SW8060704_COMPLIANCE_20060721

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
�Plli�l�(IZo'� I
YYYYMMDD

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

WET DETENTION POND ANALYSIS FILE NAME: S:IWQSIPOND1060704.WK1
PROJECT#: SW8 060704 REVIEWER: P.Bartlett
PROJECT NAME: Charleston Place Original Run Date: 7121/06
White Oak basin Last Modified: 21-Jul-06
Pond 1 Pond 2 Pond 3 Pond 4 Pond 5 Pond 6
Receiving Stream: UT Northeast crk I UT Northeast crk
Classification:
SC: NSW
SC; NSW
Index Number:
19-16-(0.5)
19-16-(0.5)
Onsite DA, sf=
145040.00
164431.00
Off site DA, sf =
0.00
0.00
Total Drainage Area:
145040.00
164431.00
0.00
0.00
Built -Upon Area
BuildingslLots, sf= 25236.00 30749.00
Streets/Parking, sf=
64977.00
68757.00
Sidewalk/Concrete, sf=
8343.00
11162.00
Other, sf=
9003.00
10550.00
Offsite, sf=
Total Built -upon Area:
107559.00
121218.00
Surface Area
% impervious
74.16%
73.72%
Design Depth, ft:
7.00
7.00
TSS (85% or 90%):
90
90
SAIDA ratio
3,11 %
3.09%
Req. Min. Surface Area
4508
5074
Volume Calculations
Design Storm, inches:
1
1
Rational Cc=
0.76
0.76
Rational Volume, cf:
9225
10420
Rv =
0.717
0.713
Min. Req. Volume=
$671
9776
Bottom Elevation=
37.50
37.00
Permanent Pool Elev=
44.50
44,00
Perm Pool Area=
4819.00
5275.00
Design Pool Elevation=
46.06
45,62
Design Pool Area=
6355.00
6977.00
Total Volume Prov. =
8715.72
9924.12
Forebay Volume
Permanent Pool Vol,=
11109.00
13351.00
Req. Forebay Volume=
2221.8
2670.2
Prov. Forebay Volume=
2293.00
2865
Percent= (22>% > 18)
21%
21%
Pond 1
Pond 2
Drawdown OrificelWeir
Avg. Head, ft =
0.75
0.78
Average Flow Q2, cfs
0.050
0.057
Average Flow Q5, cfs
0.020
0.023
Q2 Area, sq. in. =
1.73
1.91
Q5 Area, sq. in. =
0.69
0.76
No. of Orifices
1
1
Orifice Diameter, in.=
1.25
1.25
Orifice Area, sq. in. =
1.227
1.227
Weir Height, inches=
Weir Length, inches=
Weir C =
12,974
13.432
Weir L', eff. length=
-0.151
-0.157
Avg. Flowrate, Q, cfs =
0.036
0.036
Drawdown, days =
2.8
3.1
#DIV101
#DIVIO!
#DIV/01
#DIV10!
#DIV/01
#DIVIO!
#DIV101
0.00
0
#DIVI01
Pond 3
0.00
#DIV/01
#DIVI01
#DIV/O!
#DIV/O!
C��iI�>•1tia�I�7
#DIVI01
#DIV/01
#DIV/O!
#DIV101
#DIVI01
#DIV/01
#DIVI01
#DIV/01
#DIV/01
#DIVIO!
#DIVIO!
#DIVIO!
#DIV/01
#DIV/O!
#DIVIO!
#DIV101
#DIV/01
0.00 1 0.00
0
#DIV/O!
Pond 4
0.00
#DIV101
#DIV/O!
#DIVIO!
#DIV/O!
0.000
0.000
#DIVIO!
#DIV/O!
0.000
0.000
0.000
0.000
#DIV101
#DIV101
0
#DIV/O!
Pond 5
0.00
#DIV/O!
#DIVIO!
#DIVIO!
#DIV/O!
#DIVIO!
#DIV/0!
#DIV/O!
#DIV101
0.00
0
#DIVIO!
Pond 6
0.00
#D[VIO!
#DIVIO!
#DIV/O!
#DIVIO!
0.000
0.000
#DIV/O!
#DIV/O!
0,000
0.000
0.000
0.000

CITY OF JACKSONVILLE
PUBLIC SERVICES DEPARTMENT
ENGINEERING
LETTER OF TRANSMITTAL
TO:
Division of Environmenral Management
127 Cardinal Drive Exrension
Wilmington, N.C. 28405
Phone # [phone]
Linda:
WE ARE SENDING YOU
_ PRINTS
_ COPY OF LETTER
DESCRIPTION:
Date: June 20, 2006
Attn: Ms. Linda Lewis
Ref. Erosion & Sedimentation
Charleston Place on McDaniel Drive
XX ATTACHED _ UNDER SEPARATE COVER
XX PLANS _ SPECIFICATIONS
XX OTHER copy of the financial responsibility statements
THESE ARE TRANSMITTED AS CHECKED BELOW:
_ FOR APPROVAL —AS REQUESTED
_ FOR REVIEW AND COMMENT XX FOR YOUR USE
DOCUMENTS ARE DUE TO BE RETURNED BY:
_ PRINTS RETURNED AFTER LOAN TO US
_ OTHER
REMARKS:
Tom Anderson, ConstrUCti011 Specialist
COPIES TO: File
Post Office Box 128 ♦ Jacksonville, North Carolina 28541 ♦ [phone] 0 TDD# [phone] ♦ Fax [phone]

CITY OF JACKSONVILLE
FINANCIAL RESPONSIBILITY /OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate a land -disturbing activity covered by the Jacksonville City Code, Chapter 22 and the
North Carolina State Sediment Pollution Control Act, prior to the approval of both this form and an erosion control
plan by the Engineering Division, Department of Public Works, City of Jacksonville, North Carolina. (Please type or
print and, if question is not applicable, place NI A in the blank).
Part A.
I • Project Name Charleston Place
2. Location of land -disturbing activity? McDaniel Drive Ext. Jacksonville
3. Approximate date land -disturbing activity will be commenced: July 2006
4. Purpose of development (residential, commercial, industrial, etc.): Residential
5. Approximate acreage of land to be disturbed or uncovered (to the nearest tenth acre)? '% C J _1.9�
6. Amount of fee enclosed $ CiUb Q C't
7. Has an erosion and sedimentation control plan been filed? Yes X No
Enclosed Yes
8. Person to contact should sediment control issues arise during land -disturbing activity,
Name John A. Psilos Telephone [phone]
9. Landowner(s) of Record (Use blank page to list additional owners):
John A. Psilos & P.W
Name(s)
106 Cojack Ln.
Current Mailing Address
Wilmington, NC 28409 _
City State zip
910-262-8558 N/A
Telephone # Fax #
10. Indicate Book, and Page where deed or
instrument is filed (Use blank page to list
additional deeds or instruments)
same
Current Street Address
City State Zip
Telephone # Fax #
Book 2429 Page 638
Book Page
Part B. 1. Person (s) or firm(s) who are financially responsible for this land -disturbing activity (Use a blank page to
list additional persons or firms):
John A. Psilos
Name of Person(s) or Firm(s)
106 Cojack Ln.T
Current Mailing Address
—Wilmington NC 28409
City State Zip
Current Street Address
City State Zip
Telephone [phone] Telephone

2. (a) If the Financially Responsible Party is not a resident of North Carolina give name and street address
of a North Carolina Agent.
Name
Mailing Address Street Address
City State Zip City State Zip
Telephone
Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the certificate of assumed name. If the Financially Responsible Party is a
Corporation give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address
City State Zip
Telephone
Street Address
City State Zip
Telephone
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath. (This form must be signed by the financially responsible person if an individual or his attorney -
in -fact or if nividual by an officer, director, partner, or registered agent with authority to execute
instrviRents fo the ancially responsible person). I agree to provide corrected information should there be
any c e in th in rfn provided herein.
Ty/p/er�7--print n e /)� �• ) Title or Authority %} //_
>-.- 6
Signature (/ tl— > Date
I, a ffdmiz a Notary Public of the County of �gvlpvC�
State of North Carolina, hereby certify that Cff- !, KL_aiS"
appeared personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness myiand and notarial seal, thi!
Como 0
A
}r60. O
1dt^ day of �'J ur"-c , X z
Notary
My commission expires
SEE BACK FOR SECOND NOTARY

Pumpkin Center
EIS + 47.40
I
i
6'g
I
EIS /
N /F
1ST WILMINGTON PROPERTIES
D.B.1590 P.719
ZONE = RS-7
EU \
INV= 44.00
.+48.20
l
' 47.55' -S-/ +47.57 ZONE R7 �~-
_ / ry ' DUMPS OPAQUE WOOD R#:p
45 "o I N /F FENCE ON SIDES, 9' OPAQUE WOOD 46 3'
40' D&U. E
+ay 9 1ST WILMINGTON PROPERTIES �� GATE ON
T. CONTAINS 2
D.B.1590 P.719 / 7.72
k o�) L4�j 46 9
' I ' r 4. 5 \.. 30' D E PUBLIC El
�
QUIPSTER PAD - B• QPAWE WOOD (PUBLIC)
4- 8 48. a FENCE ON 3 SIDES. 6' OPAQUE WOOD
49 + GATE ON FRONT, CONTAINS 2 DUMPSTERS
is CLUB HOUSE
TIDTAL S.F. - Z366
50 59 50.33 ` 4 .23 / WOOD STRUCTURE
1 ,rj r 50.47 W/SIDING
EIS 12 .4 a 14�•12
�D rrl III
+a9.91 / ' i
ZONE R-7 i ! �r�1 BLDG. #1
J NORTHSIDE AT THE coMMorls � 1''!'I � ,74 2 BEDROOM
sEcnON 50.23 4 .a93 STORY BUILDING (24 UNI
M.B.38 P.9q SLIDEE J-837 +
I1,'
S.F. PER FLOOR - 9,436
TOTAL S.F. - 28.308 j
l I iTYPE
t �t-oaa �-'30.90
WOOD STRUCTUREasW/SIDING
O , 95,` 1 ;'I s
P
O _'_ �' 'r a9 31 X TOP=47.
r
TOP=48.33 INV=44.6
INV=45.52
+ 4
96/
1 5' SIDEWALK
f
.78
D I 1
_ - * ED J
Uq �
TOP=47.98 S.F. PER I 9
TOTAL V.IF
�� �
WOW UC W
¢7,�� I ��-_- it � �tl.- i
49 6 /
V46.30
49.45 -- 43�RCP B6 _� 5'
50.79 '
T s 8L
49 28,
e• � 1,
SrT
4
q
4B1
u`'�
IV LAIN
yOFTOrDE SAC
49.06 _�S� 8 RFMO
d
_ EV
+
�
49.10
CUBB iNLE
E
~ a9.a1
TOP=48.17
GRATE-47.67
49. `fit
N V= 4 17
48.67
4. .
4B.75
`a$6
4
f
\
33.7'
I
48.
8.81
48.65
+40
16\•
+ as 97
RIPRAP SCOUR PAD SCHEDULE
n
to
BLVD.
/ MOOSEHAVEN
/ ROAD
/ 1308 1308
RAC
EIS
INV=43.75 EIS
/ 47.5
i F
INV=43.68 '
JACKSONVILLE
VICINITY SKETCH
\ \ NOT TO SCALE
N /F
AUTUMN RIDGE
42•0 \ 47.s / D.B.1742 P.119
\ \ ZONE - CU-B1
Lei _ \\ TOP-47.56
N V=42. 3' StDEwAt x T1rP / \ SODDING O
N V=43.00a
�d # Q TYP MULCHING O
G. iY \\ �, \ RIPRAP-LINED CHANNEL
4336 T ■Ili
\ ` TOP 4.! \ BEDR
TOP=47.15 / SOD -LINED CHANNEL
Nv 36 3 STORY UI G (24 I \ I
48. D V. 43.28 III
I 0 a.o 4 • S.F. ER OOR 931 LEVEL SPREADER
T S.F.
PALE 1
RECREATION ♦ FF-49.00 \ \ I -A \ \/ OUTLET STABILIZATION STRUCTURE
aa, h j AREA \ STRUCTURE W/90IN sT 47.8
EXCAVATED DROP INLET PROTECTION (TEMP)
`'•.,• � ; � " -' 4 .53 \, TOP= 7.79 � '!ftl
I IN = .30 o I /
� i FABRIC DROP INLET PROTECTION (TEMP) ■�
BLOCK & GRAVEL INLET PROTECTION ( TEMP)
p 4 (V
o \ E5TOP �Toa 4 3 11 ^ < TEMPORARY SEDIMENT TRAP
4 30 TOP=46. 9 V
a INV=43. 4 \ SILT FENCE71 sf
it �... - .I .. ......... . .. SED
7
f
INV=43.91 ` N PROPOTOP ROCK DAM D
48.3b CHECK DAM -/-1-
� �• I E �\'l
PROPOSED FINISH RADE
G P 7ssPROPOSED TOP OF CURB GRADE
=, TO =4 .7799
gr'r4�7107T
3.7IN 4 73 g• g ODE 1 a7 a PIPE LABEL
• # ` \ EXISTING CONTOUR 25
= 1 \\\ \ x \ PROPOSED CONTOUR 24
4- 44 P T
110 i 9 0 s' > TOP=47.45
a 7 = •• OP=46.49 \� \
�_ g V=42.46 BLDG. 3 I F _oM4 46 \\ 1 INV= 3.92 \
TYPE_& ` S a z 2 BEDROOM L• __46. s ;Ys _,.--
� N � 3 3 STORY BUILDING (24 UNITS)
w �\ Qy
L
�+47.D9 9 S.F. PER FLOOR+ 1 �436 �, \` ► `uT /
T N� 48.59 A9PIj T TOTAL S.F. Jim
\ \.
Asr �
U.
2 UUi•°'r �P WOOD STRUCTURE W/SIDING
+ 9a Q + I #
re 4$
r O° ��"FFTT �a m ly •�[ 5' SIDEW 4- •• M ` 47. \
N ui-
JUNCnQ
\ /
FROPOSM
INV-44.0
INV=44. I - -- 47. o V 27.3' Rig
D.E. .0
ag.46 4�
� O O• DROP INLET 20. + Its �
r1 ..� ' � - -..- I��P O .._. 14P,�.4S2,.7..- 1 - - - - - - - - - 47.89i
F9P= a9.s9+ s' emW u11+i sTOP 15" R INV- V SVIRMWI LAM INV= 3.51 - � 4 55
NV=45. 4:. LXISI He _- 4
3
�-
49. 4 48.82 4. T 4 4. 46' 45.R8
4 - 4 . 4 .4. 47.97 47.27 CB 46.70
49.26 49.74 49.36 AREA OF SIDEWALK Bc gy TO �\ 47.88 gq Ss T..48.g3 47.10
sn B� CURBING 70 BE REMOVED NNV-45415 \ a 9�_� IN_ 44.17
48.11 � .�E_.. �
�a9.22 4 2 '-� }49.1 48.62 +47.84 48.24 6 -�- fib`-7TTF 46.70
mcr) RIVE - 60 R/W (PUBLI
-J7.74 B¢
449.76 4.4
4' EXISTING SIDEWALK ,Pa8.05 aZ� EXISTING SIDEWALK
� 47.97
49 48.33
LEGEND:
_____�SIS = SET IRON STAKE 2.8'
J-- EIS - EXISTING IRON STAKE
D.B. = DEED BOOK 4a.2s 48.57
PG. = PAGE
M.B. = MAP BOOK
ECM = EXISTING CONCRETE MONUMENT NOTES:
SCM = SET CONCRETE MONUMENT
D.& U.E. = DRAINAGE & UTILITY EASEMENT 1. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER
STOP =PAINTED STOP BAR WATER AND SEWER MAINS
�
= HANDICAP ACCESSIBLE 2. THIS SITE IS IDENTIFIED ON THE CITY OF JACKSONVILLE'S SIDEWALK
PLAN
c� = PROPOSED STOP SIGN
HC = HANDICAP ACCESS 3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT
SPACES SHALL BE PLACED AT THE A -TYPE UNITS, ONE SHALL BE AT
THE CLUB HOUSE AND THE FINAL SPACE SHALL BE LOCATED FOR
THE B-TYPE UNITS.
4• THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBLE UNITS AND THE
REMAINING GROUND FLOOR UNITS SHALL BE TYPE-B UNITS.
5. THE BACK PORTION OF THE PROPERTY IS WITHIN THE ETJ AND AN
ANNEXATION PETITION WILL NEED TO BE FILED.
6. BOOSTER PUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE
LOOPED.
��.��"" ,,
7• THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET. JOHN A. PSILOS & BERRY KRATSA
C 106 COJACK LANE
S �r� WILMINGTON, NC. 28409
8. CONDITIONS OF CUP: SUBMISSION OF A SITE PLAN (MEETING ALL OF1r' . [phone]
APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF z,-'Q� �f
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS CONDITIONAL AND SPECIAL USE PERMIT APPROVAL. AFTER WHICH, THE _ SAL
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY CONDITIONAL AND SPECIAL USE PERMITS WILL BECOME NULL AND _ 1 48 -
- -
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN VOID. PROPERTY ADDRESS:MCDANIEL DRIVE EXTENSION
HEREON), THAT THE BOUNDA �S1NOT,, SURVEYED ARE 9. BUILDINGS ARE TO BE WOOD AND HARDI-PLANK. THIS IS TYPICAL JACKSONVILLE, NC. 28546
CLEARLY INDICATED; THAT 3}11 Q� 6�P.,,PRECISION FOR ALL BUILDINGS.
AS CALCULATED IS 1.10ply .t 9 f
ORIGIN& SIGNATURE,2a EAL 10. THERE ARE 6 TYPE -A ACCESSIBLE UNITS (SEE LOCATIONS ON
THIS-L-- BUILDINGS) AND ALL OTHER GROUND FLOOR UNITS SHALL BE TYPE-B
UNITS.
_ _ • � -Lim -
JOHN L-PIER E P.L. ® •1�2596---+--- ------
�� �UPv����'
ry,rlllfilllll'41'`
F kelc=)�, T M '�' IR IR � SM
NOT RELEASED FOR C NSTRUCTION
MARCH 16, 2006(ADD EASEMENT OVER STORM DRAIN ON SITE)
MAY 12, 2006(CORRECTIONS PER COMMENTS FROM TOM ANDERSON)
;_47.'6
Water, Sewer & Starmwater Design By:
CRYSTAL COAST ENGINEERING, P.A.
3817-3 FMDOM WAY - HUBERT, N.G. - 29539
Phone [phone] Fax [phone]
www.crystalooaatengineering.com, David K. Newsom, PE
GRADING, DRAINAGE & STORMWATER PLAN
EROSION & SEDIMENTATION CONTROL PLAN
SHOWING
CHARLESTON PLACE
PREPARED FOR
JOHN PSILOS & BERRY KRATSA
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE - SURVEYING
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DEC. 4, 2005
JOB # 2551033 F.B. P.G.
SCALE: 1 "= 40' FILE: PSILOS, JOHN (BASE 12--20-05)
(WAG) REVISIONS: DEC. 19, 2005 (TRC), JAN. 16, 2006 (TRC)
REVISIONS: FEB. 10, 2006 (TRC) MAR. 2, 2006 (TRC)
GRAPHIC SCALE
40 0 20 40 DO 150
{ IN FEET )
1 inch = 40 ft.
J0HN\ w \ i QQjAN05),dw 03/02/D6 07,4; j7 AM EST SHEET 3 OF 11