SW8031133_APPROVED PLANS_20040603

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT
�l�3 11'�
NO.
SW
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
a/J�[B�gOJ
YYYYMMDD

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JB RIM 28.00
15" FL = 24.85 IN
15" FL = 26.40 OUT
15"PVC.w 1
24" SQUARE CAST IRON
FRAME AND GRATE
_ETS ARE 'x2'x2'
NCTION BOX IS 4'x4'x4'
114" ALUMINUN WEIR
THROAT @ 27.40
BOLT AND SEAL INSIDE BOX
SED,CLEANOUT
ELEV = 255%)-
6" FL = 24.75 OUT
6" PERFORATED DRAIN
- Rom- -- -- -- -- -- -- -- -- R,W
PLAN INJUNCTION BOX, PROVIDE (2) 16" DIA. SIDE BOX HOLES
ATTACH 318" EXPANDED METAL GRATING, PAINT wl INSTANT GALVANIZE - _ - - - - _ _ - - --EXISnNG WATER _ _ _ _ _ _ _ _ _ _ _ _ _ _
EDGE OF EXISTING PAVEMENT EXISTING PAVEMENT
N.C. HIGHWAY 211 150' R/W
}? -- - - - - - - - - --------
NOTE- SEE PLANS FOR DEPTHS; i4
6" FL = 24.75 OUT PIPE SIZES AND SLOPES !M'�
r
6" PERFORATED . ;.1` ± EDGE OF EXIST. PAVEMENT '
DRAIN
�<
130' STORAGE
06
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0,o, �0000,000,0,0,0000o,o0tl0o,o,0� EDGE OF PAVEMENT
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N 66.36'07" E 4/20/98 10 - 15 PVC 15 FL = 24.85 IN
_ _ INVERT OUT = 26.84'
POWER POLEeO
6" STONE LEVELING COURSE (MIN.) �' - -�,`G 2- - — -- - --�-- r -- o _ _ X1STI _ _ SS��� �_ 3 _ — — EXiSTE— SS _ _ — — — — — _ —
SECTION A -A SECTION B-B f— — ;,3'0 _ 4` - 63 VEGATA IVE S ALE_ 0��55xImmv — — — — — — - - -
DROP INLET / JUNCTION BOX DETAIL
NOT TO SCALE
JUNCTION BOX WILL ALSO BE THE SILTATION INSPECTION STATION
FIBS OPTIC o�40 _ 6 PERFORtIT -w-BRAnm 5 T,,P 0, PAVE
EIP �� IPP �J w 74'25'48" E 24 �7i 4' WIDE OUNDARY` /S 74'25'4P" E 59.4 EIP
O EA ER -1= -
�I G 26. 0 15" FL 26.32 Z
\ i1 1
\ ' h� RATEDRAIN F
STONE CHECK DAM .-IP K G CHObKS, TYP.-,
NOTE: DIRECT ALL DOWNSPOUTS TO PAVEMENT
OR INTO INFILTRATION BEDS.
PAVING SHALL VARY UNIFORMLY BETWEEN
SPOT ELEVATIONS SHOWN.
MAINTENANCE NOTE:
MONITOR EXPOSED SOLITE FOR SILTATION
DEPOSITION. UPON A SIGNIFIGANT AMOUNT
BECOME APPARENT, REMOVE SOLITE MATERIAL
TO A POINT WERE SOLITE IS FREE OF SEDIMENT.
• - . PROPOSED PAVEMENT
TO PERMITTED STATUS AND PROVIDE ADEQUATE TREATMENT VOLUME AND FILTRATION. EDGE PAVING = -1
•- BED 1
MIN. PARKING CHOCK
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'
�A
FINISHED G/
•
36" OVERLAP, BOTH SIDES
��� •� � WOVEN POLYESTER FILTER FABRIC
•-TEXTILE NON
zoo PLACE ALONG ALL
• BURIED
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ELEV
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- a
' BOTTOM BED .=
UNDISTURBED EARTH
4'-0" 211 SIDE
6'-0" PARKING LOT
PWT @ 62" FROM GRADE
PERCOLATION RATE = 2"/HOUR
17 EL 21.88
INFILTRATION / TREATMENT BED SECTION
N.T.S.
ii
Emir
LEGEND
TP 27.80 = TOP OF PAVING
TG 27.50 = TOP OF GRATE
TC28.30=TOP OF CURB
15" FL = 25.00 = PIPE FLOWLINE
FG = 27.60 = FINISHED GRADE
JUNE SMITH ET MAGGIE & HEIRS
DB 110 PG 124 B.C.R.
C�TR1C\BbX 00, rrr 36, rr J
/ l _
-E�ECTRIC BOXIr n
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GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 it.
120
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.A iI�N:'�IL'LI a
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KENNETH L. CLARK, P.E.
P.O. BOX 2316, WHITEVILLE, N.C. 28472
PHONE [phone]
SOUTHPORT
VICINITY MAP
NTS
=SURFACE DRAINAGE FLOW DIRECTION
SITE STATISTICS
THIS SITE = 40,126 S.F. (0.92 AC.)
PARCEL NUMBER = 221-00-03-3701
ZONING = CLD
C.O.E. PERMIT NO. 199900563
DATED; 22 JUNE 1999
D.W.Q. PERMIT NO. SW8 981039
DATED; 3 FEB. 2000
PLAN AREA
BUILDING AREA = 7,116 S.F.
PAVED AREA = 14,021 S.F.
SIDEWALK AREA = 920 S.F.
LOADING RAMP AREA = 184 S.F.
TOTAL NEW IMPERVIOUS AREA = 22,241 S.F.
40,126 S.F. PERMITTED, 22,241 S.F. PROPOSED
INTERNAL LANDSCAPE AREA = 2,021 S.F.
EXTERNAL LANDSCAPE AREA = 5,962 S.F.
PARKING SPACES = 36, HANDI-CAPPED = 2
I`': 1�3 P ROV �4
ENGLISH BUILDERS G ,;,`6; C�IALI
4705 SOUTHPORT-SUPPLY ROAD cp�,���
SOUTHPORT, NORTH CAROLINA 27641 h�'g 03i1
910-454-9400
IREV.1 DESCRIPTION I BY I DATE
DWQ DRAINAGE MODIFICATION PLAN
FOR
OLD GEORGE TOWN CENTER SITE
SITUATED AT
HANPTON INN, SOUTHPORT
SOUTHPORT, BRUNSWICK COUNTY, N.C.
DRAWN BY: S.B.G. CHECKED BY: R.P.A.
SCALE: 1" = 30'
DATE: 24 MAR 2004
JOB NUMBER SHEET
1 OF 2 Q
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I_ S (SEE NOTE #6) _I
r ^i
I IT STAY SPACING I
IIN. 10 GA.
7P WIRE
MIN. 12-1/2 GA.
INTERMEDIATE WIRES
51 CtL UK YYUUU F'V5I
WOVEN WIRE FENCING
U
cC SILT FILTER FABRIC
o m Z
U-
MIN. 10 GA.
BOTTOM WIRE e
6" MIN. COMPACTED
FILL OVER SKIRT` 1
aCL
w 0
w O
c~is 3
CV M
I-KONT VIEW
SIDE VIEW
ANCHOR FABRIC SKIRT WMIN. 4" LONG
WIRE STAPLES @ 12" O.C.
"FOR REPAIR OF SILT FENCE FAILURES,
USE #57 WASHED STON
COMPACTED FILL.
E IN LIEU OF
NOTES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF WIN DIAMETER AND V IN LENGTH. POSTS SHALL BE CREOSOTE OR
PENTACHLOROPENOL TREATED SOUTHERN PINE.
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL
BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL
BE 10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS
THAN #9 STAPLES 1 1/2" LONG.
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN. IN. AND A
MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS.
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 9.
TEMPORARY SILT FENCE
4" CONCRETE SIDEWALK
W/6x6-10/10
FORMED HOLE FOR #4 REINF❑RCING BAR WITH
2' MIN, LENGTH (TYP, EA, PARKING CHOCK)
DRIVE REBAR FLUSH WITH TOP OF CHOCK,
�RD PRECAST CONCRETE PARKING CHOCK
PACE) SET 3' FROM EDGE OF PAVEMENT.
PARKING STRIPE
PARKING CHOCK DETAIL
NOT TO SCALE
SEEDING SCHEDULE
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERLY ERODED AREAS SHALL BE STABILIZED WITH A
PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED ON THE TYPE OF SOIL PRESENT, SEASONAL
CONDITIONS AND OTHER CONSIDERATIONS. AS AN ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND
SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION
GIVEN TO SITE SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
DRY SOILS (APRIL -SEPTEMBER) WET SOILS (APRIL - SEPTEMBER)
KIND RATE PER ACRE KIND RATE PER ACRE
TURN DOWN SIDEWALK DETAIL BERMUDA GRASS 30 LBS. BERMUDA GRASS 25 LBS.
N.T.S. CENTIPEDE GRASS 10 LBS. BAHIAGRASS 25 LBS.
BAHIAGRASS 30 LBS. CARPET GRASS 25 LBS
KOBE LESPEDEZA 20 LBS ANNUAL RYEGRASS OR
ANNUAL RYEGRASS OR GERMAN MILLET 25 LBS.
GERMAN MILLET 25 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
SURFACE COURSE, I -2 F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE.
CRUSHED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
(95% STANDARD PROCTOR)
LIGHT DUTY PAVEMENT SECTION
NOT TO SCALE
GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT
THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED
BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED.
ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED
WITH JOINT SEALER.
EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT
TO ALL RIGID OBJECTS.
1 /8" R
I� 24" �I
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND
OR AS SPECIFIED BY THE APPROIATE CITY/COUNTY ENGINEERING
DEPARTMENT OR THE DESIGN ENGINEER.)
18" CURB 8c GUTTER
N.T.S.
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT PERIOD OF TIME. DUE
TO SEASONAL CONSIDERARATIONS, A TEMPORARY COVER SHALL BE ESTABLISHED. THE TEMPORARY SEED RATE PER
ACRE SHALL BE:
WINTER (SEPTEMBER -APRIL) SUMMER (MAY -AUGUST)
ANNUAL RYEGRASS 50 LBS. GERMAN MILLET 50 LBS.
TALL FESCUE 50 LBS.
TEMPORARY COVERS SHALL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER. WHERE THE SEASON
OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY EROSION RESISTANT COVER, MULCH MAY BE
APPLIED: HOWEVER, MULCH USED ALONE SHALL NOT BE ALLOWED. A TEMPORARY OR
PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS SOON AS CONDITIONS ARE FAVORABLE.
3. TOPSOIL SHALL BE USED OVER UNFAVORABLE SOIL CONDITIONS FOR SUCCESSFULL ESTABLISHMENTOF VEGETATIVE COVER.
4. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
EROSION CONTROL MAINTENANCE REQUIREMENTS:
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE SEEDING SCHEDULE TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP INLET
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
PROPERLY.
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0
FEET BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
NO.4 REBAR TIE -DOWNS @ T O.C.
15" HDPE, SPLIT IN HALF, CUT LINE AT ELEV 43.00
PLAN VIEW
N.T.S.
�1f
NO.4 REBAR TIE DOWNS @ 3' O.C.
18" MINIMUM DEPTH, TYP.
/2 SECTION 15" HDPE
SECTION
SEE GRADING PLAN FOR SPREADER LAYOUT
FLOW SPREADER DETAIL
N.T.S.
15" PVC OUTFALL
RIP -RAP EN
DISAPATOR
15" PVC OUTFALL
30'
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PLAN
SECTION
VEGETATIVE FILTER DETAIL
N.T.S.
CONSTRUCTION SEQUENCE:
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NOTES:
1. VIGOROUS STAND OF PERMANEBT GRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
BANKS OF DITCHES AND DISTURBED AREAS. WHERE
DITCH BANKS CANNOT BE ADEQUATELY STABLIIZED
WITH VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP
SHALL BE USED TO PROTECT BANKS.
2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%,
JUTE THATCHING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL SHALL BE USED.
3' 7 S 3•.� � _„III-' � a
I-
��-II_
TYPICAL GRASS SWALE
N. T. S.
NCDOT CLASS B
EROSION CONTROL
STONE
4" TO 6" #57
STONE ON UPSTREAM
FACE
FILTER
FABRIC
A
SECTION A -A
STONE CHECK DAM
NTS
1 . VVIV I mmki I un I v IVV I Ir T IV.Ii. L.RIVLJ GIURLI I T %=L; 1 IVN, HtUIL)NAL Urrlt;t IN WILMINGTON,[phone], PRIOR TO BEGINNING CONSTRUCTION.
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING AT STAGING AREA(S).
4. CLEAR ITE BEGIN GRADING AND EXCAVATION AND PIPE LAYING
5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES
MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
6. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND MULCHED AS OUTLINED ON SHEET 21. DISTURBED
AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15 DAYS.
7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS
ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTANTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES.
9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE N.C. LAND QUALITY SECTION.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER.
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE
SEDIMENTATION, AND SHALL BE BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
5. SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURERS SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL, TO INSURE THEY ARE FUNCTIONAL
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
6. OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS
OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY
THE SITUATION.
7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL. BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
_ d
- ;- REV. DESCRIPTION BY DATE
92 "�
KENNETH L. CLAR P.E.
�/ DWQ DRAINAGE MODIFICATION PLAN DRAWN BY: S.B.G. CHECKED BY: R.P.A.
, -s� zs�°�-
P.O. BOX 2316, WHITEVILLE, N.C. 28472 FOR SCALE: AS SHOWN
OLD GEORGE TOWN CENTER SITE DATE: 24 MAR 2004
PHONE [phone] SITUATED AT
. , .;4 s-_ 1 as s a. f �1 s� r t' ,'.< `• •�k., ��.tiar�!-�a is .1 iae4, s I ti.

7
__ R/W — — — — — — — — — -- R11 — — — — — — — — — — R/W -- — — — — — — —
EXISTING WATER T T EXISTING WATT
-
-- — — — — — — - -- -- - -- ——
----------------------------'-"-------------------------------------------------- (--------------------
EDGE OF EXISTING PAVEMENT EDGE 0� EXISTWU PAVEMENT
N.C. HIGHWAY 211 150' RM
EDGE OF EXIST, PAVEMENT EDGE OF EXIST. PAVEMENT
130' STORAGE f
j
404 1JNE AS EDGE OF PAVEMENT_ �rr
FOUND FLAGGED �_ . _ _4T'
00 3:1 SWAP_
INVERT OUT = 26.84' EXISTING SEWFMANHOLE
N 66'36'07" E 4/20/98 a o 00 v� O
39.91' 2$ Po PHONE BOX �`�___ ---POWER POLE— — — — — — — — — — — — — — - -� —7— � _ — � --- ISTING SS
—''� — — — — — — 3— — — — -- — — — — — — — — — — — — EXISTING S5 In 0 0 — COORDINATES:
°/� ISE OPTIC ) TOP 0 PAVE T v . o
b a �� -`. � a. N:74413.42
1 �� PP t'J �' s 74.25'48" /4s.27' OUNDARY i / n m�
T� S 74.25 48 E 59.4 3 EIP S 74'25'48" E 228.58 E:2290648.66
EIP \ D 05.75' 0 2 , EIP
\ a
COORDINATES: 1 �/ p`'• �Ile TBM W 28.64'
\ o fl A A = .962 F. C 8.5 9 8. ECTRC Ox o
N:74556.84 � p_ 36
E:2290133.93 \ AIN C I]
1 ING P �N, --ELECTRIC BOX 4 29 4 f
r- _ SUMMIT - LIGHT POLE 24 1
O1 r 24' 1
1 \ o T 28.30 TP 27.60
O,o 5 0)
5 0
20' SLOT DRAIN ` ° c 8 9 qLi
TOP SLOT = 27.0
MARY G. SMITH
DB 186 PG 699 B.C.R. ,gyp
JUNE SMITH ET MAGGIE & HEIRS 1 - 12" 900 BENU�.
DB 110 PG 124 B.C.R. "CLEAN-OUT"�
1 - 12" TEE PROPO E BUILDING
12" FL = 25.00 EIP s/ r&ti �g 7.11 .--- -J
TF BSc q��o �z2 ' �F �E\ 28.
L4O� Sc Scyq \ c79 \
Na wytiF�\ ��
INTERNAL
LANDSCAPE
AREAS
A=414S.F.
B = 535 S.F.
C = 368 S.F.
D = 338 S.F.
E=213S.F.
F = 153 S.F.
NOTE: DIRECT ALL DOWNSPOUTS TO PAVEMENT �
d
3 20' SL T D
4 TOP LOT = 27.40
1 - 1 ' 450 BEND
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20'
r T
LE TRIC 0
GMP Ca 0.30%
I
r z
1 -12" TEE �IPs2\
12„FL=24.00 ti
2ss9,, FAA \2
EIP \
CONNECT TO EXIST. 18" PIPE
JUNE SMITH ET MAGGIE & HEIRS
D8 110 PG 124 B.C.R.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft..
U
24'
25,54
go
Q5
D
W�
Zco
\ - 17
16 1
\ 14
13i2
170
IN
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VIOLET B. GILL
DB 318 PG 712 B.C.R.
JAMES M. SMITH
DB 186 PG 699 B.C.R.
��11i1�R11
SEAL
025018,
AR
r1i+a11
ROBERT P. ARMSTRONG, P.E.
P.O. BOX 995, BLADENBORO, N.C. 28320
PHONE [phone]
VICINITY MAP
NTS
MODIFICATION SITE STATISTICS
OVERALL SITE = 3.1 ACRES
92,476 S.F (2.12 AC.) + 40,126 S.F. (0.92 AC.)
PARCEL NUMBER = 221-00-03-3701
ZONING = CLD
C.O.E. PERMIT NO. 199900563
DATED; 22 JUNE 1999
D.W.Q. PERMIT NO. SW8 981039
DATED; 3 FEB. 2000
PLAN REVISION AREA
BUILDING AREA = 7,116 S.F.
PAVED AREA = 14,021 S.F.
SIDEWALK AREA = 920 S.F.
LOADING RAMP AREA = 184 S.F.
TOTAL NEW IMPERVIOUS AREA = 22,241 S.F.
409126 S.F. PERMITTED, 22,241 S.F. PROPOSED
INTERNAL LANDSCAPE AREA = 2,021 S.F.
EXTERNAL LANDSCAPE AREA = 5,962 S.F.
PARKING SPACES = 40, HANDI-CAPPED = 2
OWNER; GORDON LOVINGOOD
C-3 INVESTMENTS
220 CHURCH STREET, SUITE 101
Mt, PLEASANT, S.C. 29464
RECEIVED
NOV 2 12003
DWQ
PROD # V�(U
- r'.:5•. � � t,� � �_'� r-- >�. .�'.i '.i :i ". r +�: - r �.. '+:'. -�i S `�.i'! "•` �;'%�' $7 � '. +T? f1�:ti(' .'S�, ..�
t � 1 i t ) � 11 i, � t '`i` � �s� f + � � 1�. 6 d .t" . ! ��.r �4 i�a f � }',•I' .I� 1•.il,�i ��. i 1.�.

I- _ _ I _ _. _,... --.. . .. ....._•.. '..s:_'...._ � .'' "''I L..''. i 11-..'A' -_L: t_i u-a. Ii-
- R/W _
— — — — R/W — —
R/W
--——————— — — — — —— EXISTINGWATER—— — — — — —————————————————————————————— ————————————————————-————————————— — — EX—IST—ING —W—A —---———————————————
I
EDGE OF EXISTING PAVEMENT EDGE UP EX15TING PAVLMEN[
N.C. HIGHWAY 211 150' RM
r
130' STORAGE �
ui
404 LINE AS EDGE OF PAVEMENT `�`
FOUND FLAGGED o a 3:1 SWAL
N 66'36'07" E 4/20/98 00 r 00 N" OJ
39 91 Zg _ _ INVERT �UT = 26.84 EXISTING SEW o
-� So PHONE BOX MANHOLE c
_-- _ -- - --- -� POWER POLE �
- - - - - - - - - - - r- - =�--'v`�,?i- =-�- ---EXLSTI S - - Y - njQEX15TING 55 - - - - - - - - - - - - - - - EXISTING SS o
,O I'p 1
r--g IBE OPPTICg Os�Q�O �\ fO TOP O PAViIEfST I - - - - - o COORDINATES:
a N :74413.42
PP vJ �` S 7425'48" %246.27' UNDARY 7 �S 74-2548" E 59.4 i' EIP S 74'25'48" E 228.58' R w� E:2290648.66
EIP 1 EX ERNAL LANDSCAPE 305,75' g' \ 2 ! ! EIP
s
\o �! TBM 28.64
'CQQRDINATES: AEA = 5.962 S.F. 9
N:74556.84 8. ECTRIC\ op�, 36' _
E:2290133.93 \
a TaAINTEELECTRIC BOX
RIPING,YP.
J
SUMMIT ��,o C? 2 f
-
LIGHT POLE � 4 �
p �� 8S r 2 '
\ , '28.30 TP 27.60 Jo 0 � � J 4
�5 op 517
_ I
20' SLOT DRAIN \ o c 9 q3 20' SL T D f
TOP SLOT = 27.0 \ �81
TOP LOT = 27.40
c0 r� Q 1 - 1LZ 450 BEND C
MARY G. SMITH r� \ �C = 0 �' J
DB 186 PG 699 B.C.R. \ s� TC \ O z t
JUNE SMITH ET MAGGIE & HEIRS 1 - 12" 90' BENS_ \ O�� ? 2a� J 1
C"CLEAN-OUT"
DB 110 PG 124 B.C.R.
1 - 12" TEE \ PROPO E BUILDING "`r" U ' Co12" FL = 25.00 EIP (�N\Q 7,11 .-- ! Q �; VIOLET B. GILL
4�c.Scti,��� FED 28. DB 318 PG 712 PC R
a �
7
INTERNAL
LANDSCAPE
AREAS
A = 414 S.F.
B = 535 S.F.
C = 368 S.F.
D = 338 S.F.
E=213S.F.
F = 153 S.F.
8
0
3ssr , • 6S\
8 \ AA
C 28.25
.tK
NOTE: DIRECT ALL DOWNSPOUTS TO PAVEMENT
B �"
!
G
� w
1 0
. GMP @ 0.30%CO
z
o
0
!o
o
1 1
! D ail
Q
�z
C3 , 4 . �
o .�
r~ lf
0 20'
24
0
4' ' r T
= 25.54
$
IP ✓'
PAD
8.
1 12 TEE
12" FL = 24AOEIP � � • S 2 � \\\ \\`
a4 98 � cG
EIP
CONNECT TO EXIST. 18" PIPE
JUNE SMITH ET MAGGIE & HEIRS
DB 110 PG 124 B.C.R.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 fL
X'
v
• X
0 ..
O DECK
• 0
POOL
r
�%
J
L
ST/
2 2
2
19
18
17
\ 1s 1
\ 14
1312 r
\ fc
o
I'
I�
ro
\ � r
120 \
\ j
VICINITY MAP
NTS
MODIFICATION SITE STATISTICS
OVERALL SITE = 3.1 ACRES
rj
92,476 S.F (2.12 AC.) + 40,126 S.F. (0.92 AC.)
PARCEL NUMBER = 221-00-03-3701
ZONING = CLD
G.O.E. PERMIT NO. 199900563
DATED; 22 JUNE 1999
D.W.Q. PERMIT NO. SW8 981039
f
DATED; 3 FEB. 2000
PLAN REVISION AREA
BUILDING AREA = 7,116 S.F.
PAVED AREA = 14,021 S.F.
N
SIDEWALK AREA = 920 S.F.
N
LOADING RAMP AREA = 184 S.F.
I�
TOTAL NEW IMPERVIOUS AREA = 22,241 S.F.
40,126 S.F. PERMITTED, 22,241 S.F. PROPOSED
INTERNAL LANDSCAPE AREA = 2,021 S.F.
EXTERNAL LANDSCAPE AREA = 5,962 S.F.
PARKING SPACES = 40, HANDI-CAPPED = 2
OWNER; GORDON LOVINGOOD
JAMES M. SMITH
DB 186 PG 699 B.C.R.
C-3 INVESTMENTS
220 CHURCH STREET, SUITE 101
RECEIVED
Mt. PLEASANT, S.C. 29464
NOV 2 12003
TDWQ
C q s I o5cl'
PROD # •Strt.'
re yr si on
�} s
s T� —
+� 02548ARM
$�
°j•aw••aM 0��
ROBERT P. ARMSTRONG, P.E.
P.O. BOX 995, BLADENBORO, N.G. 28320
PHONE [phone]
1 " .. J i h r. • , „ � 1 �� v i -4 i r'�'1 '{ r r r a •irt r '1 li!� �) .r r�11r •�" ��".
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