SW7070135_APPROVED PLANS_20091031

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

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LIMIT OF DISTURBANCE.
-) X` LIMIT OF DISTURBANCE?�l, - - - - - -- - - - - - - - - - - -- - - - - - - - 96
N
_. ---+D6"6
- 98.
o - --❑--- -- - tr- -� c}- - rr - o-- --- o- -Z=�- r ❑ .. �r - rt I ❑ o--- ❑ ❑ c�-- r---cr - cr - ❑ - 9c
- - - - - ---------------- �s 113M#2 +
gp,SIN © �7.a' FILL ' 9k4DRAINAGE BASIN B �/
9 8' AG� k MI 97.8' J J y8 0 /. / / 97.9'k �o � 6F1.�•
k p k
f/
- - - - -
,,f-- SWALE
Iz+-•- - - - - - i SWALE 8.A' - $
x
I _ - SW A►�_ - p v,
T � AGE BASIN TO TREATMENT POND - �
n �.--TEMPORARY DRAIN --�.�� - - - _ - _ 9s. S � „ I o
STONE AND GRAVEL XY 1 I I _ - j Cy I ' k
c 1 l
SEDIMENT TRAP - l 963 SWALE �qTO - �� m n U
i I OA•
/
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{
1--
-
3 Pf
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1
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{ 1
o' " GATE VALVE wrrH
F,/- PROTECTIVE CONCRETE DONUT
v8.0' 990
u z
i \ > y• 66' 98.i' �994' pSYt1P�T �16
LG ,i �v \ /' / J •- - %/, 2" CHECK VALV�_ s 3
J� j =7 93.? /' ' Cj _ _ - FAR AILS 'P
y 10' ; : P C�s �0 9 / J W J FILL AREA -
�.
/ o� J
FT
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L- J
BACK FLOW, (( '
-_ 0 / / � __ - � / _ - _ FREEZE PROTECTION `� I o
f i
RECON04ENDED I
'✓ t - �- - �5' - 98.o' S
e R9g 4'98.5' 9 Cr TOSYSTEM 6"SPRINKLERTAP 6"'TAP I '0
311 00I've
�� Ioo T NISHED / , / �q� / TO BUILDtrIG 3" SCHEDULE 40 PVC 2" TAP > I z
66' { _
"� -- -� w $O O �,� 9 O G <• 5 / // 1 �_ METER N n 3a' 1 s I 0
i `✓ / *� �`?, > i -- - 66 - "'� 3 'r q . L S 72034.41'W 194.89' so. iC I
t� ivv �j m 6k G� z� %' �� /
a° ; _ - z i , - HC p / LIMIT OF DISTURBANCE �M f
a¢I �'�a --- "�98 o i +q``. HC%b / /"3k
i � j, Q - a 99ss� PROPOSED , 1 9 _3' ; I �'
Q¢ o a QT - _ CHURCH
W
i ��7. N BUILDING i ' HC
i a o' s.o' z, n -3
,� QQ ��q { %I � � _ . i SEATING, 515 PEOPLE e PO'
/J �� S % P/ / �a i _� �- 132'-2` 98.5' 8�\ 1 ho Z J� C/l
�P5 /..Q � �54490� G4 / / J - - - - - - - _ -- [ (G EE SHEET 3 - I a ,a, I
{ m 7 SIDE VAL I ��UM S
_ - -- -
i o G P/ Al. fI 1 98.0' �� �P Pg ti 1 4v r „ D Z I
./ L�� U j PAS
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C0�IPi�F S'CO8 G GIC,H CFj�� 9S I I
/ ' V - - _ , i 6r { S)R� F)tS M4VU p�N 9 Pqs T Uy Y 697.5'
d / S4� ' 6 8 Q Q 4N
�99�6 /ryr, FILL AREA -- -_,{ �MP�x 4' �oR'so�0 z T09 lR
174 vr
vzo vzT ! G' I
94.
9ltSP �eS
a
TYPICAL"
NOTES: 1. C�URNS.13LOCKING REQUIRED AT q ACRES IN SITE: 13.49
ALL �- -- ---- - --- - ---- ` ACRES IMPERVIOUS- 2.28 1 I
� 3 % IMPERVIOUS: 16.9'7o
2. PROTECTIVE SLEEVE SHALL EXTEND
FOUR FEET BEYOND PAVEMENT.
3. ALL PROTECTIVE SLEEVES SHALL BE
A MINIMUM OF OF FOUR INCHES
THERE ARE NO CORPS OF ENGR49ERS
DIAMETER OR LARGE ENOUGH TO �� _ WETLANDS PRESENT INSIDE AREAS OF
ALLOW A MECHANICAL PIPE JOINT TO �/ \r, 5 �C' I DISTURBANCE. THE ENTIRE AREA OF LEGEND:
pp�, o v, GP GP • FOUND IRON PIPE, CONTROL
P DLSTURBANCE IS FARMLAND IN
4. A MINIMUM OF THREE FEET OF /s>7, A� � � v50 _ � VOLUNTEER GRASS. O NEW IRON PIPE, CONTROL
CONTROL
COVER IS REQUIRED AT ALL kB IN�� \ / vG Q
PK NAIL, CONTROL
LOCATIONS INCLUDING DITCH - - - - - - - - - - - - - - - - S965 �00 Pd��� Q I ® RIGHT OF WAAYY MARKER,CONTROL
CROSSINGS. \ DRAINAGE BASIN TO TREATMENT POND �. SW, o
���' PO .� �> � �� u Power POLE
5. PIPELINE MUST BE PRESSURE�� O m TELEPHONE PEDESTAL
DITCH
TESTED. \ � L / G\ �` I TAPS: -
8 FTHE EATURES ARE OF ALL APPROXIMATED �+ - -- VARIES - - - - ._ - O I WATER 2" WITH 3" PIPING --::----'CULVERT
\RA�NAGE BASS - - - - - >- - 3 �� �� SEWER / PRESSURE LINE 2" 91-g'k SPOT ELEVATION
N S - - - - .r ?s .t SPRINKLER 6" P SIGN
7. THE CONTRACTOR IS REQUIRED TO t_oo_z FINISHED GRADE
- HAVE A COMPLETE MAP,Kh4G OF ALL 1 � 'I DIRECTION OF SURFACE WATER FLOW j
UTILITIES BEFORE BEGINNING WORK. s / t� a� CONCRETE
Ok
c.
TYPICAL SWALE N NOTE 1: SEWER LINE L(X'ATION AND DESCRIPTION FR_ ; 1 �� 't.. G,'�.' OCT 0 12009
MAP PROVIDED BY CITY OF WASHINGTON. ,� : 'pF �
NOT TO SCALE �: ,� v� m� p = `� SILT .�q"
TSM #1: NAIL SET IN POWER POLE WITH TRANSFORMER r� FILL AREA f / / NOTE 2: WATER I NE iNN)RMATION FROM BEAUFORT �- �l6INAQE OASIN
1.0 FOOT ABOVE GROUND ��'r< 1 �; COUNTY WATER SYSTEM. r'; I .� C�t� R6iaN OU
ELEVATION IS 100.0 FEET
/i STD,.' ,bA;�`� SION PERMIT
TSM#2: NAIL SET IN POWER POLE 5' S ), yF 0;, / NOT 11v CITY OF WASHINGTOIV P H ASpr�A ''� SEWER
EXTRA TERRITORIAL LIMIT.
SHEET` 1 OF 2
1.1 FOOT ABOVE GROUND CONCRETE p + i
ELEVATION IS100.OFEET SIDEWALK FLOOR - REVISION
ELEVATION DATUM: ASSUMED ASPHALT 100.2' \ Q REVISED 8/27/09 - CHURCH BWLDING SIZE, PHASE I
�.^�/ n.�`<' A.K.A. MOUNT SINAI REVISED 9/03/07 PUMP TANK
•y Q,�+ REVISED 7/16/07 - WATER AND SEWER
99.0'- -99.1' " CHURCH OF CHRIST REVISED 4/17/07 - APRIL 3, LETTER
NOT IN THE 100 YEAR FLOOD HAZARD ZONE �---` - � 4 � n �` "
REVISED 3 26 O7 - MARCH 24, LETTER
ACCORDING TO FLOOD INSURANCE RATE MAP / �' a'
372D568sool" 10 Ibs WASHED GRAVEL �� APPRO\/Ep 40SCME �' �1re j5 PROPERTY OF:
REFERENCE: PLAT CAB. G, SLIDE 47-4 12' SCHEDULE 40 WRAPPED IN GEO FABRIC TOP f j NORTH CAA�ENA C "'ROSS EN AL � C � 19 WORD � � LIFE WORSHIP
DnnsloN OF QUALITY CENTER O F WAS H I N G TO N
Yt
ON
D.B. 1431.P.892 PVC PIPE 15' SPACING S, �4 f" K °
TYPICAL PARKING SPACE 10' x 2O', 129 SPACES, 5 HANDICAP SPACES. Net, Y Deter �� �11RLE� Ir tI WASHINGTON TOWNSHIP BEAUFORT COUNTY
SIDEWALK DRAIN ��
NORTH CAROLINA
40 0 40 80 120 l
Stomwater PwM No. S a. 1�4 /e2z --M HINGTO)\ �4 sEL,Av N
SANCTUARY SEATS 515 PEOPLE TYPICAL �' y\ / `�O,r �"` 9 SCALE: t" = 40' SURVEY DATE: SEPTEMBER 21. 2006
\VASNIrrGrry,, SURVEYED BY: WOOD R!CHARDSON, P.A.
ENGINEERS -GEOLOGISTS -PLANNERS
----- -"
NOTE: 2" PVC DRAIN UNDER ALL SIDEWALKS GRAPHIC SCALE - FEET LEa t t o WEST zl D STREET
20 I'%.m' SPACING. SEE DETAILS - - _ - a
7689
PHONE: (252) 975 WASHINGTON, N.C. 234772
GAM 06-01-174-B

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GE gp,SIN © FILL AREA
4 pRAINA
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- T
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tea.; 0 %—-
Z r P 'sT>h AND (3RAVIi1 �z DRAP4AGE BASIN TO TREATMENT POND _ ___ - -= - - --I Z•,r„ w ,.v` H p r
/ _
sE:D1MLN'7-IR:1P �, j swALl
1
33 SCACFS; /DRAINAGE
S4p N,J+Z Zvs +► ,.,: ��1t �� T n�
i� �" r 66'
3
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Perms (fl X .272 slew. 514. ,
t
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C Z \ j SIDEWALK W
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ti vw FILE AREA �� z -�� ��� O�
o
H( p Cig u�b Fiy�
— C-) 24' 8 � 40
h
CHc
U 74-Y 341 ; 26J 114- sf
o.few qs.0 f-,j Poo 1
(a) ` k 337 = l6�
(3) G&v 3.so — ;,3' $O v
4 ---- -- VARIES
TYPICAL SWALE
NOT TO SCALE
3
TBM #1: NAIL SET IN POWER POLE WITH "TRANSFORMER
1.0 FOOT ABOVE GROUND
ELEVATION IS 100.0 FEET
TBM#2: NAIL SETIN POWER POLL;
1.1 FOOT ABOVE GROUND
ELEVATION IS I(X).0
ELEVATION DATUM: ASSUMED
NOT IN THE I(X) YEAR FLOOD HAZARD ZONE
ACCORDING TO FLOOD INSURANC'L RA"I'E MAP
3720568WX)J
REFERENCE: PLAT CAB. (3, SLIDE 47-4
D.B. 1431, P. 992
TYPICAL PARKING SPACE 10' x 20', 239 SPACES
SANCTUARY SEATS 1002 PEOPLE
NOTE: 2" PVC DRAIN UNDER ALL SIDEWALKS
20' SPACING. SEE DETAILS
V Ift / T rPlc,A�
I I � EI< b �
.\ 1
oIDEWALK
1
1 Z xI t
`)Y•
66'
� Z
I HERE_ tki� NO t i)RE'C i)F
qt 0r __� �iET'LANllS PNE,�E:NT INti1DF. tRl'A� UE
33 SPACI'S r ' 1/ oaVP \' DIS"fl RI3AN('F:. f11E F:N7TRE' ARE, 1 OF • FOUND IRON PIPE, CON FkOl
(4. ( U(S1'► NKAN( E:IS F'AN�1I.ANU IN
-t�� VOLI tiTE:E:R 1, O E'f)INT.CON"fK(il"
- - yh _ L._ - - 1r,t1'� h� RASS. rJ NEW IRON PIPE, ('ONTROI,
ol.
0 PKNAIL, ('ONIRot
O RIGHTOF WAY' MARKER. CON'iROI_.
DRAINAGE BASIN TO TREATMENT OOND e \ APPROVED l (]IPOWER POEE
_ _—_-- - :OLINAENVIRONMENTAL O T �' PHDAi.
- `r,lI £MENTCOMMISSION [)It-( H
/ JN OF WATER QUALITY (' I I V f R I
\ \AGE BASIN B> • LE \IIO.N
Nos ✓7
•nwalerPMmil''
.r77o/ 3
lll;zt"t-f1trN{ii-tiiItl:1('EWAIiRIIttW
('t,NCRFfI
1
It t i .f Er:I .F A I ION \ND DES( ku'I Iu^; 1 kOM
�I'!{) F':H• )I WANHIN( ION, El,N�F
FILL AREA St,
r L I Nc ,"
NO I( 1A i,:; I NI ORMA I ION I ROM01 1i'II UP.I --- DR IN id`�'�#Y� ���') „` � 1I� .:%
r�.••�.....� � f
A t. MOI I N 1 S1AI (Ill''R(11 OI'3�
5 -- - 5' --�-1 tiO l I N ( I)Oh N'� •.1HI V(I I ON =
I- IR RRITORI .I.LIti111• { RM WATER A a
CONCRE
� N r
ELn.Tk �
SIDEWA( r D E
ASPHALT-/ 99-0'-_ �_ - -
.�' t 1 9 2001 SHEET
t I (F I
10 tbs WASHED GRAVEL
WORD OF LIFE WORSHIP
2• PIPE ACING PVC PIPE 4 WRAPPED IN GED FABRIC ,Olt � I CENTER OF WASHINGTON
!�'
SIDF.,W;�; K hkAIN 2
��. �,•w NC;kTH
Tl'I':('.Ai 40 U 40 80 120of
�1SIll (IION"
-- -
'
GRAPHIC SCALE FE:F-T
.a F'Jk rf N H.. I,A iq,•.. :N.
i WASH .T -ny v
Pre ,NF. ,. Sa',_.

97.0'--
','N�
i
IlA_ fN T I
I
f
5'
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 UNHUL.LED 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.
II —GED FABRIC
12' RIP RAP----,('''-)
_J I
5
INLET INT❑ POND
401 TO SCALE
.- W- VIDv Id' RIP RAF
ON GEC - ABRIL
361
IIIF 5-� RISEk,-�
`. REAiMF NT POOI. 1 �4'_-�TP-E"
-93.3' � � ❑RIF ICF Ij -� -'-935
NOTE CLF AN PONT BEFORE GET) 4ABRIL ��
"IRHANFNE USING Ellk 1REAIHF NT
r'I ]OI 4.3' W^,'Tk �40 irIN
NLfL� PUMP REOOiRIII 10 ( 1 h '9 x d( LING
DRAIN KIND
1 IIiNf. lt. ,F f. FA9kq
90.0'.-
i
93,._...._ _.._.
A-
CRf;SS "L C T I❑N
h.,, Iu N I
ro'
J
TRASH
RACK
RE_OUIRED -95.5'
I
94 3' F j j
I
2.5' ORIFICE
92 0'
STORM WATER POND
6' X 3' X 3'1 OVERFLOW
CONCRETE PAD CROSS SECTI❑N
NOT Tll SCALE_
POST
EXTENSION OF FABRIC AND
INTO THE TRENCH_
FILTER FABF
4'
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
I
4' SCRF W OUT PLUG OVERFLOW
4' STUB UP VERTICAL.
STAND PIPE 4
4' PVC TEE
4' STUB DOWN -
I
�-PERMINENT POOL 94,3'
4' GUJLII .:AP WITH 2.5' HOLE BOTTOM Or ❑RFICE 94 3'
DR,_LD ABOUT 16' BELOW
ter: P;i PLIL. Ei_L 'ATHIN 4' STUB OUT
ALL JOINTS GLUED EXCEPT SCREWOUT PLUG
ORIFICE DETAIL
NOT TO `.U_ I
IRE
•
SLOPE ► 4. ►� 4' r
4 y' 4
a
PROPOSED GRASS U04D
SWALE ALONG ROAIINAY
I
a'
i
0
a
J
s
)c
-. _. '4
I 1
I I _
i
I
D,
rTr
�Lt_ � iFIN
PI T'.Jt; rI WETLAND SHEL_F-
PLANT BETWEEN LATE MARCH AND EARLY JUNE
OP DURING SEPTEMBER AND OCTOBER,
TRANSFER SOFTSTEM BULLRUSH (SCRIPUS VALIDUS)
AND./OR COMMON RUSH (JUNCUS EFFUSUS) NOW GROWING
❑N THIS SITE USE A 12 INCH PATTERN ON THE WETLAND
SHEI_ r
('ONS'TRU('1'10N EWRAN('E
f�
IMPROVED SURFACE
PROPOSED PRIVATE DRIVE
CROSS SECTION POADWAY SWALES
Y : r A 1
N'(t SCAtL
AREA MAP
40 SCALE
I
r < ►� 4' r SLOPE
_ _ I
4 R 4
PROPOSED GRASS UNED
SWALE ALONG ROADWAY
STORM WATER AND d�ROSIbN(',P,,° Iv"t
SIAL
SHEET 2 OF,'. i2 s
REVISED 4/17/07 - APRII 3, LETTER
REVISED 3 26 C7 - MARCH 21, LETTER
PROPERTY
WORD OF LIFE WORSHIP
CENTER OF WASHINGOTN
d,�q, ti \ e�kt� WASHINGTON TOWNSHIP BEAUFORT COUNTY
NORTH CAROLINA
_� �ON L z W SHIN(, � zba �;. HAJFN
SCALE: 1" = 40' SURVEY DATE: SEPTEMBER 27, 2006
---_ l J Vn�HlNc nr+.-.ck SURVEYED BY: 14000 RICHARDSON, P.A.
E"AMi_({'0__-_--- ENGINEEROS--GGEOLOGOTSTPLANNERS
I 1ST REET
WASHINGTON, N.C. 27889
PHONE: [phone]
GAM 06-01-174-A

97.0'--
POND INLFT 94.3'— -
DIG [N �,--10' VIDC 12' RIP RAF'
GEO FABRIC DN GEO FABRIC
1� FnRF HAT
5' 7
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.
6' 6' — TOP [IF3 BOARDS i. ',✓ �. `U
96.0—
-- 2' X B' X 24' LONG
MARINE GRADE
SPILLWAY DETAIL
NOT TO SCALE
;WAI E• GRASS
i�
,I f GEO FABRIC
12' RIP RAP--+^
�J
s
90.0' —
INLET INT❑ POND
NOT TO SCALE
361'
IUP 95.5'� RISER-
TREATMENT POOL
93.3' URIFICE
NOTE. CLF AH POND BEE L]RE 92.0'—
PERMANENT USING FUR TREATMFNF.
\ PI)OI 4.3'
NUTS PUMP -LVUIRED fU 1
DRAIN POhu
A -A'
CROSS SECTI❑N
NOT '!I SrAI.F
TRASH -
RACK
REQUIRED
2.5' ORIFICE-t
92.0 - F
6 X 3' X 3'-"
CONCRETE PAD
POST
95.5'
I
STORM WATER POND
OVERFLOW
CROSS SECTI❑N
NOT TO SCALE
EXTENSION OF FABRIC AND
INTO THE TRENCH.
FILTER FABF
�I
4'
97.0'
GFO FABRIC.
fr -
It .ATFR PPTEr[!ON
e'9 10' FIN,
IT,[ IIN GFII PAHPR
THIS STUB UP
PORTION CAN
BE BROUGHT
UP EVEN WITH
TRASH RACK
AND ATTACHED
FOR STABILITY
IF NECESSARY. 1 F TRASH RACK
J-95.5'
4' SCREW OUT PLUG � OVERFLOW
VERTICAL
4 STUB UP STAND PIPE 24'
4' PVC TEE
4' STUB DOWN �\
PERMINENT POOL 94.3'
4' GLUED CAP WITH 2,5' HOLE —� BOTTOM OF ORFICE 94.3'
DRIL _ED ABOUT 16' BELOW
PERMINCI•;i POOL ELEVATION 4' STUB OUT
ALL JOINTS GLUED EXCEPT SCREWOUT PLUG
ORIFICE DETAIL
NOT TO SCALF
IRE
97.0' —
95 5 —
74'
8' - _-
1 FE RM:nh �-
vt
SHEI t
CRf)`� SECTI❑N
PI_Ar, FTNG OF WETLAND SHELF
PLANT BETWEEN LATE MARCH AND EARLY JUNE
OR DURING SEPTEMBER AND OCTOBER,
TRANSFER SOFT STEM BULLRUSH (SCRIPUS VALIDUS)
AND/OR COMMON RUSH (JUNCUS EFFUSUS) NOW GROWING
ON THIS SITE. USE A 12 INCH PATTERN ON THE WETLAND
SHELF.
S�O�ti
A"09
(1�
CC)NSTRUCTION ENTRANCE
IMPROVED SURFACE
SLOPE ► 4' - 4' - _►� _ _�. i
7, 1
4 4 4 '
r
3
a
a
0
PROPOSED GRASS LINED PROPOSED PRIVATE DRIVE
SWALE ALONG ROADWAY
CROSS SECTION ROADWAY SWALES
TYPICAL
NOT TO SCALE
a d'- ► - 4'- ► SLOPE
`\ I1
4 � 4
PROPOSED GRASS LINED
SWALE ALONG ROADWAY
x
APR 2 5 2007 STORM WATER
SILT FENCE AREA MAP ! ,
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we scAtF I t
(NOT TO $GALE)
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SHIE£T 2" 'OF 2
REVISED 4/25/07 - SPILLWAY
REVISED 4/17/07 - APRIL 3, LETTER
REVISED 3/26/07 - MARCH 21, LETTER
PROPERTY OF:
WORD OF LIFE WORSHIP
CENTER OF VVASHINGOTN
WASHINGTON TOWNSHIP BEAUFORT COUNTY
NORTH CAROLINA
N
SCALE: 1" = 40' SURVEY DATE: SEPTEMBER 21, 200
SURVEYED BY: HOOD RtCHARDSON, P.A.
ENGINEERS -GEOLOGISTS -PLANNERS
110 WEST 2ND STREET
WASHINGTON, N.C. 27889
PHONE: [phone]
-174-A