(cf)
Bottom Elevation
r :' - _ ' `' -42: %:
0
0
�0'
112
112
271
383
517
900
.Y 3 33wM9Q2"
260
1159
r3 4 _ 71454",'
789
1949
Permanent Pool
j
;..5. ti?`3238; j
2346
4295
Forebay Volume
Contour
Incremental
Cumulative
Elevation Area
Volume
Volume
(ft) (SO
(cf)
(cf)
Bottom Elevations
:' �2 _ s 3� ��
0
0
110
110
xMl
278
388
Permanent Pool
sw.,.5 f583
476
864
Forebax Volume is
E2
of Pond Volume
PROJECT: LAKEVIEW SUBJECT: POND CALCULATIONS JOB NO.: 50066,00.WL
PREPARED BY: RPB DATE: 05/05/05 CHECKED BY: JRB DATE: 03/24/05 PACE NO 2 OF 3

WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington, NC 28401
Surveying [phone]
1" Storage & Release Time
Contour Incremental Cumulative Outflow Release
Elevation Area Volume Volume Rate Time
(ft) (sf cf (cf cfs) hrs)
'k� 5.3238 1 0 0 0.000 0.000
.¢
� �5 27a f 3377 662 662 0.007 27.8
5 4 � 3518 690 1351 0.009 20.5
s�;5 6 3661 A 718 2069 0.011 17.4
r=5 8y3807„ 747 2816 0.013 15.7
" 6 3955; y 776 3592 0.015 14.6
TOTAL HOURS 96.0
DAYS 4.0
Orifice Diameter = 0.750 inches
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd"A"(2gh)^1/2
PROJECT: LAKEVIEW SUBJECT: POND CALCULATIONS JOB NO.: 50066.00.WL
PREPARED BY: RPB DATE: 05/05/05 CHECKED BY: JRB DATE: 03/24/05 PAGE NO 3 OF 3

A�A
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. [e-mail] along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Ward Manning, Jr.
Company Lakeview at Carolina Beach, LLC
Address 1700Tan IebriarCt. City/State Weddin-toq_n Zip 28104 County_Mecklenburg
Phone�704-846-8555 Fax [phone] Email_ Wwardmanning(a)aol.com
PROJECT Name Lakeview Planned Unit Development
PROJECT LOCATED IN Cape Fear RIVER BASIN
ENGINEER/CONSULTANT
Company Robert P. Balland — WK Dickson & Co., Inc.
Address 909 Market Street City/State—Wilmington _ _Zip 28401 CountyNew Hanover
Phone [phone] Fax [phone] Email [e-mail]
❑ STREAM ORIGINATION CERTIFICATION, Stream Name
® STORMWATER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
® COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ® Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with —2.0 acres to be disturbed.
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES
SW
CAMA
LQS
401
For DENR use only
Fee Split for multiple permits:
Total Fee Amount $

VP
Permit No.
(io be provided by DWQ)
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 be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: LA4 t V klJ q1 wmArsW i &Ad6oene g4
Contact Person: W l MAMMiA Tc • Phone Number: (409 ) 04to SsSS-
For projects with multiple basins, specify which basin this worksheet applies to: l
elevations
Basin Bottom Elevation 0.0 ft.
Permanent Pool Elevation 6.0 ft.
Temporary Pool Elevation (Q. 0 ft.
areas
Permanent Pool Surface Area 3, 23 8 sq. ft.
Drainage Area 1. t tP ac.
Impervious Area
volumes
Permanent Pool Volume
TemporaryPool Volume
Forebay Volume
Other parameters
SAIDA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal Z
Form SWU-102 Rev 3.99
1.03 T_ ac.
yO Z95 cu. ft.
3 59 Z cu. ft.
19 (1 &4 cu. ft.
(door of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(p. 4 (surface area to drainage area ratio from DWQ table)
0.76 in. (2 to 5 day temporary pool draw -down required)
in.
�D % (minimum 85% required)
Page 1 of 4

Footnotes:
When using the Division SAIDA 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 90% TSS removal.
II. 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 agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
l"u a.
b.
C.
d.
All A e.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3.1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. 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.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does /do'
s not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Ij
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.25 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads Z. ZS feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
Ull in the blanks)
V Permanent Pool Elevation 5.0
Sediment Re oval El. �S 75 0
--------------- - Sediment Removal Elevation 75%
Bottom Ele ation � %
---------------------------------------------- - 5%
Bottom Elevation QQ_ 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form 5WU-1©2 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: W" MAfJul..l-!%
Title: Ren s#•eea ,m4nf ----- - - __. - --
Addt
Phon
Sign,
Date
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, ton s Ot,Jr+ _,a Notary Public for the State of M r `� r r0fj-e ,
County of NQw 4t,.,we - -,do hereby certify that war -et
personally appeared before me this 541- day of M , -ZOOS , and acknowledge the due
execution of the forgoing wet detention basin maintenance req irements. Witness my hand and official seal,
S
SEAL
My commission expires C?P ZO ri
Form S WU-102 Rev 3.99 Page 4 of 4

North Carolina
Elaine F, Marshall DEPARTMENTOF THE
Secretary SECRETARY O STATE
Corporations
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Date: 5/4/2005
Click here to:
View Document Filings I
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Corporation Names
Name Name Type
NC Lakeview at Carolina Beach, Legal
LLC
Limited Liability Company Information
SOSID:
0762743
FID:
Status:
Cu rrent-Active
Date Formed:
1/24/2005
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Manning, Ward , Jr
1700 Tanglebriar Court
Weddington NC 28104
1700 Tanglebriar Court
Weddington NC 28104
1700 Tanglebriar Court
Weddington NC 28104
No Address
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NEW HANOVER COUNTY TAX DEPARTMENT
Real Estate Tax Records Inquiry - Current Tax Statement
5703879 2 0 0 4 T A X S T A T E M E N T
TAX DIST PARCEL ID NUMBER PERS VALUE REAL VALUE EXEMPTIONS
CB R09010-003-009-000 0 504,400 0
LEGAL LOT 2R BLK 43 CAROLINA BEACH
LOCATION 305 LAKE PARK BLV S 2R/43
1/1/04 OWNER: SVMJ LAKE PARK NC LLC
TAX
DESCRIPTION RATE ASSESSED
------------ ----------------
CAROLINA 0.3800 1,916.72
NH COUNTY 0.6800 3,429.92
LAKEVIEW AT CAROLINA BEACH LLC
1700 TANGLEBRIAR CT
WEDDINGTON NC 28104
REMIT TO: NEW HANOVER CO TAX OFFICE
P.O. BOX 18000 * TOTAL AMOUNT DUE 05/05/05
WILMINGTON, NC 28406
http://www.nhcgov.com/Oasinq/Oasstmtjsp?sel=RO9010-003-009-000 5/5/2005

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NEW HANOVER COUNTY TAX DEPARTMENT
Real Estate Tax Records Inquiry - Sales History
Parcel ID: R09010-003-009-000
DEED DEED DATE SALE STAMP O/
BOOK PAGE MM/DD/YY INSTR TRAN QUAL V/I VRFY PRICE VALUE USE? ME
1239 1907 12 01 83 WD V U V D 55,000 0.00 N
1239 1909 12 01 83 WD I U V D 190,000 0.00 N
1239 1911 12 01 83 WD V U V D
1841 0482 12 28 94 WD * U V
1841 0484 12 28 94 WD * U V
0 0.00 N
0 0.00 N
0 0.00 N
2799 0117 08 31 00 WD * U I D 198,000 396.00 Y
2869 0178 01 18 01 WD * U I D
3635 0662 02 06 03 WD * U V
3635 0666 02 06 03 WD * U V
4604 0983 12 15 04 WD * U V
88,000 176.00 Y
0 0.00 N
0 0.00 N
0 0.00 N
4691 0790 02 28 05 WD * Q V D 2,125,000 4,250.00 Y
http://www.nhcgov. con-/Oasinq/Oassale. j sp?year=04&sel=RO9010-003-009-000
5/5/2005