SW3220902_Plansheet - Other_20220921 (4)

BILLY WILFORD HULL
LOUISE MOORE HULL
D.B. 235, PG. 133
PIN: 5544299780.0000
INV:572.67 \
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EBENEZER CHURCH
D.B. 444, PG. 698 /
PIN: 5545207149.0000 /
INV:566.96
INV:567.35
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EX. DITCH TO REMAIN
UNDISTURBED AND \ \
USED AS A CLEAN \ TEM
WATER DIVERSION I
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\\70 VICINITY MAP
HENRY TRENT LITTLE
o \ \ \ \\>° \ _ 06- .. .\ D.B. 14299, PG. 11 1"=2000'
B 96j\..,. A/� PIN: 5545307353.0000
`3 \� _ °pFRry ZONED: C24/27
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EBENE�� H RCH \-- �\ Ilk \��� �\ \ 14.29.�.. l l
PROP- BORROW AREA - SITE DATA:
\ \ p�
D.B 44 ,�' .698 � \ Q � \ . �., .. I
' 5� 7149.0000 \ \ \ \ \ .\G 225
•55442997800000
\ \ I D.B.DB15603
bI - �� \ \ \ \ \ \ \ \ \ \ \ \ �o :.�. P.B. N/A
\ \ SS/
119)8 0 TOTAL AREA FROM SURVEY: 12.36 ACRES
Q• 4SSQ• {INCLUDES AREA WITHIN OVERLAP AND AREA WITHIN J I M SOSSOMAN RD.}
s�\ // CAROLINA TH01�v AS \ \ \ \ \ 4 ACRFs R \ \ AREA IN OVERLAP AND RIGHT OF WAY: 0.25 ACRES
\ s� - - \ \ \ \ / I AREA EXCLUDING OVERLAP AND ROW AREA: 12.11 ACRES
�J\ �\ \ \ Ak' -,DEVELOPMENT, LLC \ \ \
\ , Q \ \ \ I EFFECTIVE TOTAL AREA: 10,$1 ACRES
\ D.B. 15603, PG. 225 \ / (1.5 AC POND AREA REMOVED)
PIN: 5544299780.0000 \ \ \ \
\ \ SILT FENCE FDGF / \ ZONING: G 24/27
WITH '`•` OUTLET OTYP. \ \ \ \ \ ~ '� OF P00 \ GENERAL NOTES:
\RYfCH ��\\ '�\ \� `s� / i - _ _ \ \ °�,°�rOA-
���C \ \ / 568, is
ING ,° Os, oo•• 1. AREA AND PROPERTY LINES ARE BASED ON SURVEY BY R.B. PHARR 8 ASSOCIATES,
- _ _ 16 P.A. DATED SEPTEMBER 10, 2021
IW105 \ `: \`.�\ `. / 1, - - - ,ate ,° ,� , \ \ \ \ ____ bt -- °L / / l . F l 160
138.80\\ \ \ - / 60 S 2. THIS MAP DOES NOT MEET G.S.47-30 REQUIREMENTS AND IS NOT FOR RECORDING.
i70.48 \ \ \ \ - \ \ \ so \ / 4
�\ x` oI coT y \ \ -� s \ I
----- \ \
i66.55 \ S 3. THIS PROPERTY IS 5U BJECT TO ANY AND ALL EASEMENTS, AGREEMENTS AND
RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT
RACK VISIBLE OR APPARENT AT THE TIME OF INSPECTION.
�\
) \ \`\ \ l ��• / s - ` \ \ \ \ \ \ S? \ \ 4. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE INVESTIGATION,
CA\\ \ _ I I THEREFORE, THIS MAP IS SUBJECT TO ANY AND ALL FACTS AN ACCURATE TITLE
\ INVESTIGATION MAY DISCLOSE.
CLEAN WATER \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ _ STORMWATER MANAGEMENT INFORMATION
DIVERSION BERM
THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE X. (ZONE X AREAS ARE
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AREA
I ° 12'X50' I I I I \ \ - \ \ \ \ \ �\ \ \ USABL SAIL AR A AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER
/ T 'X50' Y I I \ \ Q�@1 \ \ \ 5� s� �\ \ '1 \ \ 3710554400K, EFFECTIVE DATE NOVEMBER 16TH, 2018.
/ I I a \ t - -�� \ \ \ \ (PER PIEDMONT ENVIRONMI'zN`I`AL
CONSTR CTION r� !� sT \ \ \ \ \� \ \ \ \ \ ASSOCIATES, P.A.) 2. WATERSHED DATA:
ENTRAN E TOTAL EFFECTIVE AREA: 462,171 5F 10,fi1 ACRES
ST 1 \ \♦ \ \ \ !- 33,500 SQFT °
TEMPORARY 24" HDPE \ \ ° - \ \ \' \ \ \ - EXISTING BUA: 5,942 SF t7.136 ACRES (1.2$ lo)
PIPE UNDER DITCH \ \ � \sT F�>o � I - � \ \ \ \ \ � ,; \ \ ♦ \ \ \ � EXISTING BUA TO BE REMOVED: 5,942 SF 0.136 ACRES (1.29%)
GR0554N G {20 LF] , \ \ sF I -_ _ _ _ _ _ _ _ __ \ \ \ \ ♦ \ \ - \ PROPOSED BUILT UPON AREA: 103,617 SF 2.38 ACRES (22.4210)
I \ \ ST I - \ \ \ \ \ ♦\ \ \ TOTAL BUA: 103,617 SF 2.38ACRES (22.42%)
/ r PROP. 150 LF 15" HDPE I a -`` I - / - -560 _ \ \ \ \ \ ` \ \ ♦\ \
INV IN 581.5 I I I I I I \ \ �� �� \ I I r - / - - - - - - - \ \ \ \ \ �\ \ ♦� - - _ \ 3. ALL NECESSARY APPROVALS HAVE BEEN/ WILL BE OBTAINED FROM NCDEQ
INV OUT 572,5 �I I I \ G1104 \ ;\ \ �\ �\ I I ' \ \ \ \ \ - \
\ / / I I NCDOT 840.14 \ \ \ \ �;\ \ s� I I _ / /-------------------
TOP \ \ \ ♦\ \ AND U,S. ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE
r \ I '\ \ \ \ \ \ \ \ AND STREAM GROSSINGIDISTURBANGE WHERE APPLICABLE,
571.75 \ \ \ \\ \�� \ �� \ � I �I II / �� �`� � \ �� \ \ \ �.� \ � \
/ \ \ - / \ \ \ \. \ \ \ \♦ \ ♦ \ - WATERSHED DATA:
/ I \ INV OUT 567.45 I\\ \ \`. \ \ \ \ ♦ \ \
132.26�M) \ \ \ \ \\ \ `� \ `� sal / I ( \ \ \\ \ �`. \ \ \ \ \ ♦ \ \ Sj NON -WATER SUPPLY WATERSHED
/ l _ 9 15'00'W, 1�0 �FO�R) I I \ \ 1 \ 1°40 \ \ �� \ `� �sF - / I I I �i \ \ \ \ \`\\ \ \ ♦ \ RIVER BASIN: YADKIN-PEE-DEE
1 � O I \ \ \I 9 \ \ \\ \\\ \ \ \ SOIL TYPES: HeB, KkB, Tag, W
/ (D�. 3108, PG. 232 / I
\� ' \\ \\\O \ \ ♦ \ \
,�r; \ \ \ \ \ 9� \ \ \ \� 6y \ \ \ \ ♦\ - \ \ CONSTRUCTION SEQUENCE
/N I F I \ \ \ \ \ \r �jo \\ \ \ \ \ \ \ ♦ ♦ \ \ ♦ \ \ \ \ \ 1. CONTINUE FROM STAGE 1,
/Lj
� // / ^ II I \ I \ \ \ \ ` \\\\\ \ g �o� \ \ \ \ \�\ \ \ \ \ \ ♦♦ ` \\ \ \ 2. GRADL SITE TO SKIMMER SEDIMENT BASINS,
w
/�° �' I \ tt� I I I ` �\\ \ \ �\ 9ti� \ \ \ \ \ \ \ \ \ ` \ ♦ \ \ \ 3. INSTALL STORM STRUCTURES SHOWN WITH APPROPRIATE INLET AND
/ SKIMMER \ \ �\ \ \ \ �\ \ \ \ \♦� \ \ \ OUTLET PROTECTION. G1103 SHALL DISCHARGE INTO SKIMMER
SHED � \\ I� \ 1 SEDIMENT \\ \ \ \ \
BASIN 1 �`� \ \ \ \ \ \ \ \ SEDIMENT BASIN 41 UNTIL STAGE 3. CONTRACTOR SHALL INSPECT
\\ \ \ `� \ \ \ \\ \ \ \♦S� \ \ \ \ AND PROVIDE MAINTENANCE AS NECESSARY TO SEDIMENT TRAPS,
EXISTING 1 STORY METAL / I / / J WOOD N `\ ` I \ `� \ \ \ \`� \ \ \♦ \ \ \ \ FILL SLOPES CAN BE BUILT, AS INDICATED, AROUND SEDIMENT BASINS
BUILDING / I / / / / / BRID \`�\ \ \ \ \\\ \ �� \ \ \ \`� \ ♦ \ \ ♦ \ \ UNTIL AUTHORIZATION BY EROSION CONTROL INSPECTOR IS
/ �#08 / / PROP, HARDWARQ / / �\ \�;\ ` \ \ \\ \� �`� \ \ \ \`�\\ \ ♦ ♦\ \ GRANTED TO REMOVE TRAPS.
NCDOT 840.14 J \ \ \ \ \ \ \ \ \
� / /CLOTH &GRAVEL / / �
TOP 569,50� - �J I \ \ \ \ `� \ \ \ \� \ \ `♦ \ \ \
I / INLET PROTECTION (TYP.}`� \\ \ \ \ \ 4. INSTALL ALL OTHER UTILITIES ALONG HIGHWAY 24127 TO THE
PROP, POND \ \ \ \ \ BUILDING.
DIVERSI N ` \� p� I \ \ `\ \\ \ \ �\ \ \ \ \ 5. FOLLOWING THE COMPLETION OF UTILITY INSTALLATION, FINE GRADE
o / _ / / -1-__�� it BERM \\ \ \ \ \
INV:5ss.6 / / _� � _ _ \� \ �, \\ I\ \\ \ AND PROCEED WITH STABILIZATION OF SITE,
o �i: - PIPE i / PkOPQSEp 5> - - �\ ` \ \ \ \ \ \ \ \`�\ \ \ 6. INSTALL ALL PERMANENT SWALES AND MATTING AS INDICATED,
f �'!-">�'� BUR D / I \ \ ---> - \ \
BUILDING' - _ - >------_ __ 7. CONTACT EROSION CONTROL INSPECTOR TO REMOVE TEMPORARY
i t , FFE 573.50 --� ��"y \ '� \ \ \ \ \ \ `�� \ \ \ EROSION CONTROL DEVICES,
a / / / / \ \ -\` \ \ \ ��\ \� \ 8. PERIMETER SILT FENCE IS TO REMAIN IN PLACE AND BE MAINTAINED
/ 12�LEP / \ \ \ \ \
uj � B IED \ �\�, \ �\ \ � \\ \\ �� \ \ �� \ �� �v\\ \ \� \ \ � UNTIL SEDIMENT BASINS ARE FILLED AND FINAL GRADE 15
N / I / / / / / / / / / / \ \ \ \ - \ \ \ \ \�\`\ \ \\ �\ �\ \ \ �\ \ �\ \\ \ \ \ \ \ ESTABLISHED.
a INAGE
o�
\
\ 9. CONTINUE TO STAGE 3,// PERMANENT TNSKIMMLEASEMEI
M �SEDIMENT (D.B. 1290, PG. 254)
o
EROSION CONTROL MAINTENANCE PLAN
NCDOT838.60 H 44 \` �\ \ \
N I \ _ \�`\\ \ \\ \`� i �� /i j �i! \\\ > \ �� \ \ 1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICE FOR
/ TOP 572,54 - - YI201 CDOT 838.80 y
W O / / _ \ \� �\ \\ \` _-- - %i c 1 \� \\ \ \ \\ STABILITY AND FUNCTION EACH WEEK AND FOLLOWING EACH
0 o I I INV OUT 5fi$,54 - - CONTRACTOR TO - - NCDOT 840.04 _ - OP 567,04 \ \\ \! \ \ \\ _- _ _ - - - __�� �.r
o / / - - �, t \ \ ` \\ \`----__-- _ -_- _ _ = --f- _ _ __-- _ - - _ _ �\ \ RAINFALL EVENT.
REMOVE EX, TOP 570.41 AlV OUT 5 3. \ \,. \ --- --- _ _ � _ - - _ _ \
STRUCTURES _ INV IN 5fi5.1G
NV OUT 565.1 \ '- -- \ �� `�\ \ - - - - -'-- - -_ _ - - �� I ✓ \ �\ \ 2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN
�5+;py�'� \ ���y �� j I ) \ \\ \ ACCUMULATED VOLUME HAS REACHED 5tl°I° CAPACITY.
uj
\ `,\ �\ 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY
05 LF 3[]" HDPE °[# �•46°�'>' \ \ `` \ --'' - _ - -� o-o '� I \ S6. SEDIMENT FENCE WHEN DEPTH EXCEEDS APPROXIMATE 0.5'. REPAIR
169 LF 30" �IdPE Q 2.0010 - _ \ / ��� GW��'- i ' - - - - - __ # ♦ \ -- \ I \ \ \ S \ AND REPLACE SILT FENCE AS NECESSARY,
v� \ \ : _rod `� - -jam - - - _ - - _ _ - ����_-7�` w�- � 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY
- -
I W 2 - @i CB 208 \ _ - =..� �- - - - - - - - - �- IN-5s�s4- R §s9�7 - - - - - _ - - - - - AFTER CONSTRUCTION INCLUDING "CLEAN" WATER DIVERSION
\ - �R5zn.2 ------ _-
/ 44 ,; TOP 575,17 _ - - _ - $P- T 566 62 - �= �- - _- - -_ BERMS. RE-GRADEIREPAIR BERMS AS REQUIRED.
.E! E E NVG{ 56i. E - -- = =�-�-- - -- �! --{-- � -- - -- -�N- --- E_---
(� _ - - - - '-w - w w x' - - __ _ } - '�- -- -'------- _ _ � � -` -- - - - -- 57� - �` 5 CONTRACTOR SHALL APPOINT AN ON SITE AND MAINTAIN RECORD - �- - w w 1 w w "--�---------
IN - - - - --- HW17�''RCP =_=_ = -y��- -- -- / - S
PP =- _- = _- 1 40 W8.23- ------- - - - - c
°L - '� B OF INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE
CONCRETE °L i °L - -
- F 18$� - - - <4 30' C;&� GENERAL NPDES STORM WATER DISCHARGE PERMIT FOR
EX. HYDRANT TO REMAIN - - - - - - _ CONSTRUCTION ACTIVITIES,
\ ALBEMARLE ROAD (NC HWY 24- 27) \ PROP. _ So
DIVERSION - - T 6. TEMPORARY DIVERSION BERMS CAN BE ADJUSTED TO
° �� N -���
\ \ , BERM SA- - _ \ ACCOMMODATE GRADING ACTIVITIES.
41_ I
v 8. ALL DISTURBED AREA AND SLOPES SHALL BE STABILIZED WITH
- - TEMPORARY SEEDING AND MULCHING WITHIN 14 CALENDAR DAYS,
FOLLOWING THE COMPLETION OF ANY PHASE OF GRADING OR
PERIOD OF INACTIVITY. PERMANENT GROUND COVER SHALL BE
ESTABLISHED FOR ALL DISTURBED AREA WITH 14 CALENDAR DAYS,
FOLLOWING COMPLETING OF CONSTRUCTION, COMPLETION OF
GRADING, OR PERIOD OF INACTIVITY- PERMANENT SEEDING,
MULCHING, AND GROUND COVER SHALL BE APPLIED FOLLOWING THE
COMPLETION OF CONSTRUCTION. HIGH QUALITY WATER ZONES AND
PERIMETER DIKES, SWALES, DITCHES, AND SLOPES SHALL BE
STABILIZED WITH TEMPORARY SEEDING AND MULCHING WITHIN 7
CALENDAR DAYS.
40 0 20 40 80 160
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DRAWN BY : JRA
CHECKED BY: AG
DATE: 08/0512022
PROJECT NO.: 03003.003
REF. NO.: -
SCALE: 1" = 40'
0-53670
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