SW3220902_Plansheet - Other_20220921 (5)

BILLY WILFORD HULL �'
LOUISE MOORE HULL �� %
D.B. 235, PG. 133
PIN: 5544299780.0000 \
\ \
\
INV:572.67
INV:573.62 / /--
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12 REP- / INV- 2 � �
�05 ITE NC HWY 24-27 E
1-1 INV:5
INV: 571.35
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EBENEZER CHURCH / / / / / - - o - - - _ \ \ \ \.
\ \ �\ \ �.. HENRY TRENT LITTLE VICINITY MAP
D.B. 444, PG. 698 / / , \
/ \ \ \\ >° \ _ �,.\ D.B. 14299, PG.
PIN: 5545207149.0000 / \ \ \ PIN: 5545307353.0000 �}�-20�Q'
ZONED: C24/27
INV:566.96
�INV:567.35 / \ � \ \ /
r of � � \ \ y�'� \ � � � \ � \ \ � :.. / / SITE DATA:
EBENE 6R H RCH PROP- BORROW AREA - - __ \ CAROLINA THOMAS DEVELOPMENT LLC
D.B 44 . 698 \ \
5 7149.0000 _ \ \ \ I
y � � \ \ PiN:55442997800000
_ � \ � \ \ \ \ \ \ \ \ D.B. 15603 PG 225
Al - - _ 4 \ \ \ \ �. P.B. N/A
\ \ \ \ ;�5/e�F ` TOTAL AREA FROM SURVEY: 12.36 ACRES
\ 0•�i4SSQ• FR�gp \ {INCLUDES AREA WITHIN OVERLAP AND AREA WITHIN J I M SOSSOMAN RD.}
\ \� o� so / \ \ \ \ \ 4 4C OR \. i AREA IN OVERLAP AND RIGHT OF WAY: 0.25 ACRES
CAROLINA THOMAS \ llc�/ o \ \ \\\\\�\ \ ~sue / _ \ ` - \ \ \ \ \ \ RFS \ \ / I AREA EXCLUDING OVERLAP AND ROW AREA: 12.11 ACRES
O� ��J� \ \ \ \ o� T \ \DEVELOPMENT LLC \ I EFFECTIVE TOTAL AREA, 10,$1 ACRES
'N z\ \ /� D.B. 15603, PG. 225 \ \ \\ \ \ \/' (1.5 AC POND AREA REMOVED)
\ \ \� \ _ _ \ PIN: 5544299780.0000"' \ \ \
s� _ SILT FENCE \Do EX. DITCH TO REMAIN \ \ \ \`\\\\ \\ \`\ \' s \ �' _ _ \ \ \ \ \ \ \ \F 0 \ ZONING: C 24127
WITH ROCK \ F \
_ \ \ \ \ \ \ OUTLET (TYP.) \ \ -,° \ / '� : plOODS GENERAL NOTES:
hh UNDISTURBED AND \\\ '.\ \ ` / _ \ ` S6 \
D / \ TEMPORARY \ ', \ sc \
` � � USED AS A CLEAN _
�� WATER DIVERSION DITCH \\\\ `'\\ `sT �` - - - _ _ _ \ \ \ \ \ °� ,°�r�° \ \ / / �S00- 1. AREA AND PROPERTY LINES ARE BASED ON SURVEY BY R.B. PHARR 8 ASSOCIATES,
/ \ CROSSING \ \ _ _ _
$WALE �\\ \ \ /a _ _ _ - _ \ ,D= ,0 \\ ,�� 5 �� $5 \ --sF SS -- °L \ / / / \ 6p P.A. DATED SEPTEMBER 10, 2021
\ h I �HW105 \ �� \ `\ \� \ br-- rl
` \ CLASS B RIP e' - - ,°� \ \ \� ss� \ \ sF-----SF�L- / 2. THIS MAP DOES NOT MEET G.S.47-30 REQUIREMENTS AND 15 NOT FOR RECORDING.
/ \ \ NCbOT 83$.$0\ 1 \ ���
TOP 570.46 \ \`� \ x• \� T RAP APRON: , y - PROP_ SEPTIC FORCE MAIN S\=� ss \ ss �` ss \ �sF\s: 6` � \ \
\ I \ \ INV CA T 566.a5 \ \\ \ `\ �\ ? L: 15 FT ,° (DESIGN BY OTHERS} o \ S\ ___SF--- TL \ \ \ \ \ I r 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, AGREEMENTS AND
\ \ W: 7.5 FT SF___bLSF-- bi---�- \ \ \ \ \ \ \ RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT
SILT FENCE \ \ \ / r' \ s-- \ \ \
/ h�� WITH ROCK \ \ D: 1$ IN 5�\ \ \ \ \ \ \ \ \ \ \ \ \ I VISIBLE OR APPARENT AT THE TIME OF INSPECTION.
OUTLET (TYP.) �, \ \\ `\ 'O / Ss/ \ \ \ \ \ \ \ \ \ IN, \ \\ \ _ I 4. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE INVESTIGATION
\ I \ \ \ \ �' % \ �� / \ ° \ \ \ \ \ \ \ ?CA \ \ THEREFORE, THIS MAP IS SUBJECT TO ANY AND ALL FACTS AN ACCURATE TITLE
- >o✓ ss FS \ \ \ \ IN, \ \ \ \ \ \ \ \ I INVESTIGATION MAY DISCLOSE.
r sF_---- HW102\ \ \
NCDOT 838,05 P Op :CLEAN WATER \ \ \ \ \ \ \ \ \ _
I I � i DIVERSION BERM \ \ \ \ \ \ \ - J � STORMWATER MANAGEMENT INFORMATION
TOP 567.75 ([7ESItjN tiY U I Fith�S) �� - �� \ V A \ V A v _
INV OUT 564.12 - - - _ _w_ \ 1. THIS PROPERTY IS LOCATE D WITHIN FLOOD ZONE X. (ZONE X AREAS ARE
� \ \ ---- s- _ \ \ \ C ' � \ \ \ \ \ \ \ \ DETERMINED TO BE OUTSIDE THE 0.2°ID ANNUAL CHANCE FLOODPLAIN)AREA
µ 12'`7C50' I \ \ \ \ \ STMH101 \ \ \ , `\ \ \ \ \ \ AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER
\ \ \ \ _ USABL SOIL AR A
I \ \ 4 `s NCDOT 840.31 � \ � \ \ 3710554400K, EFFECTIVE DATE NOVEMBER 16TH, 2018.
-EMPO Y \ \ RIM 572.39 -�� SS \ \ \♦ \ \ \ \ (PER PIEDMONT ENVIRONMENTAL
INV IN 564.6q G1103 _ \ \ `� \♦ \ \ \ \ 2. WATERSHED DATA:
CONST CTION I I \�� \ s, t ) \ \ \ ASSOCIATES P.A.}
\ \ ENTRA E I I I \ 1 ah \ \ ` J INV IN 563.35 (HW102p - - - - - - - \ \ \ \ \ \ \ \ \� ♦ \ \ \ \ \ +J- 33,5QQ SQFT TOTAL EFFECTIVE AREA: 462,171 5F 10,61 ACRES
\ TEMPORARY 24" "HOPE \' _ >° INV OUT 563,35 \ \ � \ \ ♦ \ \ \ \ EXISTING BUA: 5,942 SF 0.136 ACRES (1.29%)
�$ I I PIPE UNDER DITC c�' , �v,56 �- 1 � \ \
< \ s4.,° \ \ ' 1-1
\ ♦ \ \ \ EXISTING BUA TO BE REMOVED: 5,942 SF 0.136 ACRES (1.29°6)
°`f �� 1( D I I 55ING {2a LFl \ \ -- SF I _ _ _ _ _ � \ \\ \ \♦ ♦ \ , ♦ \ \ \ PROPOSED BUILT UPON AREA: 103,617 SF 2.38ACRES (22.42%)
- \ \ \ \ \ \ �♦ \ \ ♦\ \ \ TOTAL BUA: 103,617 SF 2.38ACRES (22.42%)
o PROP. 150 LF 15" HDPE I D I I I ,� \ \ r' - - - - - - - -SfiQ \ \ \ \ ♦ \ \ ♦\ \ \ \
w INV IN 581.5 , I I I I I \\� I I I- / - - - - - - _ \ \ \ �� \ \ ♦\ \ ♦, \ \ 3. ALL NECESSARY APPROVALS HAVE BEEN/ WILL BE OBTAINED FROM NCDEQ
/ \ INV OUT 572.5 / �I I \ \ \ \ \ \ s ; I II / / \ \ \ \ \ \ \ ♦\ \ \ \ AND U.S. ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE
r I I,D I NCOOT 840. \ , \ ` I \ \ \ \ \
\ \ \ \ \ \ \ I - / , \ \ \ \ \ ♦ \ \ AND STREAM GROSSINGIDISTURBANGEWHERE APPLICABLE,
TOP 571,70 � \ \ \ � I �I I / i� �. \ \ \ �\. \ \ \ ,� \ ♦ � � \ \
�_9�
\ \\ \ \ \ ♦ \ \ \ WATERSHED DATA:
INV OUT' S67.45 w \ \ \ � , \ \ \ \`\ \ �\ ♦ \'\ \\ \ ``\ \ \NON -WATER SUPPLY WATERSHED
00 W� 1�9_4_0YR) I I \ \ \ 1 g�°I° \ \ `\ \ ` \� s - / II I I ,� �\ \ \ \`\\ \ \ ♦ \ \ \ RIVER BASIN: YADKIN-PEE-QEE
l - - (D. -JrO8, PG. 232) - Jl 1 I o I NN
0 N,1 I �V \ \ \ \ i \ \ - \\\ \ ( \ \\ \ `\�g� \ \ `� \ \ \ \ \ SOIL TYPES: HeB, KkB, Tag, W
'�; \ CONTRACTOR TO COORDINATE �`� \ \ \ ��V \ \ \ ♦ \ �\
QAD \ \ 'r CLOSEOUT OF SKIMMER O�\ \ \ \ \qti�\ \ \ \ \ \ CONSTRUCTION SEQUENCE
\ I \ SEDIMENT BASINS WITH O \\ \ \ \ �\ \ \ ♦ \ ♦' \ \
/(3�+ gEARIN C� \ \ \ \ \ \ \ \ \ \ \ 1. CONTINUE FROM STAGE 2,
/ I I 72 I \ rON 4" SAN. \ �'o, ' INSPECTOR PRIOR TO FII,LING IN. 0,�,\\ \ \ \ \ \\`� \ \ \ \ \ \ \ \ \ \
/ \ y'1 r� I y tr \ \� I \ ` \ \ �� \ \ ♦ \ \ \ 2. FILL SEDIMENT TRAPS AND INSTALL ALL REMAINING STORM
o � 1 71 1 �, SERVICE 4'".. \\ \ \ 1�,� \ \ \\ \ \ \\ \ \ \ \ ♦ \ \ STRUCTURES AND UTILITIES.
J � SKIMMER \ \ \ \ \ \ \♦
SHED 70 / / /I I 1 SEDIMENT \\ \ \ \ \ \\ \
0� J \ \ BASIN 1 \\\ \ \\ \ `` \ \ \ \ \` \ \ \ ` Q \ \ \ \ \ 3. BRING ALL AREAS TO FINAL GRADE AND PERMANENTLY SEED AND
l 9v \ \\ \\ `\\ \ \ \ IN, \\ STABILIZE ANY REMAINING AREAS.
/ I i /� / // / / / / / / J WOOD N `� \ \ HW100 \ \ \ �` \ \ \ \�` \ \ \\\\ \
/ / BRID `� \ NCDOT 838.05 \ \\ �`� \ \ \�` \ \ 4. CONTACT EROSION CONTROL INSPECTOR FOR INSPECTION-
/pO Gr103 / PROP, HARDWARD / / �\ TOP 565.62 \ \ \ `N \ \ \ \ \ ♦ , \ \ ♦ \ \ \ \
NCDOT 840.14 J \ ` \ \ \` \ ♦ \ \ \ ` 5. ONCE APPROVED, REMOVE ALL TEMPORARY EROSION CONTROL
`n / / CLOTH & GRAVEL / / `\ \ ` \ \ \ �\ \ \ \ \
TOP 559.50� ==-=c= / J \ `INV OUT 561,9$ \ `\ \ \ \ \ \ MEASURES.
/ i INV 0�1 6.0 _ INLET PROTECTION (TYP.} / I \ \ \ POND `� \ \ \\ \
/ PROP- \ \ C \ \ N. \ \ \\`� \ \ \ \ \ \ \ 6. CONTACT EROSION CONTROL INSPECTOR FOR FINAL INSPECTION
DIVERSI N ` \`�' 1 \ \\\\ \ \ \ \ \ \
I CLASS B RIP \ \
/ 1' � �\ �,'--�__ __- , � DERM N. � N. \ \ \ \ \ \ `\ \ ` \ \ \ \ AND PERMIT CLOSE OUT.
/ u) / / / INV:568.8 / �_- - \ \ RAP APRON' \ \
o ry \� L: 14.5 FT \\` \ \ \ �\ , \ \ \ \ \ \ \ EROSION CONTROL MAINTENANCE PLAN
o r-Lrj �i_ - /PIPES PROPOSED 5��-- _ _ _ -�-� _ \
BUR D / BUILDING \ \ __> - ->___- \ \ �\ \ \ D: 18 IN !` �\ \ \\� \ \\ate \ \ \
>\ \ \ \ \ \ 1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICE FOR
CLASS BRIP = ;- FFE 573.50 =�--� \ \ \ \ \ \ ! `� \ \
/%` \\\ \\ \ \\ �� \ N\ \ \ \ STABILITY AND FUNCTION EACH WEEK AND FOLLOWING EACH
RAPAPRON: ) I f / / / \ \ r:n - \�\ �\ \ \\ \\ \ \ \ \ \ \ \
L: 15 FT 12' 1�P / / \ \ \ \ \ \ \ \ \ N.
\ \ \ \ \ RAINFALL EVENT.
W:6 FT uj I BURIED / \ m" \ \ \\ \\ \ \ \ \ \ �,�\ \\N\\ \ \
D: 18 IN N / I / / / / ' / / / / \ \ \ \ \ \ \ ,\ \�\`\ \ \\ \\ \� \ \ \\ \\ \\\`� \ \ 2. REMOVE SILTjSEDIMENT FROM TEMPORARY DEVICES WHEN
, N,\\ , \ \ ACCUMULATED VOLUME HAS REACHED 50% CAPACITY.
\ PERMANENT DRAINAGE / / /� \ \ \\ \\ \ 3. REMOVE ACCUMULATED 51LT15EDIMENT FROM BEHIND TEMPORARY
\ \ SKIMMER \ \ EASEMENT i / / \-\ \
I \\ \ SEDIMENT FENCE WHEN DEPTH EXCEEDS APPROXIMATE 0,50, REPAIR
SEDIMENT / / \ �\ \ \ \\\ \ AND REPLACE SILT FENCE AS NECESSARY.
2\\ �` (D.B. 1290, PG. 254) / / \� Yr \ \ �' \\\ \ \ \ \
_ \\\ �\ \ \ . J / ,sue ` \ \\ \ \ \ 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY
N INC T 8388D \ - ti - - - - - H c7q - \� \\J\\ \ \ CLASS B RIP i �%�' `\ \\ / II \
`\ \�, \\ RAP APRON \\\ Y\ \ \ \ AFTER CONSTRUCTION INCLUDING "CLEAN" WATER DIVERSION
I \ \ \\ % �� I Y� \ \ �\ \ BERMS. RE-GRADEIREPAIR GERMS AS REQUIRED.
TO 572.54 I201 COOT 63a.ai) `\ \ L: 20 FT _ - ii i c \ \ \
I I INY OUT 8,54 CONTRACTOR TO NCOOT 640,04 _ OP 567.00 \\ XN \ W: 16 FT
o I / - - \ \\, \ ` \ \`--_______� - _L_=-_= _- -_ -_ _ �___=f= = -_ __-_-_ --- _ _ \I \ \\ \ \ \ \ \ 5. CONTRACTOR SHALL APPOINT AN ON -SITE AND MAINTAIN RECORDS
i` REMOVE EX, 7OP570.41 \ \ NV OUT 63. \ \\ \\\`\ �D:\$IN \ `--_ ------ _ _ _ __ _-_---_ V� /� \\ / \ \ \\ \ \
- - STRUCTURES \ \,� \ \ - - _ - \ \ OF INSPECTION$ IN ACCORDANCE WITH THE PROVISIONS OF THE
NV OUT 565.1 \ `� `\\ \ - _ - - - - - - -_ = % - - - �\ \ ✓ \ \\ \ GENERAL NPDES STORM WATER DISCHARGE PERMIT FOR
\� \ \\`� - -- - - - = - _ = - - S �Oy< \ �\�y �� I ) ( \\ \ . \ CONSTRUCTION ACTIVITIES.
1 1 - - _ N. \ _ _ _ - - - - - �� ) \� _ \ \ \ \ \ 6. TEMPORARY DIVERSION BERMS CAN $E ADJUSTED TO
05 LF�i]" HD c� .0G % o - \ _
\ \ / - --- \ \ j \ \ \ `SES ACCOMMODATE GRADING ACTIVITIES.
a I RAP APRON: - / i 69 LF 0" D ----
1 L: 15 FT r 74 \ - �'� - �f�"- - - - - - - - - - - - - - - =W_ i 8• ALL DISTURBED AREA AND SLOPES SHALL BE STABILIZED WITH
\ \ k - v L - - - - _ _ _ _ _ _ _ _ _ - -� TEMPORARY SEEDING AND MULCHING WITHIN 14 CALENDAR DAYS,
W: 12 FT - - - - - �`' CB 203 \ \ \ `" \ _ =�� _ �- - IN.56."A R.M9.6 _ -_ _ - _ ti a W 2 p - - - - - - �R Szn.Z - - - - - _ _ - -_ = MT:_b64_t �. - - - - - - - - - - -�i FOLLOWING THE COMPLETION OF ANY PHASE OF GRADING OR
\ D:1$IN --- , / TOP575.17 - --?�-- --_-_--�P- T�Ssse2 -_-- �►=�-- -_ - _ - _ - E
-- _ - - _ _ - _ _ - - - - _ = - PERIOD OF INACTIVITY, PERMANENT GROUND COVER SHALL BE
-•c E SkI�T 5PE x - _ --- ---- --_ - - -- -- -- ---- 570----DAYS,
E - -E" - E� E W---�-� W - _ -� r5��-E -E E_
- - - - � - _ ' 'y •G
1Ar- _ W _ w - - - _ _ _ _ - - - R
} � � ESTABLISHED FOR ALL DISTURBED AREA WITH 14 CALENDAR
PP - --- =- _ �- ----- -----_ �-`� HV11 �� - y �B C - / ~ FOLLOWING COMPLETING OF CONSTRUCTION, COMPLETION OF
ID, a - _ W W B - GRADING, OR PERIOD OF INACTIVITY. PERMANENT SEEDING,
DL �-�'.._ W W- - W W DL
181R.- - - 30"G& MULCHING, AND GROUND COVER SHALL BE APPLIED FOLLOWING THE
EX. HYDRANT TO REMAIN - - - - - - COMPLETION OF CONSTRUCTION. HIGH QUALITY WATER ZONES AND
ALBEMARLE RCA❑ (NC HWY 24- 27}
\ PROP_ _ sa T PERIMETER DIKES, $WALES, DITCHES, AND SLOPES SHALL BE
\ \ DIVERSION \ N
\ \ \ o - - STABILIZED WITH TEMPORARY SEEDING AND MULCHING WITHIN 7
\ \ \ \ \ \ BERM - \ CALENDAR DAYS.
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DRAWN BY JRA
CHECKED BY: AG
DATE: 08/0512022
PROJECT NO.: 03003.003
REF. NO.: -
SCALE: 1" = 40`
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