SW7070335_APPROVED PLANS_20070530

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW `/L7v33S
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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EIL `yATi 111S 1L.. T \ \IVl
LECEND
o NEW IRON PIPE, CONTROL
• FOUND IRON PIPE, CONTROL
POINT, CONTROL
o PO'°IVER POLE
Tx-1 POWER POLE WITH TRANSFORMER
u POWER LINE
= SPOT El alATION
STORM SEWER
GATE
CONCRETE
Is PHONE PEDESTAL
\r. O ['1`I I.. R ETE R C H i— O F — r AY
KIONU,MENT, CONTROL
RCP REINFORCED CONCRETE PIPE
EXISTING ASPHALT
PROPOSED ASPHALT
4" X 4" PARKING POST
LIGHT POLE
y WATER METER
3" PVC CUTOFF SWITCH
® 4" X 4" ABS ALARM SYSTEM POST
® POP OFF VALVE
e SEWAACE CLEAN OUT
o- �r SILT FENCE
FENCE
- - - - - RUN
DIRECTION OF SURFACE WATER FLO'vY
DRAINAGE BASIN
NOTE:
SLTcPLUS SOIL (NIX REQ!'.RED OR USABLE) ON TM.
SITE Vti La EE SOLD iO CG'i RA`,.'r{,P.S FOR OFF SITE
USE T'lik' PL'RCiLASr.R IS RESPONS—BLE FOR
CO'+.PLIAINCE %TITi TKE APF Or P.iA 1 E EROSION A.%D
SFDrY .Y-TATION COX-ROL RUES.
11,11�Cv �
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Date T �/ - zo b7
Stomwater Permit No s:/ 07a �j
44111 ut�
RE-FEREIl4CE:
D.B. 990, P. 395
D.B. 906, P. 593
PLAT CAB. F. SLIDE 64-9
TER AND EROSION ;7jZt-1v1r11,�
■ i�i.s�i a ir%
SHEET 1 CF 2 JUN 00- 2007
R5Ytq-ED 6/4/1,7 - �Sl Z,A"E µj-.CR-�1: „--
WEI
- .." 'ERTY OF:
5 11%1. > ,:'.� �i .��E' - 'o� x t >� � � �, SECOND BAPTIST CHURCH
aN-',�C�RT COUNTY
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f..:s
12' SQUARE CATCH BASIN
PRSIRUCT (ID)-
j
STAY-RTY.T TAW
PII BOK 5fo59
RALEILAK NC 276�8
PFGE (%9) 676-W-ZO
i
VENAL KM fats..,.. a Tntr
P WA.
Y
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of OA'�
12' SQUARE CATCH BASIN
STAY-P':sT T41K
PIcIc (%9) 816-Wo
PERMANENT GR❑UND COVER
FROM APRIL UNTIL AUGUST:
10 LBS/ACRE HULLED CGM!?UN EER>UDA
50 LBS/ACRE PENSACOLA BAH -TA GRASS
500 LBS/ACRE 10-10-10 FERTILIZER
2 TONS/ACRE LIME
FROM SEPTEMBER THRU MAY:
60 LBS/ACRE KY 31 FESCUE
10 LBS/ACRE UNHULLED CGMtjDN BERMUDA
2 TUN'S/ACRE LIME
500 LBS/ACRE 13-10-10 FERTILIZER
STRAW MULCH: 2 TO'NS/ACRE
USE ASPHALT OR EQUIVALENT TAC.
PLANT WITHIN 21 CALENDAR DAYS OF
COMPLETTC.'4 ❑F ANY PHASE OF G2ADPJG
AND A PERMANENT GRCUtiD COVER VTLI
THIN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICH
EVER IS SHORTER) FGLLCWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
VARIES -
3
TYPICAL SWALE
NOT TO SCALE
GE FABRIC
12' RIP RAP
13.3'—
INLET INT❑ POND
NOT TO SCALE
188'
143--
\ R ISER
POND INLET I33
rT
G'=F,ICE-
4r•.TE+ 0-FAN F-=^ RT_--i
PERWAT$NT i,S 4G F-;i `:rA tNl.
35
1 ATE, P'..P RE6_ -£D TJ
T BRAN Pas
3 FORE B'+Y 3
I
34 25 � i+-7.5' +ttE
157' I
CR❑SS SECTIU!
, T To R'ALE
Tap�R
Fw K
RED RI
1 3/4' ORIFICE
-TL4'
STORM WATER POND
OVERFLOW
CROSS SECTIL:i
43T TO SCALE
EXTENSION OF FASPIC AND WIRE , ,7
INr3 THE TRENCH. � 9
FILTER F:.?;IIC —
it 1
I ;
I
L\ J
-+4'
SILT FENCE
(NOT TO SCALE)
r
—14.3'
FLffr—�
4" PVC P!r'E
TH'S ST'B UP
FGP-r_r'1 CAN
FE cr;iT
UP E +LN 1.I 1 H
TF?"sH FArK
AFJ ATTA-�ED
FER STAB '�ITY
IF,' „ECE SS RY.
4' S,C, GUT PLUG
4' STUB UP I
4' PVC TEE' 4' SCHED= :_E 40 PVC
4' STUB DG.:N�-�I l�.FE� 11 1 E.
-'ILA, i P UL
4' GLUED . & W IT. H 1 3/4' ETET , .I� UF GKFICE llb„
BFLI M: FErr.v �_T F L ELLvA L4' ST,_B P: t
ALL JETNTS GLUED E).CEPT SCREWO:T PLUG
Cr •F ! r CETAII
V� _
.,C. To cf:.j E
W IRE
14.3' -
ily
r
70'
B—B'
C7I❑SS SECTION
NCT TO SCALE
14-T
- LL6'
i
WETLAND SHELF PLANTING SCHEDULE
PLANT BETWEEN LATE MARCH AND EARLY JUNE
OR DURING SEPTEMBER AND OCTOBER.
TRANSFER SOFT STEM BULLRUSH (SCRIPUS VALIDUS)
AND/GR COMMON RUSH (JUNCUS EFFUSUS). USE A
12 INCH PATTERN ON THE WETLAND SHELF.
aSh
C() NS TFA L'C7170N EiN7R.4 N-C'E
NOT TO SCALE
tu` i ExISTI'ju D`?IVE`»AYS ARE PAVED
i
- v6r� C''ViD SU; ACE
SLOPE WI - 4' s.-s - - 4' -r /� - I ♦ 4'—_ a.-aF 4 -- r t-SL'JPE
C4 -
4
3
PRC-?9SED GRASS WtEO Pn^-,F!�SED FR%YA-fE C--'.E PROPOSED GRASS USED
SHALE ALOwG ROA:^AAY SCALE ALONG RCMDWAY
CF_-OSS SECTION P3A' -;AY S"A.LES
TY.--ICAL
MM?T +3 SCAa
2' TAcvsaLT
B' ABIC C009PALT.ED T
PAVEMENT CROSS SECTI❑N
NCT TO SCALE
ALL PAVEMENT TO N.C. D.U.T. STAND%-=DS
AREA MAP _
MUSCAIE
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STORM "�ATERt� Y �s�a -I? SIQc PE MIT
s�Jt E�
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PR E R T Y OF:
SECOND BAPTIST CHURCH
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8 wAS-,r:3 TI_+.v;H a EEA,;FOST CC;.NTr
M
cTH CAROLINA
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264. "iw. M.C. �r4__9
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ALL BUFFER YARDS PRESENTLY MEET
OR EXCEED THE PLANNING STANDARDS
ELEVATION DATUM: 1929
BENCHMARK IS FLOOR OF CHURCH, WEST END 15.8 FEET
TBM IS NAIL IN POWER POLE ON THE SOUTHEAST CORNER OF THE LOT
NAIL IS F ABOVE GROUND
ELEVATION IS 16.56'
TYPICAL PARKING SPACE: IO' X 20'
133 PARKING SPACES
5 HANDICAP SPACES
138 TOTAL
SANCTUARY SEATS 546 PEOPLE, 137 PARKING SPACES REQUIRED
40 0 40 80 120
GRAPHIC SCALE - FEET
FARMS' LLC
BReLE'�' p. 655
0.8 1299 , 5�52
\A 16 "\ tJ '"lb,L 11 THIS PROJECT MEETS THE REQUIREMENTS
MINE BRANC
• 061 OF THE CTIY OF WASHINGTON TAR-PAMLICO
O N 59 N (231 A STORM WA IER ORDINANCE_
S 85'45 J J .O
I R. i 9�
-1'' - 91.95�
THERE ARE NO WETLANDS INSIDE THE AREA TO BF, DISTURBED.
- 5 1 3 � /� `� 9� HOOD L. RR HARDSON, PE LEGEND
Lor+ 25.69' ���`�i / pEa ors
110.
� ,p} �,N / E x v JOEY A. AND
MELIND
�.C�' ��� 6g�5 0 // 3� Z _ . 7 � D-B. 1202, P.D7 ZOOLARD
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CATCH BASIN�
4.9f/
�RICK 0.
STEVENS
NEW IRON PIPE, CONTROL
FOUND IRON PIPE, CONTROL
POINT, CONTROL
a POWER POLE
Tx(o POWER POLE WITH TRANSFORMER
POWER LINE
SPOT ELEVATION
STORM SEWER
GATE
CONCRETE
® PHONE PEDESTAL
CONCRETE RIGHT-OF-WAY
■ MONUMENT, CONTROL
RCP REINFORCED CONCRETE PIPE
EXISTING ASPHALT
PROPOSED ASPHALT
• 4" X 4" PARKING POST
4 LIGHT POLE
k WATER METER
3" PVC CUTOFF SWITCH
4" X 4" ABS ALARM SYSTEM POST
® POP OFF VALVE
is SEWAGE CLEAN OUT
SILT FENCE
FENCE
- - - RUN
DIRECTION OF SURFACE WATER FLOW
DRAINAGE BASIN
NOTE:
SGRPLUS SOIL (NOT REQUIRED OR USABLE) ON THIS
SIDE WILL BE SOLD TO CONTRACTORS FOR OFT' SITE
USE. THE PURCHASER IS RESPONSIBLE FOR
COMPLIANCE WITH THE APPROPRIATE EROSION AND
SEDIMENTA'PION CONTROL RULES.
REFERENCE:
. A ��� , A �_ �� ,� ,' D-B- 1264, P. 114 D.B. 990, P. 395
r } o
CATCH BASIN �V' �� • `` / eD.B. 906, P. 598
„. 4� Pt��� PLAT CAB. F, SLIDE 64-9
Ile-
C)CY
Po vt51
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SIT`( OF 'w TON STORM WATER gRULES
t. \ �-. fr��.�
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kEi`LD 5/26f07 — CAICHMENi 4 ,%vN Q j 2007
DROP-\11�1�� q1 vl,Ec 5/16/07 - couuENTs 5/7/07
INLET REVISED 4/2/07 — C,Tr MORUWATER
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CATCH BASIN �} . Aa �ti os' �� g'l AftLA w�
... - PROPERTY OF:
0 1,.��. PS�VWZ7SECOND BAPTIST CHURCH
O � 1 WASHINGTON TOWNSHIP BEAUFORT COUNTY
k, �zsii SITENORTH CAROLINA
F� a �,... P� - '�` �' CALLS 1 = 40' SURVEY DATE: OCTOBER 20, 1999
pow
-10
7p b SOI ENGINEERS -GEOLOGISTS BY AOOD �A PLANNERS3
kn 1y�,y I10 WEST 2Ne STREET
c < v�'�� 2� WASHINGTON, N.C. 27889
P/'ON6 ;252) 975-3472
GAM 11%9 06 S TERRY Qi-01-970.-F

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PAGE 779
1532, P -5 T�1�E,�oE o� lP
D•B SLIDE 69 tRE� �� � s.`_°. O O�
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CATCH BASIN , .o
ALL BUFFER YARDS PRESENTLY MEET �4g' i;
\ - � RICK 0. STEVENS
OR EXCEED THE PLANNING STANDARDS
D.B. 1264
rV
ELEVATION DATUM: 1929
BENCHMARK IS FLOOR OF CHURCH, WEST END 15.8 FEET
TBM IS NAIL IN POWER POLE ON THE SOUTHEAST CORNER OF THE LO I
NAIL IS I' ABOVE GROUND
ELEVATION IS 16.56'
TYPICAL PARKING SPACE: 10' X 20'
T33-PARKING SPACES
5 HANDICAP SPACES
138 TOTAL
SANCTUARY SEATS 546 PEOPLE, 137 PARKING SPACES REQUIRED
40 0 40 _ 80 120
GRAPHIC SCALE - FEET
CAT BASIN \" PiP11
'( �J �G
9-
DROP �..> N.
INLET
/CATCH BASIN
(30 .
N
L-2522
v`A �tnv
M. VA.J
THERE ARE NO WETLANDS INSIDE TI4E AREA TO BE DISTURBED.
LEGEND
NEW IRON PIPE, CONTROL
• FOUND IRON PIPE, CONTROL
1-1 POINT, CONTROL
CO POWER POLE
POWER LINE
SPOT ELEVATION
STORM SEWER
GATE
CONCRETE
IN PHONE PEDESTAL
CONCRETE RIGHT-OF-WAY
MONUMENT, CONTROL
RCP REINFORCED CONCRETE PIPE
EXISTING ASPHALT
0 PROPOSED ASPHALT
4" X 4" PARKING POST
4 LIGHT POLE
WATER METER
3" PVC CUTOFF SWITCH
4" X 4" ABS ALARM SYSTEM POST
® POP OFF VALVE
® SEWAGE CLEAN OUT
SILT FENCE
FENCE
-------- RUN
�--� DIRECTION OF SURFACE WATER FLOW
DRAINAGE BASIN
NOTE:
SURPLUS SOIL (NOT REQUIRED OR USABLE) ON THIS
SITE WILL, BE SOL D FO CONTRACTORS FOR OFF SITE
USE "FHE PURCHASER IS RESPONSIBLE FOR
COMPLIANCE WITH THE APPROPRIATE EROSION AND
SEDIMENTATION CONTROL RULES.
REFERENCE:
D.B. 990, P. 395
B. 906, P. 598
T CAB. F, SLIDE 64-9 3-
i e „ ..,• 1
•U fir) a _ r
N
mD
WA : 1�t---tROSION PERM 3 J r
•.J, RICN
SHEET 1 OF 2
Qam
0,
PROPERTY 0
SECOND BAPTIST
WASHINGTON TOWNSHIP BE
l
NORTH CAROUN
n
,SCALE: I' = 40'SURV[v DATE: 0
T
4URYf Y, fAY_ .0 Jil Rif HARD',(
S
ENf,INEFRS GF'q,)GISTS PLAN
ER
110 WFS7 INU STREET
WASHINGTON, N,7889
PHONE. ,!S2) d7', OL/Z
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s
T—
D' D3U
KIJonDalrs
REINFORCING-
WELDED V1RE
4. CONCRETE RED -ORCIW,
4000 PSI AT VELDED VDJE
3. CO(Ft TE,
4000 PSI AT
FABRIC
28 DAYS FABRIC
28 DA•I
18' SQUARE CATCH BASIN
PRODUCT (ION 18IN-SO
STAY -RIGHT TAW
PA. BOX 59659
RALEIGH, NC 27658
PHONE [phone]M
12' SQUARE CATCH BASIN
PRODUCT (IDX 121N-SO
STAY -RIGHT TAM(
PIl BOX 58659
RALEIGH, NC 27658
PHONE [phone]
PERMANENT GROUND COVER
FROM APRIL UNTIL AUGUST:
10 LBS/ACRE HULLED COMMON BERMUDA
50 LBS/ACRE PENSACOLA BAHIA GRASS
500 LBS/ACRE 10-10-10 FERTILIZER
2 TONS/ACRE LIME
FROM SEPTEMBER THRU MAY:
60 LBS/ACRE KY 31 FESCUE
10 LBS/ACRE UNHULLED COMMON BERMUDA
2 TONS/ACRE LIME
500 LBS/ACRE 10-10-10 FERTILIZER
STRAW MULCH 2 TONS/ACRE
USE ASPHALT OR EQUIVALENT TAC.
PLANT WITHIN 21 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING
AND A PERMANENT GROUND COVER WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICH
EVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
- - VARIES - ►
3
TYPICAL SWALE
NOT TO SCALE
12' RIP RAP
l 1
5
13.3' — —
GRASS
Z�GEO FABRIC
INLET INT❑ POND
NOT TO ',(,ALI
14.3 — -- --
PLIND INLET 13.3 --
11.6'
5 10 -+{
RISER 1-14,3'
Ii
[' TRE.ATMFNT POOL -' 3 FLDV—►
—-�t0t❑RIFICE a —Pv F PIPF�
NOTE CL E AN POND 01 .IRE
— 10.6 PE RMANFNI USING FOR IREAIM[l, - 1
TIME 3.5'
�1 NOTE PUMP REUL I!+LU :l
1 ORE BAt ,; DRAIN PLIND - I
8.1, _
-- 157'
A -A'
CROSS SECTI❑N
NOT IU SCALE
�ta 24'
TRASH
RACK — -- —
REQUIRE95.7'
D
13/4' ORIFICE
STORM WATER POND
OVERFLOW
CROSS SECTI❑N
NOT TO SCALE
POST
EXTENSION OF FABRIC AND
INTO THE TRENCH.
FILTER FABI
V
SILT FENCE
(NOT TO SCALE)
THIS STUB UP
PORTION CAN
BE BROUGHT
UP EVEN WITH
TRASH RACK
AND ATTACHED
FOR STABILITY
IF NECESSARY.
E-TRASH RACK
- — 13.5'
4' SCREW OUT PLUG F OVERFLOW
VERTICAL
4' STUB UP— STAND PIPE
4' PVC TEE— 4'_SCHEDULE 40 PVC
4' STUB DOWN
- "Ilk< PERMINENT POOL 11.6'
4' GLUED CAP WITH 1 3/4' HOLE BOTTOM OF ORFICE 11.6"
DRILLED ABOUT 16' BELOW
PERMINENT POOL ELEVATION 14' STUB OUT
ALL JOINTS GLUED EXCEPT SCREWOUT PLUG
ORIFICE DETAIL
NOT TO SCALE
[RE
5' -10' ---+
14.3' --
13.3' —
WE T, AND
S HEI E
V
TR1 AfHENT
POPE
L
OFF*
B-B'
BOSS SECTI❑N
C
14.3'
-- 11.6'
WETLAND SHELF PLANTING SCHEDULE
PLANT BETWEEN LATE MARCH AND EARLY JUNE
OR DURING SEPTEMBER AND OCTOBER,
TRANSFER SOFT STEM BULLRUSH (SCRIPUS VALIDUS)
AND/OR COMMON RUSH (JUNCUS EFFUSUS). USE A
12 INCH PATTERN ON THE WETLAND SHELF,
CONSTR (ICTION ENTRANCE
NOT TO SCALE
BUIH EXISTING DRIVEWAYS ARE PAVED
w �
3C _. - ►
! IMPROVED SURFACE
i
SLOPE ►. 4' .}. 4' ► 1-
4 —
1 !1
4 4 4
r
3
0
0
w
PROPOSED GRASS LINED PROPOSED PRIVATE DRIVE
SWALE ALONG ROADWAY
2'� T
8' ABC COMPACTED
CROSS SECTION ROADWAY SWALES
TYPICAL
NOT TO SCA.E
PAVEMENT CROSS SECTI❑N AREA ND SCALEP -1-
NOT TO SCALE
ALL PAVEMENT TO N.C. D.O.T. STANDARDS
�A. srm
MI
.40 a ►w 4 ► SLOPE
4 ► 4
PROPOSED GRASS LINED
SWAIE ALONG ROADWAY
.I•r+•.'IFi. '
/ -.Aft <I f.', ..' q�' .. •.O�
.. b10
ap. St, 7�. • � ��l!
STORM WA, I s 1� ` % 1gPk:_. 'ERMIT
T,. ,-.
PROPERTY OF:
` SECOND BAPTIST CHURCH
WASHINGTON TOWNSHIP BEAUFORT COUNTY
NORTH CAROLINA
HOOD RICHARDSON, P.A.
V ; ENGINEERS -GEOLOGISTS -PLANNERS
264 110 WEST 2ND STREET
WASHINGTON. N.C. 27889
PHONE: [phone]
GAM 93-01-279-A

01
0
n
a
a
gRILE 129 R>✓1S, 655
g, P-
RDN MINE BRANCHS 4s'S9"w
1 ,1.95'
o�, y
(23� A y
P. 772
779
Iclllt
Q
77•?2 � /� �so F
FLOW E,
'
15
' 'A:' ��G � R }Zo / / , \ \ \P JOEY A. AND MELINpq
�9 69' � l / /. 0 X�l D.B. 120 WOpLARD
sv
9
PO 0 • � GP9 / G (22
�1PN 1
� �r wPJn R
LLC. , LiX \,4
�
PAGE WELCH, � `� /,o
p•g. 1532, P'
SLIDE 69-5 � 'PoG, 4
B. �o ���,�-
.<
PLAT CA .. o •B 'I'iF.
y
pj V 'r 14.8'
C)' FORE BAY,9 c�v
THERE ARE NO WETLANDS INSIDE THE AREA TO BE DISTURBED.Lol
a `Lp ON S11L
L1VAN
%� �.�� y �v • WARD MAC�RD SULLiVAN
6 �/. - <.`" 7¢_3\ gyp. ,�,, •t �� ��� ju�Y `NOO P ro43
�1°� �sG�� a �� 1440,
.
pC� ij.
S ?ri' r �. G.. ✓ 9 16
%' �'v r �o� do's EX�ST�NG SFr d
c %n ti/
ti� Fo� �o\ ® EXISTING
o� A �a� <<"' c ,r„ SHELTER
0v
G Y O+, o
A; —1 P ` 4` Fyn �
\ o. 0J
10.
�p >s
DROPS _ c
y 8 i i,�; vT>� INLET Q
\ /6-
CATCH BASIN �t'i\\- � � ,'�,:
-\LL 131 FFLR WARDS PRESENTLY MFET RICK O-
\ r +r STEVENS
D PLANNING STANDARDS B OR EXCEETHE PLANNINSTANDARD. rc� ' ` D. 1264, P. t 1 4
Z \ > \
�' /
0m
ELEVATION DATUM: 1929 CATCH BASIN
BENCHMARK IS FLOOR OF ('HtJR(_'H. WEST END 15.8FEET
TBN1 IS NAIL, IN POWER POLE ON THE SOt1THEAS`I' CORNER OF T'HE LO'C.
ti.-\IL IS 1 ABOVEGROUND 6\
ELEVATION IS 16.56' < 90
DROP
?[)' INLET
Ti'PICAL P,-vRKING SPACE: 1O' X
CATCH BASIN ✓� / � J ('/ 0�
P-\RKINt[ SPACES J
of
HANEACAP SPACES
I ,S TOTAL
SANCTt'ARY SLAT-S 540 PEOP[+_ 1 ,7 PARKIN(I SPACES REQUIRED
40 80 120
1P.dpHIC SCALE - FEET--
L'
srrE �
w IO
LEGEND
NEW IRON PIPE, CONTROL
• FOUND IRON PIPE, CONTROL
POINT, CONTROL
a POWER POLE
POWER LINE
SPOT ELEVATION
STORM SEWER
GATE
CONCRETE
® PHONE PEDESTAL
� CONCRETE RIGHT-OF-WAY
MONUMENT, CONTROL
RCP REINFORCED CONCRETE PIPE
EXISTING ASPHALT
� PROPOSED ASPHALT
• 4" X 4" PARKING POST
#E LIGHT POLE
w WATER METER
® 3" PVC CUTOFF SWITCH
4" X 4" ABS ALARM SYSTEM POST
® POP OFF VALVE
® SEWAGE CLEAN OUT
SILT FENCE
FENCE
-
-- - - - - -- RUN
�.--� DIRECTION OF SURFACE WATER FLOW
— DRAINAGE BASIN
No'rF:
SURPLUS SOIL (NOT REQUIRED OR USABLE) ON THIS
SITE WILL BE SOLD'I'O CONTRACTORS FOR OFF SI'T<:
USE. THE PURCHASER IS RESPONSIBLE FOR
COMPLIANCE WITH THE APPROPRIATE EROSION AND
Si'.DIME:NTATION CONTROL RULES.
REFERENCE:
D.B. 990, P. 395
D.B. 906, P. 598
PLAT CAB. F, SLIDE 64-9
gRILE 129 R>✓1S, 655
g, P-
RDN MINE BRANCHS 4s'S9"w
1 ,1.95'
o�, y
(23� A y
P. 772
779
Iclllt
Q
77•?2 � /� �so F
FLOW E,
'
15
' 'A:' ��G � R }Zo / / , \ \ \P JOEY A. AND MELINpq
�9 69' � l / /. 0 X�l D.B. 120 WOpLARD
sv
9
PO 0 • � GP9 / G (22
�1PN 1
� �r wPJn R
LLC. , LiX \,4
�
PAGE WELCH, � `� /,o
p•g. 1532, P'
SLIDE 69-5 � 'PoG, 4
B. �o ���,�-
.<
PLAT CA .. o •B 'I'iF.
y
pj V 'r 14.8'
C)' FORE BAY,9 c�v
THERE ARE NO WETLANDS INSIDE THE AREA TO BE DISTURBED.Lol
a `Lp ON S11L
L1VAN
%� �.�� y �v • WARD MAC�RD SULLiVAN
6 �/. - <.`" 7¢_3\ gyp. ,�,, •t �� ��� ju�Y `NOO P ro43
�1°� �sG�� a �� 1440,
.
pC� ij.
S ?ri' r �. G.. ✓ 9 16
%' �'v r �o� do's EX�ST�NG SFr d
c %n ti/
ti� Fo� �o\ ® EXISTING
o� A �a� <<"' c ,r„ SHELTER
0v
G Y O+, o
A; —1 P ` 4` Fyn �
\ o. 0J
10.
�p >s
DROPS _ c
y 8 i i,�; vT>� INLET Q
\ /6-
CATCH BASIN �t'i\\- � � ,'�,:
-\LL 131 FFLR WARDS PRESENTLY MFET RICK O-
\ r +r STEVENS
D PLANNING STANDARDS B OR EXCEETHE PLANNINSTANDARD. rc� ' ` D. 1264, P. t 1 4
Z \ > \
�' /
0m
ELEVATION DATUM: 1929 CATCH BASIN
BENCHMARK IS FLOOR OF ('HtJR(_'H. WEST END 15.8FEET
TBN1 IS NAIL, IN POWER POLE ON THE SOt1THEAS`I' CORNER OF T'HE LO'C.
ti.-\IL IS 1 ABOVEGROUND 6\
ELEVATION IS 16.56' < 90
DROP
?[)' INLET
Ti'PICAL P,-vRKING SPACE: 1O' X
CATCH BASIN ✓� / � J ('/ 0�
P-\RKINt[ SPACES J
of
HANEACAP SPACES
I ,S TOTAL
SANCTt'ARY SLAT-S 540 PEOP[+_ 1 ,7 PARKIN(I SPACES REQUIRED
40 80 120
1P.dpHIC SCALE - FEET--
L'
srrE �
w IO
LEGEND
NEW IRON PIPE, CONTROL
• FOUND IRON PIPE, CONTROL
POINT, CONTROL
a POWER POLE
POWER LINE
SPOT ELEVATION
STORM SEWER
GATE
CONCRETE
® PHONE PEDESTAL
� CONCRETE RIGHT-OF-WAY
MONUMENT, CONTROL
RCP REINFORCED CONCRETE PIPE
EXISTING ASPHALT
� PROPOSED ASPHALT
• 4" X 4" PARKING POST
#E LIGHT POLE
w WATER METER
® 3" PVC CUTOFF SWITCH
4" X 4" ABS ALARM SYSTEM POST
® POP OFF VALVE
® SEWAGE CLEAN OUT
SILT FENCE
FENCE
-
-- - - - - -- RUN
�.--� DIRECTION OF SURFACE WATER FLOW
— DRAINAGE BASIN
No'rF:
SURPLUS SOIL (NOT REQUIRED OR USABLE) ON THIS
SITE WILL BE SOLD'I'O CONTRACTORS FOR OFF SI'T<:
USE. THE PURCHASER IS RESPONSIBLE FOR
COMPLIANCE WITH THE APPROPRIATE EROSION AND
Si'.DIME:NTATION CONTROL RULES.
REFERENCE:
D.B. 990, P. 395
D.B. 906, P. 598
PLAT CAB. F, SLIDE 64-9
=�j����,•�;ND
EROSION PERMIT
0SHEET
1 OF 2
2 9
tylM�(A�R [20017
R��Ff'celV
'IOU
SECOND BAPTIST CHURCH
6a°,NING'ON TOWNSHIP BEe!�FORi CCUNiY
NORTH CAROL i>yA
.�. hL, k: 4U' SURVEY DATE: OC TOBER 20, 199
SUR F f F3T 'if T RY h1AHJSp N. F.A.
0
2yI.
fnf iNf cRS ',F UI J( `ITS hI ANNEFi
10 W-,1 ZNU SikEfi
-
v.nsrnNsuv N . naei
Fr=oHt stir, arti—said
/�
D.

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FROM A PleyllY 8'(' {
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15,4`DEI 9.P-
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C- F,�R PAvED D�'VES f pAR4UNLT-- ------
10, 1 12 S.F•
T'3TAL /AREA G'5tUatW _
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