SW8911001_Approved Plans_20120604

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CALABASH T
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+50.9 +49.8 r iF9.8
SITE +47.6 gg 77 +49.5 z _`
+47.7 +47.3 15 4s.� 0 J W
+ 1.2 ' '* +47.2 6 0 +47.2 83 +47.0 +49.7 0 J
+51.2 N 86 04 02 E
� t47.0 +46.7 Q
Caic. Pt 50 +49.3 +46.7 a F_ Q
435.60 11 4&5 +49.4 FE III
z
12' 45s +5 47 OUTLET STRUCTURE a o ?
(SEE DETAIL)
.N• -- 4t. 69' a U Q
FOREBAY AREA DETENTION POND W z Z W Z
p FLOOD POOL ELEVATION=48.5 �- 04 �"1 04 0- Q X
NORMAL POOL ELEVATION=47.0' o N I Ix
BOTTOM ELEVATION = 41.0' 0 (� W W 0
VICINITY MAP I W 5 I m > ~ 2
a Q
N.T.S. ................. 5 � V) LU z " 1--
.•.•,•.•.•_•_•.•.•.•.•.•_•.•.•.•.•.•,. Eiige•o P «►t.•.•.•.•....•.•.•...•.•.•.•.•.•.•...•.•.•.•.•.• A
.. ..... .................................................... W M
:::::::::::::::::::::::::::::::::::::.:::::::::::::::.:::.:::.:.:.:.:::.:.:::.:.:.:.:.:.:.:.:::.:.:.:::.:.:::.:.:.:.:.::::::: a O
..........-....-.... ....... ....... U/�
......... .. .'.. 51..... .... .................. i
......''•'•'• �°tr"'=''''''''''''''::: ': :.".':.'.':..'....".".."..'.".".'.":I•.•:.•. :•:•.'.•.-•• ............... ................ :......................:.........• FOREBAY AREA .J Cl) 0
.............................. . < §
................................................ .. :. ' :: ..'.'.......:.. ...'.:...:.......... ..:...:.....:.:.....:.:.....:.......:.....:............ I �.., to
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.......... ........ .. ::. .......... .............. ............................ 'Q -�
. . .:
........... A................• .
r
.':
... ........... .. •y •' ............ ................. ................ ............ c/ � W
28.3' ............... ........ ...... .' ............................
Catch Basin 52.20 ... 3............................................' ....................'.•.':..:.:.:.:.:.:.:.:......:
HVACPAD a : ......':':":'.'.":'.':':'.'...'.'.'..'..':'.'..".'. .'.'.'.•.•.'.'..'.'.'..'.'.'.'.'. .'.'.'.'..'.'.'.'. p"
�D- ............................. . ..................... 00
5'x20' :. : :':':':':':'::"::'::':. ::':':::':':'::':::':':•:':•:':•:•:•:•:•:•:•:•:•: 233' �
HVAC PAD a ..._SIDEWAL....:.:.:.:.:.:.:.....'... ... ..... ':':':"::':':::::'::':':'::'::':' O N
................ aX. st_23'.'.'.'...'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.' ^ / �`�; U
p W Z
Brick Church ^ ••••••••••••••• •••••. ..................••••
I .........`........:.:.:..... 50. 8 I P4 �i
.a. ........... 62' O
S� .................... ..............�. V W
x
��,• ry,1 5202 r m ' :. . +51�k$...'..'.'.'.'.'.'.' .5• •.'.'....".•.'.•.....�5096 ...•.•.•.•.•
Catch Basin .....'n'
'.'.•........ ...... a W Q co
1
N N N ~ ...........r.' $� / � xCq
Concrete „Z9 �`' `. .'r. . ................ ............ :.M.' W 0 U U 00 V)
,6 J .. :w y .�,.... a
0 d. ry
e• O
z 5'x 13' :' :':':::'::': :.:.:.:.:.:.:.:.:.:...._... 0 in
HVAC PAD T:• ..'..'::.."..". :.:..:.:
50.78 81 :' :'::::':':':':':':' O
2 7' c :�' •-ti , !! ..............:.....'.'.'.'.'...........;.........:.......... . .::':.:.:.:.::;:::.... (�
I Catch Basin ... ..... .............
: :::::::::::':':.... :::::::::::: tt�'`•'... .••• ••'•
HVAC Unite a .. ................... ...........
..'... ...'. .. ._..:... f _
Concrete ❑ _ 40.9' �6 `s�y� .! .'..'..'..'.'.'..'..'. ...'..'.....'.'.'...
0 0 �- ............................. ..
c o r: .- Covered c' :.: z....'........:....... +47-0
.. U
❑ ❑ . ! s• • ...... ... ............... I I
74.2' 60.0' S9.8' 1Q +46.9 M 1h
.... ......
00
y• :f: �t d
'.'.'.'.•.•.'.•.•.•.•.'.+. 52........... .. M M
.................. ... ..... ...................
: 1':. :+a9:85:'::':'::':':::
0 0
Single story Brick Church w ;' r •-
4.0' .'.. •.•.•.•.'.•.'.'.'.-.•...'.•.•.•.'.'.'.'.'.'.'
: :.::: : : : W
S, �... ..............
59.9' p
59.5` ••• O : ��................a ..............fi2...........
73.8 C�erpd C�rftw Walk �0 x ro
Coricr yloik ' h Cdncr'ste! IdQwc�c ' to ................
''''':'''':''' ':'
eta 8la • ' _ 0
Partiai�y I d
( �6'x 1 .5' 4s.9 ....::..::::::...... cat�i, e4ex, ........ Corbin... ............................ d
Top •• 49.71' • .: .. .'. . 4.'.' '.•.'.'.'.".'.'.'.'.'.'
BUMP OUT s ...::.:.:.:.:.:.:.:.:. :..... ° inv. 47.55' m .....•.•.•.".•.•.'.'.'.'.'.'.".'.".".•.'.".•.. ,................. .......
'� b .,,0 ' �- M
47.20 :'...'.. h .: ............. ............ �. ►`A'.'.'.'... �Q,.......-•.
:.. 0 50 57 ff 98............ k 48.93 Q r}
3 3 ::::::::::::: : s • `dry E d 49;94 8• CPP Inv. 48 88' 12• CYP n inv. 48 4T � C)
I1 _
+50.5 Curbhy +47.2 Q 0
5?D 4f .tj ....... Cj z
47.12 ........... 1 tn11 5 Y z
tandscaP« .......... ••••klandO°b Concrete k 8• CPP
Fly, --� W
.•.'.'.'.'.'.'.'.'.'. aontxete ...................•.'............. Curbh9... .88.............:. �Q z (n
50.25 `!4$:$1', End Cudri�g 0 z
: LLI
....•:'`mac curb and goiter aD.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.''.'.'.'.'.'.'.'.'....'.'.'.'.'.'..'.".'.'.'.'.'.".'.'Cotdr 8aatri C~� 0
Sri 46.99 >. ... 50.29 T.......................................................................!+1•....................................._..7op 49.44'..... 9.76 z _1
...:�.. s ..Iriv..r..d7.33'............. �•J N M
:.'.'..'.'.'..'.'.'.'.'.'.'. ..'.'.'.'.'.'.' .'.'.'. .'.: :... .... .. .' . ....... .'...... ..
. ..... ..
. ... . ... .. .. .. /�•^�
46.89 :'......... Edge of Pawnw,t 1 V \ , v O 1
Fdye.of.Poveriment.'.'.' ..'.'.'.'.'.'.'.'..'.'.. !
::::: :::::::::::: : :::.'. 49.78 ECEIVE a
46.89 ......'.......'.....'.'.
-:: JUN 0 4 2012
9a37. ..'.'.'.'.'.' 49.89
50.02........
End Curbing ":84••••,•.•••••.•••_ ".'.'.'.•.".•.•.
v..... 435.53' :......:.. 12043
Reber Fd. ... 2�'..... ..-25-'... Calc. Pt.
_ �. �■
S 86'04'41"W
DES. JPN
46.7.3 L45 50.35 50.29 LEGEND CKn• J P N
DRM. EDB
�• �--- PROPERTY LINE DATE 5/23/12
RIGHT OF WAY NM
.: : : :... ��/
SR 1163 old Georgetown Road ASPHALT
11966
d •
` CONCRETE 7�� 5r23r
'S�p IN
OP
HILOP
PAVERS
SCALE : 1 " = 30' C1
0 30 60 90

>M-
41N, CALABASH NOTE
N / F
I USK FRAME AND CRATE MY
VARY IN NONESSENTIAL DIMENSIONS. 7
SITE Odell Williamson z
0
7 X 3'PRECAST COW BASIN
W/KNOCKOUT PANELS -FN x
�tv000<0 ALL 4 SIDES
V) Z
W
0
C�p z
+50.9 +49.8 .8
+47.7 +47.6 +49.7
+47.8 +47.3 15' 46.914 +49.5 OD ry
+51.2 N 86 04'02"E +47.6 60' +47.2 83' 4J.9+ +47.0 +49.7 #4 STEE REBAR(CAIV.OR ASPHALT COATED)
+50.2 +49.9 - W. - TACKWEI_DED AT FO.C.EACH WAY LAD PLAN
CoIc.Pt. +47.0 +46.7 IN TOP OF BASIN
C1 435.60' +49.3 +46.7
+49.4 <
cH RD. 0 C, <
Al
OUTLET STRUCTURE H
C,Ar 12' 5
(SEE DETAIL)
TOP 48.5
1c, 3* ATTACH SCREEN WITH-----._ 0 0
CALV. LAC & WEDGE M
M
69' ANCH <
ry
AREA I
FOREBAY AREA CALV. OR
DETENTION POND 0Z <
-H- V DIA.OUTLET ALUMINUM EXPANDED L_U
METAL SCREEN
FLOOD POOL ELEVATION=48.5' INV.47.00
lla- NORMAL POOL ELEVATION=47.0'
LOCATION MAP BOTTOM ELEVATION = 41.0' 1 V2*I.D. INLET PPE- INLET 47.0
GROUT IN PLACE
_j
INV. 47.00
BOT. 465 I I
1b,ecy Aft7/no M
Topo CO.00 V) ry
JAJO • COMPACTED MGM OR 6'
Edge of Pavement _E le�f SECTION CKW STONE. ELEVATION < ry 0
Toe-- r2o.0 - I z
n n
51.36 "'� 51.29 DETENTION POND OUTLET STRUCTURE
KTI Lij
+51.59 +51.10 FOREBAY AREA NCDOT CLASS B
Edge of P,
FUTURE DEVELOPMENT AREA 10, EROSION CONTROL < <
5 .8 VEGETATED SHELF <
0 6:1 SLOPE STONE TOP OF BANK
(EXISTING) 50.0 Z < <
5.00 Acres _.._I
217764.73 Sq. Ft. 52.20 51,637- T 7 ry < <
By Coordinates FLOOD POOL 48.50 U
----------------------------------------- - ------ -------------- -------
NORMAL POOL 47.0
C
ELEV. 45.33
233' in 0
QD (D
0)
6 M
51.31 51.23 BOTTOM OF Ld
SWALE INTO FOREBAY
0� . 1=11 11
5 4 BOTTOM 41.0 3 (EXISTING) C)n r4')ul- 11 1111 1 CO Z
FOREBAY 00
RIP RAP
BOTTOM = 44.5 (SEE ENERGY DISSIPATOR) 0 0)
52,02 a +51.45 >
z
7-<
t > ii
+50.96 CD
i LLJ
0
0 x
_j
LU
0) a-
U Uj
10)
M co POND SECTION A-A
01 n Wei
0 7N7s-
LO
N F z OLO
51.30
(y) Z
. b .
Odell Williamson 5078 O81 a
1.00
V) N F
+50.63 Odell Williamson U)
HVAC Units LLJ
50.34 50.40
19 3ILIJ
Cirxfats Z
El 40.9'
b
0 Covered Conc. Walk Ccx-ate Sidewalk +47.0
1 1
742' � 60.01 59.61 0 +46.9
1;1 . z
+50.52
-4.0' +49.85
�­dle Story Brick Church
a
4.10, T c
> z
59.9'
59.5' 00 0
73.8' Covered Conc. Walkro
A Covered Conc. We& . Concrete Sidewalk 'a C
ft�? '�? LU a
40.9' _j
50.40
V)
rote,Part,Zwa'k
Covered J, 0
AP
Catch Basin U PROVED
NORTH CAROLINA ENVIRONMENTAL 0
46.9 Top - 49.7T U End Curbing MANAGEMENT COMMISSION
Inv. DIVISION OF WATER QUALITY
lnv� 48,28'
v 47.20 P^P
50t�f­ 1148.93 Date Z+ F'eP)l(iqq
inS 49.94 Inv. 48+96 12' CMP Inv. 48.47'
50.44 4P r +50.5 End Curb 12'CMp 8" CPP .47.2 Stormwater Permit No.
47.12 4
1 50*50 L dscap*d t� S. CIPF Inv. 47Y4'
with c l nd Concrete Curbing pi 9.88
crate 50.25 +49.81 EnA Curbing
curb and gutter
50.50
io 1�50,49 Catch Bow
46.99 50.29 N Asphaft Drive Top 49.44' 9.76
N Inv. 47.35'
50. 0.37
46.89 Edge of Pavement Sq of Pavement 007 1 1 E C E V D
46.89 49.78 DEC 171998 98077
D E M
Asphaft Drive Asphalt Drivt DES, JPN
- 1- 50.37 50.02
End Curbing 46.84 4989 DRWN. KFD
DATE 8/6/98
Reber Fd 435.53' CaIc. Pt.
S 86 04'41"W 617 R/W C4
4673 50.45 50.35 50.219 NOTE: THERE ARE NO KNOWN
WETLANDS IN THIS AREA.
-----------
PlettTaV TC> T)OF
%%
(moo N L I P
L
Bills
SP 1163 Old Georgetown Road SITE PLAN
SCALE: T' - 30' C I

nos
j2 I 1b
OJ' 1705�n
L,JLL• • $haItoflP
Ch. a
1e IJU. l l •-- IIF
n U
Z w
Gru,enown o Y
ir•deu ves � mo�n�,t,oro — —
u JN:ILLU
Seeding mixture 4 a
Species' RMe(lb/acre) Ul ir Y
Pensacola Bahiagrass 50 Q z 3:
b4,; N Q4r Q,�� q-�jG) (p,()E Sericea lespedeza 30 `� o w
—' —' — — Common Bermudagrass 10 U � �' Cr
Gorman millet 10 z ¢ a
17,
Seeding notes
00
3 fa< 1. Where a neat appearance is desired, ornit Sericea.
V Q1
.oP' °r s eF's 2. Use common Borrnuda ri�S aril on isolated sites whore it cannot be
Att Jai ✓ s efde I g Y
come a pest. Bermudagrass may be replaced with 5 lb/acre cen-
S
C
tipedegrass. `v NECK N up ono.rc,
.NECK londin�./J( �..� � — •
`,�/� Seeding dates
viol W 1 _— _.... Apr. 1 -,July 15 toad /
G �
p\�
Soil amendments / QJ
Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre SO,
ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer. //)6
Mulch � V
l Apply 4,000 lb/acre grain straw or equivalent cover of another suitable
�.. I mulch. Anchor by tacking with asphalt, roving, or netting or by crimping
with a much anchoring tool. A disk with blades set nearly straight can be
•o used as a mulch anchoring tool, 6 ruin V
�! �\
1
., <. <:` ::;:;:>:'::>:.....::: :::....:.:.:.:.:.:...` ... Maintenance 2-3'
,t '?'' I Refertilize the following Apr.with 50 lb/acre nitrogen. Repaat as growth re- Coarse aggregate Z
quire
s. May be
mowed only once
n a year. Where neat q Y
a dt ap
pearance
ce is
(� desired, omit sericea and mow as often as needed.
cc
Refer to Appendix 8.02for botanical names.
l
g G
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V h—
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.. 0
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T � �IG�
V
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t..:::: ::::::: ::::
�:-:: ...
pSICMAN ; DIN -ItiUL o u
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b
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A ) NARRATIVE: THE PROJECT SITE IS WOODED AND CONTAINS 5 . 0 =
ACRES OF SANDY SOIL WITH GRADES RANGING FROM 0. 1% TO Z Q (n
2%. 1 . 7 ACRES OF THE SITE TO BE GRADI-1) TO ALLOW Q
CONSTRUCT O
ION OF A CHURCH BUILDING ANU PAVED PF1 ' m
PARKING. M
1 Q THE
A _ E RUNOFF FROM THE SITE IS ESTIMATED USING THE: Q
--
o �
I
Q
QRATIONAL METHOD, 10 YEAR DESIGN STORM AND RAINF ALL DATA O FOR THE SHALLOTTE AREA. CONSTRUCTION ] S SCHEDULED TO
BEGIN AS SOON AS ALL PERMITS AND APPROVALS ARE 1-A.-
OBTAINED.
JQV
a
V u� + B) PRE-CONSTRUCTION RUNOFF: THE RUNOFF FROM THE SITE
<> _>::`:`::`:: BEFORE DISTURBANCE IS FOUND USING A COEFFICIENT OF
...........
..
�, - —
. RUNOFF "C" OF 0. 25 , A RAINFALL INTENSIFY "I" OF 6 —
C1IGPLAN r INCHES
tp 13 T PER HOUR ON AN AREA OF 5 . 0 ACRES. Q OD
aD d'
R In CV OD
r Q re = CIA = 0 . 25 X N
� r P ( 6 0 X 5 .0)
X
a
7 . 5 CF S
O
U
r
0 C PO
ST S T
CON ST
RU C TION
RUNOFF:FF. THE AFTER CON
STRUCTION IS fO�l
W
FOUND A COMPOSITE Z C FACTOR
OR F O 822
�
DETE
RMINED ED SECTION A-A AS FOLLOWS:
a:
t-
F I L T E R FBI C
r�I�W 1 14% OF SITE IMPERVIOUS x 0. 95 = 0 . 13 Q
a DVKI0 GHUKCH ftILPI ; • 86% OF SITE GRASSED OR DISTURBED X 0. 25 =
A..°...2.2.
Z — '`..`...`.. ... ENERGY DI 0. 35 c=n
1 '•� . , p Qpost = CIA = (0. 35 X 6. 0 X 5 .0 = 10 . 5 CFS,)
{ NO SCALE
1
Q
U
D
EROSION CON
TROL NTROL MEASURES:
E SURES: TE
MPORARY ME
ASURES UR S ES TO INSURE Z
U E
EROSION CONTROL INCLUDE A TEMPORARY GRAVELED
—� CONSTRUCTION ENTRANCE. P �' o
PERMANENT MEASURES
IN
CLUDE
DE A PE
RMANENT T< S AN D OF GRAS
S ON DI TU S RBE C AREA S
cc
1
N I A D EN
ERGY
� DI XL N DISSIPATERS
T E S AT PIPE
E I INVERTS.
W
� DITGN
D
I
E STO RMW T
Li
' ► .• A E R MANAGEMENT:
THE R )E RUNOFF FROM THE
SITE
DUE TO
DEVELOPMENT WILL INCREASE BY 3.0 CFS. THE IMPACT OF z
--�'-� THIS INCREASE IN RUNOFF WILL BE MINIMIZED BY ROUTING
--�►' ` —*' `: . RUNOFF THROUGH UNDEVELOPED WOODED AREAS BEFORE IT
z
LEAVES THE SITE. G
� W
F)Ilk- EROSION CONTROL NOTES: o
• '' -D
O
m
1 ) NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE z E
OF 1 VERTICAL TO 3 HORIZONTAL.
1= 2 ) ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS _..l
OF DISTURBANCE IN ACCORDANCE WITH THE SCHEDULE ON
Ekl-i(IWGI THIS PLAN.
C—ui2t31 f.1 W
z W
• I71�h I PA-f01Z o
3) ALL EROSION SHALL BE CONTROLLED INCLUDING O
—�r• �'� SIDESLOPES BEFORE THE PROJECT IS COMPLETED. d U a
I • ` •` �XT�Nb �I�� 4) MORE STRINGENT MEASURES SHALL BE USED TO HALT
i / UNn�{Z I7(ZIY� EROSION IF THOSE SHOWN ON' THIS PLAN ARE NOT
EFFECTIVE.
jjj�
5) NO SILT SHALL BE ALLOWED TO LEAVE THE PROJECT SITE.
IIIIIII IIIIIII
F
�� �- � "° ta--• ' f � s` z°`� G) CONSTRUCTION SEQUENCE
�JEIcC y DI�I�AJi �P) �''"' 1 . INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
II III
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE.
2eZC 0 02 t. :K-;,.&0 2 . MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE.
OF 1
REMOVE ACCUMULATED SILT AS NEEDED TO KEEP THEM {
FUNCTIONING PROPERLY. I
(ExI�YIti1C�) _
3. REMOVE TEMPORARY MEASURES UPON COMPLETION OF Gil � �o�►
PROJECT. ALL PERMANENT MEASURES WILL BE WELL
LEG EN D �--� I�t1LA�JA�EI �+� I I�3 /nl Ip/t I ESTABLISHED BEFORE PROJECT CLOSE-OUT. DES YFiQ
H) NOTES: o+,wra K�p
ff II NEW Krl N rOKCEP GONCOTE�
4IeMD12AIN W/ F1.15,I�EP ENL� 1 . THIS PLAN IS FOR IMPLEMENTATION �
���� MINIMUM.WWr-1KM 51zE MEASURES ONLY. ION OF EROSION CONTROL DATE �0 3
P PI
t D PIPS 1�,1 fTN NGG0T ,
CARO
D'.
FIK�.
1 i 19 I s5
IJ
.« ». ��(�j IIJ� PITCH ;✓�� �•FNCIN� R' ,ra
" t
LA Q Q U L ATE PRINTED -,,, gyp•.......•
a — ITE
N
POW
J N 2 11 1994 JUN 2 1994
c D E M
_111zoi # v C5 I
U
C• 1

- - - - 3756
Q O
Post-It"brand fax transmittal memo 7671 #of pages ► I
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CO. Co. o S o o
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Dept. Phone# C` o
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Fax# 34 ." �t C1� `� Fax# 55 3755
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• � • � �� _� Q o 330 000 FEET
- EVE --
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25
CCvoxF INTRACOASTAL - -
G • ,C _ _ -�
15• �:' Boat Rsmp- - 3751
-330 52' 30"
30'
-• LEVEE
- 730000 78
ng
727/ 32' 30" 728 z 750 000 FEET (S.C.) • INTERIOR—GEOLOGICAL SURVEY, RESTON, VIRGINIA—teat
ROAD CLASSIFICATION
Light-duty road,hard or
Primary highway, � w
2 hard surface....... improved surface --
2000 Secondary highway,
Unimproved road... ----------
hard surface....... - -
9000 10 �J U. S. Route State Route
� Interstate Route
CALABASH, N.C.-S-C-
QUADRANGLE LOCATION 33078-HS:M-024
19"
�EQUEST DMA 5251 1 NE SERIES V842