SW6240606_Plansheet - Grading/Drainage Plan_20240830

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GRADING NOTES BEEN COMPLETED \ 3:1 SLOPES AND SURROUNDED BY SILT FENCE. NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM:
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING _ . . _ ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS solutions
VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE �\
SITE - ���\� civil engineering I land surveying
FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED. UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A CROSS PLAN FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, \\\\\ \ 409ChicagoDrive,Suite112,Fayetteville,NC28306
SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL / 2010. TO! �� \\\` / office 910-426-6777 fax[phone] license number I C-2354
SLOPE NO STEEPER THAN 2% AND LONGITUDINAL SLOPE NO STEEPER THAN 5%. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF �
R P 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT DRAINAGE PATTERNS. \ \ > wwwADsitesolutions.com
GOON �/ ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE I 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO 1 TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, 1 \\\\
�RR�N F SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. J THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. 1, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM
�P ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER ) 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED„EEK THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION
�oL� ► / NEIGHBORING ROADS. ,j GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR / ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF
�� / 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE j PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY EQUAL SUBSTITUTE. EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS, PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. (/ 13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE BOX FOR ALL INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS D�8, STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH /_ STRUCTURES UNLESS OTHERWISE NOTED. PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: C,41?•
TOM STARLING RD / HTTPS://WWW.DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-AND- \ ��� �N•••• ••O�
RIP RAP DISSIPATER �� - "R / yf LAND-RESOURCES STORMWATER STORMWATER-PROGRAM NPDES-
> \ /
ro1�=T°�Toe w TEMPORARY SKIMMER BASIN #2 � / �� / / / � I 1 � I l \\� `�����FESS Q'/
l �� ✓ L=3' W=1'/3' \ L=60', W=30', D=3' \� _ CONSTRUCTION-PROGRAM •�' y
�/ �� toe- Dso=8" DYA,r-,2" `\\ ' SIDE SLOPES= 2:1 �\ _ _ ������ \ \ L \ \ .4 SEA •:
222� �� �� os%Tpe LIMITS OF CONSTRUCTION CLASS B 18" THICK TOP OF BASIN: 80.00' �� TEMPORARY SEDIMENT TRAP #3 �-"�i� jam%/ \ \ \\ \ 1027,,
(8.4 AC) SILT FENCE BOTTOM OF BASIN: 77.00' L=80', W=25', D=4.5' - �r���� ✓�� IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE FAYETTEVILLE REGIONAL \
SILT FENCING OUTLET f
foo ( ) ' 6' EMERGENCY SPILLWAY: 79.00' SIDE SLOPES= 2:1 /'' �- - J� �=v�-�����Fv� OFFICE AT [phone]. WZ
TYP .•G I EB.•:
0 . INVERT OF SKIMMER: 77,00' TOP OF BASIN: 75.00'
�r i 78 oo 1�� TEMPORARY SEDIMENT TRAP #4 RIP RAP LAST l I I /I SC
q0 �0) �a _ SIDE SLOPES OF BASIN ARE TO BOTTOM OF BASIN: 70.50' _ /� �� /`� �` 1 \\ 1 1 - // V T T
g ��
/ / y \ Jv�'- 0 % �� L=80', W=25', D=4.5' 50' OF DITCH `OC66.69
INDICATES`" �ao.ss NAG S75 MATTING ** BE SEEDED WITHIN SEVEN DAYS, 4' EMERGENCY SPILLWAY: 74.00' _ A44 Fw 1roe��j SIDE SLOPES= 2:1 D50=8"
NORTH HEIGHT OFF' �� STAPLE PATTERN D ATTACH A 1.5" FAIRCLOTH SKIMMER SIDE SLOPES OF BASIN ARE TO 73.81 / TOP OF BASIN: 78.00' RIP RAP DISSIPATER / \ \\\ / U
FOUNDATION 84.15 78 06 (OR EQUAL) WITH 1.0" ORIFICE FOR BE SEEDED WITHIN SEVEN DAYS. _��
�-/ BOTTOM OF BASIN: 73.50' \I l /
WALL (TYP) 3.5 DIV DIV \ DEWATERING THE SEDIMENT BASIN *INSTALL DITCH MATTING IMMEDIATELY ` DO;_ JO L=3' W=1'/3' ^ CA3 \ \\\ \\ ) ♦
01IG 82.2 DURING CONSTRUCTION. AFTER BASIN REMOVAL \ ) 4' EMERGENCY SPILLWAY: 77.00' O
J 82 & 2 � SIDE SLOPES OF BASIN ARE TODso=8" DYA7r,2"VICINITYqkPI �p '��/ l 250 o �,/ Z Z ^ 2\3 �0C, \ * BE SEEDED WITHIN SEVEN DAYS. I L CLASS B 18" THICK / \ \ \\\ �♦
84.15 1 \ DITCH 5 \ c) \\ \\\\ \\ REVISIONS
1 INSTALL DITCH MATTING IMMEDIATELY � �
NOT TO ALE _ TO BE REINFORCED /
AFTER BASIN REMOVAL
U /�- PAD 84.15 $� WITH NAG S75 MATTING A , DITCH 6
DIVERSION BERM -
-i TO BE SEEDED STAPLE PATTERN D \ ,
O TO BE REINFORCED ZONE AE 1
TEMPORARY SEDIMENT TRAP 1 / 2 �/V ��WITHIN 7 DAYS (TYP) r� IMMEDIATELY UPON aH n \ \ TEMPORARY SKIMMER BASIN 2
# - p� DITCH 4 D/ O _ N o STAPLE PATTERN DNG 1 �**100 �� Op^ L=80', W=35', D=3' # r
�� � F� Q � � \ CONSTRUCTION � WITH NAG S75
L=65', W=30', D=4.5' \ ri
SIDE SLOPES= 2:1 _ / .� /, 251 'S V \ 1 �s rn \ IMMEDIATELY UPON \ \ -OOl -�� -/ �+ SIDE SLOPES= 2:1
TOP OF BASIN: 83.00' ` / TO BE SEEDED \ \ DITCH 7 OOl TOP OF BASIN: 71.00'
/j �IIola e4 N WITHIN 7 DAYS D/V N CONSTRUCTION \
BOTTOM OF BASIN: 78.5' ��� //woe � / RIP RAP DISSIPATER O ` TO BE REINFORCED BOTTOM OF BASIN: 68.00'
DITCH 2 / 82 81.91 ,� L \ \ \ \ WITH NAG S75 MATTING
4' EMERGENCY SPILLWAY: E TO = F / 8 L=7.5' W=3.75' 8.8' 6' EMERGENCY SPILLWAY: 70.00' 1
TO BE REINFORCED �'� PAD 84.15 0 / x STAPLE PATTERN D
SIDE SLOPES OF BASIN ARE TO ^�+ 3.04 RIP RAP DISSIPATER Dw=8" DYA,r12-- " o '� 100 \ �' INVERT OF SKIMMER: 68.00'
BE SEEDED WITHIN SEVEN DAYS. /gym NAG S75 MATTING RIP RAP DISSIPATER 254 \ I IMMEDIATELY UPON '� SIDE SLOPES OF BASIN ARE TO l
* STAPLE PATTERN D L=7.5' W=3.75'/8.8' _ = O NA MATTING CLASS B 18" THICK \v 106
\ �a CONSTRUCTION
INSTALL DITCH MATTING IMMEDIATELY • oo L-7.5' W 3.75'/8.8' 82.34 83 --STAPLE PATTERN D- O� n BE SEEDED WITHIN SEVEN DAYS. \
AFTER BASIN REMOVAL IMMEDIATELY Dso=8" DYA7r12" Dso=8" DYA�r--12" /
F UPON CONSTRUCTION > 8 CLASS B 18" THICK a1 84 �� / Cl � O/ \ \ *INSTALAFDER BASINTIREMOVALDIATELY.1I
} / CLASS B 18" THICK O tF
77.79 .SILT FENCE ONE Alo INV 79.20 � 255 83.00 8 O) n o oo \ \\ gF RIP RAP DISSIPATER c **ATTACH A 1.5" FAIRCLOTH SKIMMER I
OUTLET _ � 82.66 PO-6 R/ 253 o O L=10' W=3.75'/11.3' .y J OR EQUAL WITH 1.0" ORIFICE FOR
Fp� -TOe� ♦� \\ RCp PO-9 79.00 �PO 1INV 200 00 Dso=10" DYAx=15" '00 (OR
THE SEDIMENT BASIN
�FO� 82.25 , 0 50% 15 8_8 INV 79.20 PAD 83.50 \ / \ s.2o c�F CLASS 1 22.5" THICK 70 _ DURING CONSTRUCTION.
0 047� p \-F PAD 83.80 PAD 83.25 4' 'ti 78.32 ` 2. I I \
D 11g 0 8287
I 256 Z ✓� U
o CI-5\ 83.65 / �\ ao.ss RIP RAP DISSIPATERS ��� \
- - ,� / \ O SILT FENCE \ \\ 1
o, 8� \ 82.47 \ �83.83 Q 2' L=7.5' W=3.75'/8.8 / � � PO-18 \ OUTLET �\ \
A \ c?PAD 83.00 Q v SF _ \ / \ \
249 x82.28 � � <u Q- Dso=8" DYA7�12" t� INV 68.60� � \\
\ \ 82.94 * 82.70 �, 257 CLASS B 18" THICK ' O 1 so
PAD 84.15 ip Q 2 ��
RIP RAP DISSIPATER PAD 83.95 82 47 JCI-3
8,.8a 83 26 0 2 5' 77.65 �� �� 80
/L=7.5' W=3.75' 8.8' ME Q ^ 77.9a INV 75.76 \ \
/ SE NT ��' �� 252 83 �43 '� �S ` I \�� 1
Dsa=8" DYA1l=,2" ORp\NpGE EP „ RCP 82.35 I \ / Q N PAD 82.65 79.zs 258 ��o ao.4o STAPLE PATTERN D \
• \ `v �a PO--15 -a so.61 \ 81 NAG S200 MATTING \ ' �\ \\\\\
CLASS B 18" THICK 20 15 0 ® ( s /_v 81 90 I 1 �\ \ \\
83.39 p 50% \ 82.35 } p \ I rV � 78.10 \ 79.98� `��\
LF I \ \ o c1 g3 82.60 - 83 _ 82.37 8LO-0 3' 1.5' L > \
�120 00 g4 .' o � \_ ���� � 82.09 O 80 79.25 /� 259 , � � \ `�o �s y � J
�g.2oP0-4 l \f8�A 2.76 _ 82.89 1 8 3 78.36 ��. \ /
` 1 \ Cps a2.�s� 82 82.65 PAD\5 /^ PROJECT NAME
- I 91? 12}00� - �-'� 13 \ 8,.77 81.72 �° ED
Cj
♦ M 248 \ �.>_ / +00 ^o PAD 81.90 ^ \ / \ r
CI-1 s2.s 24.50 LF @ 0.53% 15" CLASS V RCP CI-8 � `"`��� \(,` 82-/ 2.25 p PAD 81.65 _' �\ / ✓ 1 / I \
CHECK DAM■♦ � PAD 85.15 83.53 � � �\ CI-11 �� 82.25 4 � p
WITH WEIR
10 GS EpSEME T \ ` 1}00 / 82.54 \ 24.50 LF C� 0.53P \ \ o82 ® oo \\ VILLAGE AT
P 1 _ v 81�40 ry PAD 81.25 \ l
20 p?, 15, RCP. 83 oe ''� A .� 14fo \ / 1.90 N
83 CI-7 / 81.99 r Rp ` 81.,, 80.70 \80.17 \ \\\ \
DITCH 3 '�. ♦ 00 �F \ a2a9 \ ' DOUBLE 83 CI-10 Sp p q�q \�� / _ \\ ROCKFISH
TO BE REINFORCED WITH 94.57 1qa \ / a3��j( ) }^ / \ Ue�IC R/W� \�� ^ s,.o2 81.78
/\ I
NAG S75 MATTING }oo / /
STAPLE PATTERN D INV 80.10 9�j5 A0 a2 9a / 81.62�� 1S+oo \` 81 �� \ ` PHASE V
IMMEDIATELY 79 82 83.38 \ / - CI-17 �� ? f
UPON CONSTRUCTION '` ,� `�'C` PAD 85.15 + `"� / CI-14 /1
RIP RAP DISSIPATER O , o s3 6 ( ) so.71 \ 10o YF
247 0 84 24.50 LF @ 0.53% 15" CLASS IV RCP
DITCH , - = 83.39 1 - ��, a0.65 \ (VARIABLE LOT)
L-7.5' W-3.75' 8.8' DOUBLE 79.95
/ � 81.25 � cp
\ 79.36 262 \ j SILT FENCE\ \
TO BE REINFORCED WITH Dso=8" DYA�r-12" I 83.71 83.16 PAD 83.75 / \ O )
85 �� w oo ao.00 a ao.,a OUTLET ' \
NAG S75 MATTING CLASS B 18" THICK i \ 268 �I-13 16+ 79.72
STAPLE PATTERN D 83.75 \ O �/ PAD 81.45 79.40
CID
IMMEDIATELY UPON V �* PAD 83.95 267 \ 80
CONSTRUCTION
- PAD 83.45 \ 80.00
Y Y 82.87 / 81.91 `\ >O 80.38 m0
84 1 I PAD 84.75 82.90 266 PAD 82.95 \ ® .' 00 17+0o 1, 80.88
v v BEGIN TYPICAL I 1 79.72'`.`r J . 79.89 +21•�4 _ rl 5
,ROADWAY SECTION \ ` 82.79 83 6 N - _
1 82.41 82.20 > c'> ry � 81 79.86 C � \\
I 269 J 265 �- zu 79.36 � GRADING A N D
GROUND STABILIZATION CHART 1
w w w w w w 84� $ -_����Z� 82 9 w w w CI-16 / \\
SITE AREA STABILIZATION STABILIZATION TIME CA1 i i 2 u u u u -4 (DOUBLE) (b° EROSION
DESCRIPTION TIME FRAME FRAME EXCEPTIONS �' J' �\ CA2 ���
PERIMETER DIKES, w � � F 81 oG 263
SWALES, DITHCES 7 DAYS NONE ^ rL v SILT FENCE y W CONTROL PLAN
AND SLOPES y 6' SHOULDER � C) 1 \ � i ) y OUTLET SILT FENCE \ \ PAD 82.05 SOIL
m �` OUTLET y y y y y y y y y y y / �`� �a1 70 STOCKPILE �o
HIGH QUALITY WATER THROUGH WETLANDS - ^ �. r� /
7 DAYS NONE y y RIP RAP DISSIPATER y y y y y y y y y y y y y y y y y y y y y s1.95 / AREA
(HQW) ZONES J _/ S �1
w w Q �` l L=20' W=7.5' 22.5' w� y y �-
IF SLOPES ARE 10' OR I I U I Dw--10" DY-15" I� \ F�
SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE 3X54.00 LF @ 0.56% 18" CLASS V RCP I d 100 CLASS 1 22.5" THICK ~ s� �2 0> Y Fqs� CROSS-SLOPE
I C \ o F,y/ 2% MAX
THAN 3:1 NOT STEEPER THAN 2:1, I ' is 1 +c \v CONSTRUCTION SEQUENCE y FNT '� WITHIN EASEMENT
14 DAYS ARE ALLOWED 20' DRAINAGE EASEMENT
.l. INLET PROTECTION ,l, ,l, V�u, ,l, ,l, ,l, ,l, �,, 264 0 _
7-DAYS FOR SLOPES r` (TYP) " INV 81.90) �� N/F 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION \ \ ` 79.84 n CLIENT
SLOPES 3:1 OR �. INV 82.20 I PIPE 1 I v v v v v v v v v v w PAD 82.45
I
14 DAYS GREATER THAN 50 FEET CONFERENCE. / V \ SILT FENCE
FLATTER VILLAGE AT ROCKFISH
IN LENGTH �� ,` NCDOT 1 c� v v 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, TEMPORARY DIVERSION s OUTLET
NONE DRAINAGE O NCDOT - HOMEOWNERS ASSOCIATION, INC. `
BERMS, AND TEMPORARY SEDIMENT BASINS WHERE SPECIFIED.
w� �/ w r� o DRAINAGE u u u u u u TRACT 3 OF 1k 3. CLEAR AND GRUB THE SITE AS NEEDED. / J
ALL OTHER AREAS EASEMENT
(EXCEPT FOR - EASEMENT /\ DB 10212, PG 331 \ }
WITH SLOPES FLATTER 14 DAYS PERIMETERS AND y ( \� J" ��� PB 139, PG 145 �4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO REMAIN GRASSED. 0 / SIDS MILL
THAN 4:1 HQW ZONES I 1 6' SHOULDER �� l i i i 5. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. \81� \ e II
`l� I I 1_ U THROUGH WETLANDS �-� 6. INSTALL UTILITIES. ) �■■ /0 3s2
O �w - - w w .� �w �•7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. i ��■■ �k �� PROPERTIES, LLC
+ \ 8. PERFORM FINE GRADING. SSMH #10463
►� ���/ \ \11 / I o I �\ 1 1 �� 9. INSTALL AND PREPARE BASE COURSE. 82 r f� RIM 81.50
i� �■
� ■ w w w 1 `, w �m W W �10. PAVE ROADWAYS. y 80.57 F INV 60.12
■JC� '1 *CONTRACTOR TO VERIFY LOCATION �� �L ��. u i 11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. ���0�\ ' i i\ i ✓ INV 60.14
■ c� - \ 12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY MEASURES.
'\ �- & DEPTH OF EXISTING WATER LINE
1 �/ - ` *13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS � � V\1_ \11 � }�
EN�LEGEND: \�- PRIOR TO INSTALLATION OF PROPOSED \ \ - I WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. OUTLET FEN
CE
�l
O ENL-EXISTING NAIL .� - WATER LINE J \ `� \ ^ 14. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL STORMWATER PERMIT FOR
EReO ERB-EXISTING REBAR �\ 87 , `/ _ CONSTRUCTION ACTIVITIES MUST BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF 8000 Corporate Center Drive
° COMPUTED POINT I� ~ TERMINATION (NOT). THE NOT IS AVAILABLE AT: < �� , J O
N/F NOW OR FORMERLY I TEMPORARY -� r HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCGO1-TERMINATION. PLEASE NOTE THAT THE CLOSE \l , L o Charlotte, North Carolina 28226
CI #1005n CONSTRUCTION Q OUT INSPECTION REPORT MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE OF C 55 Phone: 7
ENTRANCE J I MH #10058 TERMINATION PROCESS. \ J / / �/'�J �'��= =\ �\ < f - ( 04) 877-1178
R/W - RIGHT OF WAY TIC 82 1 RIM 86.32 Jr / / \
PROPERTY LINE INV IN 82 iELF 75.86 -� /L I I( 1. I e
INV OUT 8: `
ADJACENT PROPERTY LINE 86 V IN 75.37 / � �
RIGHT-OF-WAY 20' DRAINAGE EASEMENT I 1 #10020 7. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET 1 _ \T E PROJECT INFORMATION
PB 139, PG 145 1 -C 86.51 EROSION CONTROL NOTES FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE _ 1' S SO<
- - - - CREEK - 0C I JV 83.18 CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION T ` /
PERMANENT EASEMENT o '� 'r 1. ALL EROSION CONTROL MEASURES REQUIRED FOR THIS SITE STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, ACTIVITIES.
I ARE TEMPORARY UNLESS OTHERWISE SPECIFIED. RIP RAP OR OTHER MEANS. CONTROL EROSION FROM ALL 13. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE O DESIGNED BY: CALEB
-roe-roe- TOP OF BANK z
APRONS ARE PERMANENT. STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
WETLANDS CID
I 2. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES PERFORMING WORK ON THIS PROJECT. , DRAWN BY: CALEB
500 YEAR FLOOD ZONE L I MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. MUST BE NO LESS THAN FIVE FEET FROM THE 14. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
1 SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP DRAINAGE GUTTER LINE AND SHALL BE COVERED IF LEFT CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY CHECKED BY: SCOTT
a r 100 YEAR FLOOD ZONE 1
N AND INLET PROTECTION DEVICES WHEN THE STORAGE MORE THAN 24 HOURS. RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN
N FLOODWAY ��-� I I >�-� CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL 8. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE ® PROJECT NUMBER: 2050
TREE LINE 175 / �. 1178) WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
N '-' 1 '-' NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE DRAINAGE AREA HAS BEEN STABILIZED. INSPECT 15. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
so MAJOR CONTOUR N/F 1 I N/F REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON SLOPES AND FILLS SHALL BE NO GREATER THAN THE
81 MINOR CONTOUR BRIAN C DUTTON & SPOUSE, BARRY LAMONT CLARK & WIFE, BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR O
° I I- 3 I KYDRA MANUEL CLARK ��'� DRAWING SCALE
x 82.28' SPOT ELEVATION MELANIE ANN MCDONALD LLJ FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A ROTTED EROSION CONTROL DEVICES IMMEDIATELY. OTHER ADEQUATE EROSION CONTROL DEVICES OR 2
o6 DB 10408, PG 70 Lu o- 1 DB 10291, PG 707 179 i PROPER BARRIER. 9. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, ' O
BENCHMARK PB 139, PG 145 1 <Y PB 139, PG 145 -' 3. TEMPORARY EROSION CONTROL FACILITIES AND/OR AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY Know what's below.
❑T TELEPHONE PEDESTAL 1 � m I N/F PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF DENUDED AREAS IN WHICH GRADING OR SITE BUILDING PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED Call before \,OU dl z" HORIZONTAL: 1 -40
a w WATER VALVE SON J a ANTHONY THOMPSON AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES 7
z ON Q 1 11 SPOUSE, BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
AFIRE HYDRANT U o I TIANA THOMPSON OR AT THE EARLIEST POSSIBLE POINT DURING WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
o tiYa 321 DB 10546, PG 843 CONSTRUCTION. CONTROL MATTING, AND/OR SODDING AND STAKING IN PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
0 WATER METER DATE RELEASED
o
® CATCH BASIN 15 PB 139, PG 145 4. TEMSHALLL BE CONSTRUCTEDORARY & NPERRTTHE0DETAILS CONTROL MEASURES GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MUST BE ACCOMPLISHED FOR
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON 90 CALENDAR DAYS FOLLOWING LCOMPLETION OFL DISTURBED GRAPHIC
WITHIN GRAPHIC SCALE
SANITARY SEWER MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH AREAS TO BE PAVED. CONSTRUCTION OR DEVELOPMENT. MAY 6 2024
TBM/ \ CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND 10. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL 16. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION 40 0 20 40 80 160
WETLANDS ___L__ __ �� 4D PK NAIL #2 \� I_ DESIGN MANUAL. DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE CONTROL MEASURES SHOWN AND ANY ADDITIONAL
ASPHALT N 437,072.124 -- -- - -- -- 5. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ FINAL STABILIZATION AND PERMANENT VEGETATION HAS MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
9 E 2,042,230.813 OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ THE COURSE OF CONSTRUCTION.
GRAVEL ELEV 88.37 LAND DISTURBING ACTIVITIES. 910-433-3300 APPROVE THE ACTION PRIOR TO REMOVAL. 17. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NC GRID NAD 83 SHEET NUMBER
Ir 6. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR 11. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED NECESSARY, AND MULCHED ACCORDING TO THE DETAILS ( IN FEET )
-Loc-roc- LIMITS OF CONSTRUCTION HARRINGTON ROAD (SR 4536) AVD 8 OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION HEREIN.
-SF -SF - SILT FENCE LINE 50' PUBLIC R/W NAVD 88 PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS ACTIVITY. 18. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT 1 inch = 40 ft.
IN
0INLET PROTECTION WHEN TRACKING OCCURS. 12. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL ARISE ON SITE IS JIMMY RAY. CONTACT 704-877-1178.
2_ C -3mO
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1 -800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED