SW8060704_HISTORICAL FILE_20060721

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO,
SW Stra'77(
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
.?!T/JlQ(J%t
YYYYMMDD

STORMWATER DIVISION CODING SHEET
NCS PERMITS
PERMIT NO.
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING REPORTS
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 060704
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
John A. Psilos and PerryKratsa, Owners
Charleston Place
Onslow County
ISIZONEWIM
construction, operation and maintenance of two wet detention ponds 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 21, 2016, 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 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 228,897 square feet of
impervious area (Pond #1=107,679 sq ft; Pond #2=121,218 sq ft).
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 18,587 square feet (Drainage Area #1=8,757 sq ft;
Drainage Area #2=9,830 sq ft) and is included in the built -upon area totals listed
in Section 1.2 of this permit.
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 7

State Stormwater Management Systems
Permit No. SW8 060704
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design conditions:
Design Criteria
Pond #1
Pond #2
a. Drainage Area, acres:
Onsite, ft2
Offsite, ft2
3.33
145,040
None
3.77
164,431
None
b. Total Impervious Surfaces, ft
OS Bldgs, ft2
OS Streets/Prkg, ft2
OS Sidewalks, ft2
OS Other, ft2
OS Future, ft2
107,679
25,236
64,977
8,343
246
8,757
121,218
30,749
68,757
11,162
720
9,830
c. Design Storm, inches
1.0
1.0
d. Pond Depth, ft
7.0
7.0
e. TSS removal efficiency, %
90
90
f. Permanent Pool Elev., FMSL
44.5
44.0
g. Perm. Pool Surface Area, ft
4,819
5,275
h. Permitted Storage Volume, ft
8,716
9,924
i. Temporary Storage Elev., FMSL
46.06
45.62
j. Controlling Orifice, "0 pipe
1.25
1.25
k. Permitted Forebay Volume, ft
2,293
2,865
I, Receiving Stream/River Basin
UT Northeast Creek! White Oak
m.Stream Index Number
19-16-(0.5)
n. Classification of Water Body
SC; NSW
o. Max. horsepower for a fountain
118 118
R. SCHEDULE OF COMPLIANCE
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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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 (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. .
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060704
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 the nozzle, pump and intake are connected by
tubing, 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 either 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.
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 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.
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060704
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.
III. 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.
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 21 st day of July 2006.
NORTH:OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060704
Page 1 of 2
Charleston Place
Stormwater Permit No. SW8 060704
Onslow 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 is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 060704
Page 2 of 2
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
Mike Morris, Onslow County Building Inspections
Page 7 of 7

Design Calculations
Stormwater Treatment Facilities
for
Charleston Place Pond 1
locatod in
Onslow County
1. PROJECT DESCRIPTION
CA
L
148
The Project consists of proposed apartment complex on a 7.2 acre tract in Jacksonvi
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond:
Percent Impervious =
b. Compute Pond Surface Area
0,742 or
3UL 0 6 Z005
,.ELig 06o,
11,357 87,565 98,922 SF
74.2 %
145,040 SF
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
"foot Pond de
pth:
pth: e
14.
SA/DA z
X (interpolated)
Z
Therefore:
Surface Area = SA/DA x Drainage Area
4,514 SF say SF

c. Compute Minimum Pond Dimensions
Assume rectangular shape with 31 Length (L)toWidth 0W\Ratio:
Length = 130.24fem1
Width = 40.08 feet
Site conditions, however, dictate irregular shaped pon6�
Hydr. Length = feet
so. Hv6r. Width 36.5 feet(avg)
Actual L/VV= 3.0 (irregular shape)
3. DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM
Using Schuler "Simple Mathod^:
Rv=0.O5+D.0OQ(|) where = percent impervious
Rv= 0.718 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
4. DETERMINE REQUIRED STORAGE DEPTH
Assume: 31side slopes
solving for depth (d) by trial & error:
d = 1.58
5. DETERMINE ORIFICE SIZE
Control Volume must 6edrawn down over o3day '5day period.
Using orifice equation, solve for Diameter (0)that results in3-1/2day period:
"o
Where: O=(Control Volume / 3.5dmvm x 86,400son/dav)
h=d/3
= 0.78
Solving for O:

D = 1.13 Use":'''':-" pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.036 cfs
Draw Down Period = 2.84 days OK, < 5.0
6. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1.0 feet:
Using Rational Formula (Q=CIA) where:
Cimper = €<L38
Cpery = MEOW
).N:�:
Ccum = .,n.,.::>0.60<.
110 = A inlhr
A = 3.33 ac
Q10 = 14.29 cfs
Assuming 1/2 circumference is used as weir and using
Francis Formula (Q=3.33LH1'5) to solve for L such that H = 1.0:
L = 4.29 Feet
Min 30 inch diameter outlet structure
Use 48 inch diameter outlet structure
7. DETERMINE Q10 STAGE
010 = 14.29 cfs
Using Francis Formula (Q=3.33LH"5) solve for H:
H 10 = 0.78 feet
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q =CIA) where:
Ccum = 0.60
1100 = <'t inlhr
A = ...,...-..:. ?3.33f ac
Q100 = 16.94
Using Francis Formula (0=3.33LH"5) solve for H:
H 100 = 0.87 feet

9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate 0100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q/Cw x L),3
where: Q = Q 100 16.94 cfs
Cw = 3.0
Length..............',33 feet
H = 0.33 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):
Main Bay Volume
Pond Bottom
Bottom Veg Shelf
Normal Pond
Main Bay Volume =
Forebay Volume
Pond Bottom
Normal Pond
Forebay Volume =
Total Pond Volume =
Forebay Volume equates to
Avg Incr.
Incr.
Cum.
eva '
Area S
Area th T
Vol (CF)
Vol CF
:.:... :.:....:... .........:1,5
795 5.33
4,237
4,237
44 54
3 925
2.742 1.67
4,579
8,816
8,816 CF
Elevation Area (SE Area S Depth (FT) VolCF Vol (CF]
39.503i
44.50 .:69 459 5.00 2,293 2,293
2,293 CF
11,109 CF
20.6 % of Total Volume
Temp. Storage Volume : Elevation Area S Area (SF) Depth T Vol (CF) Vol(CFl
Normal Pond 44.50 4,819
Temp. Pond Level 46 6$6,35 5,587 1.56 8,716 8,716
Temp. Pool Volume = 8,716 CF .7
10 Y_r Storage Volume ration Area (SF AceaSF Depth (FT) Vol (CFl VolC
Temp Pond Level 46.06 6,355
Temp. Pond Level 4t3 E3 7,175: 6,765 0.78 5,246 5,246

Temp. Pool Volume =
5,246 CF
100 Yr Storage Volume Elevation Area (SF Area SF Depth FT VolC Vol (CF)
Temp Pond Level 46.06 6,355
Temp. Pond Level 46 &3 7272 6,814 0.87 5,918 5,918
Temp. Pool Volume = 5,918 CF
11. SUMMARY
Pond Elevations:
Top Berm (minimum)
H= 0.33
100-Yr, Flood
H100 = 0.87
10-Yr. Flood
H10 = 0.78
1-inch Storage
storage depth = 1.56
Permanent Pool
pond depth = 7
Pond Bottom
12. WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
37.50
Perm. Pool Elevation
44.50
Temp. Pool Elevation
46.06
Perm Pool Surface Area
4,819 SF
Drainage Area
3.33 AC
Impervious Area
2.47 AC
Perm. Pool Volume
11,109 CF
Temp Pool Volume
8,716 CF
Forebay Volume
2,293 CF
SA/DA
3,112
Diameter of Orifice
1.25
Design Rainfall
1,,
Design TSS Removal
90%
Relative
Actual
9.76
47.26
9.43
46.93 (emerg. weir elev)
9.34
46.84
8.56
46.06 (primary weir elev)
7.00
44.50 (invert out elev)

Design Calculations
Stormwater Treatment Facilities
for
Charleston Place Pond 2
located in
Onslow County
1. PROJECT DESCRIPTION
The Project consists of proposed apartment complex on a 7.2 acre tract in Jacksonville.
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas:
On -Site Buildings
On -Site Streets
On -Site Parking
On -Site Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond:
Percent Impervious =
b. Compute Pond Surface Area
13,089 98,299
. ..............
0 9,830
13,089 108,129
0.737 or 73.7 %
Total
30,749 SF
10,861 SF
57,896 SF
11,162 SF
720
0
111,388 SF
Q
9,830 SF
121,218 SF
.........................
164,43i SF
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached) and
assuming V foot pondclepth:
SA/DA (interpolated)
Therefore:
Surface Area = SA/DA x Drainage Area
5,074 SF say s"sNT JSF
.. 1

c. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L) to Width (W) Ratio:
Length = 125.80 feet
Width = 41.93 feet
Site conditionn, hmwever, dictate irregular shaped pond:
Hydr. Length = feet
Actual L/VV= 3.8 (irregular shape)
3. DETERMINE VOLUME TO BE CONTROLLED FROM 11" STORM
Using Schuler "Simple Method":
Rv= 0.05+8.089|\ where | = percent impervious
Rv= 0.713in/in
Control Volume = Design Rainfall x Rv x Drainage Area
4.DETERMINE REQUIRED STORAGE DEPTH
Assume: 31side slopes
solving for depth (d) by trial & error:
d = 1.02
8\DETERMINE ORIFICE SIZE
Control Volume must bmdrawn down over a2day '5day period.
Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period:
D=({}/U.U28(h)»)o
Where: Q=(Control Volume / 3.5dayo x 86,400nee/d y)
= O.U33cfa
h=d/2
= O.8l
Solving for O:

D = 1.19 Uses:......:....`'<"" pipe
Actual Drawdown with actual drawdown pipe diameter (using orifice equation):
Q= 0.037 cfs
Draw Down Period = 3.17 days OK, a 5.0
6. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1.0 feet:
Using Rational Formula (Q=CIA) where:
Cimper = s>€78
Cpery=,...,..._.w...=_
Ccum = 0.59
Q10 = 16.09 cfs
Assuming 1/2 circumference is used as weir and using
Francis Formula (Q=3.33LH"5) to solve for L such that H = 1.0:
L = 4.83 Feet
Min 36 inch diameter outlet structure
Use 48 inch diameter outlet structure
7. DETERMINE 010 STAGE
Q10 = 16.09 cfs
Using Francis Formula (Q=3.331-1-l") solve for H:
H 10 = 0.84 feet
8. DETERMINE Q100 STAGE (ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where:
Ccum = 0.59
1100 — ^?l # in/hr
A = 3.77 ac
Q100 = 19.08
Using Francis Formula (0=3.33LH"s) solve for H:
H 100 = 0.94 feet

9. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q1Cw x Lf/3
where: Q = Q100 19.08 cfs
Cw = 3.0
Length =3 feet
H = 0.36 feet
10. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method)
Avg
Incr.
Incr.
Cum.
Main ay Volume:
Elevation Area (SF
Area F
Depth (FT
Vol C
VolC
Pond Bottom
Bottom Veg Shelf
man
999
5.33
5,325
5,325
NormalPond
3,091
1.67
5,161
10,486;>
Main Bay Volume =
10,486 CF
Fotebay Volumg
ELeyvgtjon Are SF
Area SFDepth
FT
Vol CF
Vol _ I (CF)
Pond Bottom
38.00'>'<>`<€5€
Normal Pond
478
6.00
2,865
2,865
Forebay Volume =
2t865_CF
Total Pond Volume =
13,351 CF ✓
Forebay Volume equates to
21.5 % of Total Volume ✓
Temp.StQrAge VoluMe
Elevation ALeg SF
ea S
Depth (FT]Vol
C
VolC
Normal Pond
44.00
Temp. Pond Level
,5,27.5
45 62 6;87X 6,126
1.62
9,924
9,924
t
Temp. Pool Volume =
9,924 CF
n„atorage Volume :
ev t' Area S
A ea S
t T
Vol CVol
C
Temp Pond Level
45.62 6,977
Temp. Pond Level
7,448
0.84
6,252
6,252

Temp. Pool Volume = 6,252 CF
100 Yr Storage Volume Elevation Area SArea S Depth (FT) Vol (CF VolC
Temp Pond Level 45.62 6,977
Temp. Pond Level 46 5fi: 8;033'. 7,505 0.94 7,057 7,057
Temp. Pool Volume = 7,057 CF
11. SUMMARY
Pond Elevations:
Top Berm (minimum)
H= 0.36
100-Yr. Flood
H100 = 0.94
10-Yr. Flood
H10 = 0.84
1-inch Storage
storage depth = 1.62
Permanent Pool
Pond depth = 7
Pond Bottom
12. WET DETENTION BASIN SUPPLEMENT
Basin Bottom Elevation
37.00
Perm. Pool Elevation
44.00
Temp. Pool Elevation
45.62
Perm Pool Surface Area
5,275 SF
Drainage Area
3.77 AC
Impervious Area
2.78 AC
Perm. Pool Volume
13,351 CF
Temp Pool Volume
9,924 CF
Forebay Volume
2,865 CF
SA/DA
3,086
Diameter of Orifice
1.26
Design Rainfall
1"
Design TSS Removal
90%
Relative
tual
9.92
46.92
9.56
46.56 (emerg. weir elev)
9.46
46.46
8.62
45.62 (primary weir elev)
7.00
44.00 (invert out elev)

} ~ 6 2D06
Stormwater Treatment & sup
Erosion Control Narrative r�.5
Charleston Place
John A. Psilos and Betty Kratsa propose to construct a one hundred twenty (120) unit apartment complex on a 7.2 acre
tract located on McDaniel Drive Extension (just off Commons Drive South) within the city limits of Jacksonville, N.C. The
site is currently undeveloped.
The project site is adjacent to an UT of Northeast Creek (SC;NSW) in the White Oak Basin. The proposed development
activities are high density (percent impervious > 25 %), therefore, stormwater treatment facilities are required. The
attached Stormwater Plan includes two wet detention basins. Pond 1 (4,819 sf) is situated on the eastern boundary of the
tract, while Pond 2 (5,275 sf) is located at the southeastern comer of the tract.
Pond 1 is sized to accommodate 107,679 square feet of impervious area, allocated as follows:
Site
Offsite
Total
Exist
Proposed
Buildings
-0-
25,356 sf
-0-
25,356 sf
Streets
9,624 sf
-0-
-0-
9,624 sf
Parking
-0-
55,353 sf
-0-
55,353 sf
Sidewalks
1,733 sf
6,610 sf
-0-
8,343 sf
Other
-0-
246 sf
-0-
246 sf
Reserve for Future
-0-
8,757 sf
-0-
8,757 sf
Total 11,357 sf 96,322 sf -0- 1 107,679 sf
Pond 2 is sized to accommodate 121,218 square feet of impervious area, allocated as follows:
Site
Offsite
Total
Exist
Proposed
Buildings
-0-
30,749 sf
-0-
30,749 sf
Streets
10,861 sf
-0-
-0-
10,861 sf
Parking
-0-
57,896 sf
-0-
57,896 sf
Sidewalks
2,22E sf
8,934 sf
-0-
11,162 sf
Other
-0-
720 sf
-0-
720 sf
Reserve for Future
-0-
9,830 sf
-0-
9,830 sf
Total 13,089 sf 108,129 sf -0-
121,218 sf
The proposed ponds are sized for 90% TSS removal. Neither pond incorporates pretreatment, other than the forebay.
The ponds do not include a vegetated filter at the outlet.
All stormwater emanating from impervious surfaces that is generated on -site shall be collected and directed to Pond i or
Pond 2 by a system of sheet drainage, grassed swales and storm drainage pipes.
The treatment system will require periodic maintenance. Maintenance frequency shall be dictated by pond depths. Pond
depths shall be checked by the owner on a quarterly basis. When measured depths in Pond 1 are less than 5.25' (3.75' in
the forebay), the pond shall be manually dewatered (pump) and accumulated sediment removed and properly disposed of.
When measured depths in Pond 2 are less than 5.25' (4.50' in the forebay), the pond shall be manually dewatered (pump)
and accumulated sediment removed and properly disposed of.
Site topography is gently sloping (0 - 5%) generally toward the southern boundary of the tract. Soils are loamy
sand/sandy loam.
The entire area designated within "Clearing Limits" will be disturbed during initial construction. The developer intends to
construct buildings upon conclusion of infrastructure (parking, drainage, water & sewer).

[F'wd: Re: Charleston Place APTS Retention Pond Permit]
Subject: [Fwd: Re: Charleston Place APTS Retention Pond Permit] v
' From: Linda Lewis <[e-mail]> J `j
Date: Tue, 24 Mar 2009 14:42:16 -0400
To: 7o Casmer <[e-mail]>
Jo, this is the mailing address for that 060704 permit Charleston Place Apartments.
Thanks,
Linda
Email correspondence to and from this address may be subject to the North Carolina
Public Records law and may be disclosed to third parties.
Subject: Re: Re: Charleston Place APTS Retention Pond Permit
From: <jlozada [e-mail]>
Date: Tue, 24 Mar 2009 13:19:57 -0500
To: Linda Lewis <[e-mail]>
Hi Linda,
Thanks so much. John Psilos is the owner of our project/apartments.
Here is my mailing address:
Southeastern Carolina Realty
3257 Henderson Drive EXT
Jacksonville, NC 28546
910-455--4160
Thanks so much. I so need a copy of that permit and Mr. Early the retention pond
specialist highly recommended you.
Take Care
Jeanie @ SCR
From: Linda Lewis <[e-mail]>
Date: 2009/03/24 Tue AM 11:28:31 EST
To: jlozada [e-mail]
CC: Jo Casmer <'[e-mail]>
Subject: Re: Charleston Place APTS Retention Pond Permit
Jeanie:
I never received confirmation regarding the permit number. I think it
may be SW8 060704, but I am not sure, as I have 2 projects in Onslow
County called Charleston Place, one issued to Garland & Sue Tuton and
one issued to John Psilos.
I'll have my admin staff person make a copy of the permit for John
Psilos, SW8 060704 and send it to you.
Can you please forward your mailing address?
I of 2 3/24/2009 3:08 PM

t,ll. '-r i .:I,�j' I Si ! . i!! ,'.,i'' '[i f .. !1 .
I''(' ,�.} t•�f`'� }!'.I\) !>'"eit},�! •,, ':�'r', .J,�`.1�;Efr
rf

[Fwd: Re: Charleston Place APTS Retention Pond Permit]
T-hanks,
Linda
jlozada [e-mail] wrote:
E1 i I .�. � — --
I was referred to you by Mr. Early in Jacksonville, NC. I am looking for a
copy of our permit for our retention pond and he lead me to you. We are out
of commpliance and I need to update my file for the state of NC and I do not
have a copy of our permit which I hear is required.
What do I need to to get to you to have you help me get a copy of our permit?
All I have are the blue prints of the retention ponds.
Thanks so much
Jeanie @ Charleston Place Apartments in Jacksonville, NC
Email correspondence to and from this address may be subject to the North
Carolina Public Records law and may be disclosed to third parties.
Re: Charleston Place APTS Retention Pond Permit.eml Content -Type: messagelrfc$22
Content -Encoding: 7bit
2 of 2 3/24/2009 3:08 PM

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
or
bj arman @ bi zec. rr.com
To Mr. Paul Bartlett
N.C. Department of Environment
and Natural Re8oruces
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
❑ CHANGE ORDER
letter of transmittal
DATE !OE NO.
July 10, 2006
ATTF.N ON
Paul Bartlett
RE:
Charleston Place
❑ UNDER SEPARATE COVER VIA
❑ PLANS ❑ SAMPLES
ITEMS:
COPIES
DATE
NUMBER
DESCRIPTION
2
1
Signed
1
Letter from enjZjnPA-_r (Dave Newsom)
1
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
C3 As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
❑ Prints returned after loan to us
REMARKS
SIGNED

Crvstal Coast Enaineerina. PA
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax: [phone]
Email: crystalcoasteng@b¢ec.rr.com
July 6, 2006
Mr. Paul T. Bartlett, PE
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Charleston Place
Onslow County
Dear Mr. Bartlett,
Per verbal comments relayed to John L. Pierce in your meeting with Mr. Pierce of this date, we
have made the following revisions:
1. Added note concerning wetlands. Revised Stormwater Plan attached.
2. Drainage Area Supplement attached.
We are hopeful that this response addresses all concerns and that the permit can be
issued in the near future. _Should you have questions or additional concerns, please feel free to
t)avi&"ewsom, PE // v
CRYSTAL COAST ENGINEERING
cc: John L. Pierce & Associates, PA

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 l 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 nam_eg,John A. Psilos
Title:
Address: 106 Cojack Lane Wilmington, NC 28409
Pho 910-262-8558
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50%, of the lots have been sold and a
resident of the subdivision has been named the president.
1, �J �f' �L ✓� tU a Notary Public for the State of n(A Ly21l0n U
County of S } {��do hereby certify that, hpn ( 1dJ
personally appeared before me this �_ day of—TLAC �G�1 L , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
�4114lI11111"//�///
TESTY..
NOrgR '0 s
r •� ALB
:o. L►C `
0
SEAL
My commission expires va
W4&dA---1
Form SWU-102 Rev 3.99 Page 4 of 4

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JOIN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
P.O. Box 1685
409Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
TO Cameron Weaver
N.C. Department of Environment
and Natural Reseerees
WE ARE SENDING YOU
❑ DRAWINGS © ATTACHED
❑ COPY OF LETTER ❑ PRINTS
❑ CHANGE ORDER
letter of transmittal
DATE
July 6, 2006
JOB ND.
ATTENTION
Cameron Weaver
WE
Charleston Place
P.,
❑ UNDER SEPARATE COVER VIA
t IL .�
THE FOLLOWING ITEMS:
❑ PLANS ❑ SAMPLES SPECIFggATIONS
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of plans
2
Stormwater a 'lications with -:calculations
1
co of 'Request for Express Permit Review" with
vicinity map & narrative previously submitted
1
Check in the amount of $4 000.00
B'Y:
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Retum corrected prints
❑ For review and comment
❑ For bids due
0 Prints returned after loan to us
REMARKS
SIGNED

AGA 7��
;JUL
.�r NCDENR jj" �( Z
North Carolina Department of Environment and Natural Resources
0 6 2006 127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]�6) K 04
Request for Express Permit Review
x/4 d?-r
aV5 f 3
FILL-IN all information below and CHECK required Permlt(s). A
FAX or email to Cameron. Weaver(a)ncmall.net 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 John A. Psiols & Perry Kratsa
Company N/A _
Address 106 Cojack Lane City/State Wilmington NC Zip28409 County New Hanover
Phone (910)262,_8558 Fax Email
PROJECT Name Charleston Place
PROJECT SYSTEM(S) TRIBUTARY TO Northeast Creek (STREAM NAME) White Oak RIVER BASIN
ENGINEER/CONSULTANT
Company John L. Pierce & Associates P.A.
Address P.O. Box 1685 City/State Jacksonville Zip 2 540 County on ow
Phone [phone] Fax[phone] Email [e-mail]
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
® STORMWATER ❑ Low Density nHigh Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL
MANAGEMENT
❑ LAND QUALITY
❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Erosion and Sedimentation Control Plan with acres to be disturbed.
WETLANDS (401) Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes [gNo
Check all that apply Wetlands Will Be Impacted ❑ Yes ETNo Wetland Impacts; Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process w/USACOE ❑Yes ❑No I Permit received from USACE ❑Yes [:]No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

RECFJVED
JUL P G 2006
BYNARRATIVE
FOR
CHARLESTON PLACE APARTMENTS
HIGH DENSITY - DETENTION
RESIDENTIAL APARTMENTS
JACKSONVILLE TWP., ONSLOW COUNTY, NC
JUNE 2006
This site contains 7.22 acres and is located on McDaniel Drive approximately l 75'
southeast from the intersection of Commons Drive South and McDaniel Drive. The site
is bound on all sides by residential property.
This is a high density project wl two detention ponds. No wetlands exist. onsite

06/09/2006 13:43 910-346-1210 JOHN PIERCE SURVEYOR PAGE 02
0.
►t�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).
71�p y.�v
FAX or email to Cam_eron.Weaypr c)ncmmail.net along with a narrative and vicinity mop of the project location.
Projects must be submitted by 9.00 A.M.of the review date, unless prio ar ngements are made.
APPLICANT Name John A. Psiols & Perry Kra t:sa o ti,r-koepv
Company —lam
Address_106 Cojack Lane_ City/State Wilmington _NC Zip28409 County New Hanover
Phone (.910)262-8558 Fax Email
PROJECT Name Charleston Place
PROJECT SYSTEM(S) TRIBUTARY TO Northeast Creek (STREAM NAME) White Oak RIVER BASIN
ENGINEER/CONSULTANT
Company John L. Pierce & Eissociates P.A.
Address_ P.O. Box 1685 City/State Jacksonville Zip 28540 CountyOnslow
Phone [phone] —Fax [phone] Email bett b-] @bizec.rr.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
® S7ORMWATER ❑Low Density High Density-!]etenfio Pon ❑ High Density -Other
Wetlands MUST be addressed below ❑ 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 acres to be disturbed.
WETLANDS (401) Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes [gNo
Check all that apply Wetlands Will Be Impacted ❑ Yes nNo Wetland impacts: Acre(s)
— Wetlands Delin3mtion has been completed ❑ Yes ❑ No ❑ Buffers Impacted; Acres)
USA COE Apprrval of Delineation completed ❑ Yes ❑ No
404 Application in process wfUSACOE ❑Yes ❑No / Permit received from USACE ❑Yes ❑fro
401 Application required ❑Yes [] No if Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only .
SUBMITTAL DATES: Fee Split for multiple permits:
SW $�
CAMA $
LOS S
401 $ Total Fee Amount $

06/09/2006 13:43 910-346-1210 JOHN PIERCE SURVEYOR PAGE
NARRATIVE
.FOR
C14ARLESTON PLACE APARTMENTS
HIGH DENSITY - DETENTION
RESIDENT, APARTMENTS
JACKSO NVILLE TWP., ONSLOW COUNTY, NC
` JUNE 2006 ,
This site contains 7.22 acres an.d is located on McDaniel Drive approximately 175'
southeast from the intersection of Commons Drive South and McDaniel Drive. The site
is bound on all sides by re:,idential property.
This is a .high density pro cct w/ two detention ponds. No wetlands exist. onsite

/ I3 3 910 345 I2l0 JOHN PIERCE SURVEYOR PAGE 04

06/0912006 13:43 910-346-1210 JOHN PIERCE SURVEYOR PAGE -TI- 'I
JOHN.-L.'PlERCE� &','ASSOC(ATES,'P.A. ,t
LAND SURVEYING+• LAND PLANNING-t MAPPING
OFFIM-9.10, 34&9800 �1 a s A•J
i FAX:,910-346-1210
+=i. �: *`' �� ;1.; rA�,•ZE-MAIL:'b`
ettybjlp®bizec.rr.com, ^�,a�,� i1r+
P.0. ioxim5 [e-mail] 409 Johnson Blvd.
k.JacksonvI le, NC 28541 i' Jacksonvllle, NC 28540
DATE: �d
FAX NO. (910) 346-3 210
TO:
FROM:
NUMBER OF COPIES INCLUDING THIS PAGE '7
REMARKS -
LOTS, FARMLAND AND WOODLAND 3URVEYING • SI i Z PI-ANNNG • SUBDIVISION LAYOUT - LAND DEJELOPMENT FILANMNG
CONSTRUCTION SURVEYING • T OP03RAPHIC SLi?VEYING ANO MAPPING
Phase I Er vlmnmenlal Ault: Risk Assessment

U.!�%TopoZone - The Web's Topographic Map
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Map center is 340 47' 28"N, 770 23
Jacksonville North c
Projection is UTM Zone 18
http://www.topozone.com/print.asp?z=l 8&n=3852
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