SW6230603_Plansheet - C3.0 - GRADING AND EROSION CONTROL PLAN_20240201

GRADING NOTES NOTIFICATION OF COMBINED SELF-MONITORING AND 4Dsite
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SELF-INSPECTION FORM:
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN SOlL1tiO1'LS
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR CONTROL CORNER civil engineering land surveying
GRADE OF THE CURB, UNLESS OTHERWISE NOTED. LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH EXISTING IRON PIPE 409 Chicago Drive,Suite 112,Fayetteville,INC 28306
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED GPS COORDNIATES EIR office1910-426-6777 fax[phone] license number I C-2354
❑ SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND EROSION AND SEDIMENTATION CONTROL PLAN IS BEING NC NAD 83-2011 0 wwwADsitesolutions.com
*SITE LONGITUDINAL SLOPE NO STEEPER THAN 5%. FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE N: 474,030.50'
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. E: 1,870,402.09'
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
SR 1225 (ASHEMONT RD) WITH THE APPROVED EROSION AND SEDIMENTATION TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR
-o MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY DEVELOPED A COMBINED FORM. THE SELF-INSPECTION
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING CARz
0 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PROGRAM OF THE NPDES STORMWATER PERMIT FOR ���'(N••...• 9� ///
�3o PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, CONSTRUCTION ACTIVITIES. THE FOCUS OF THE ��NN
pQ;.•kES$/0.•�2//%
`Z2 AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL SELF-INSPECTION REPORT IS THE INSTALLATION AND S 4 O
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND I MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL '4�
' HAS BEEN COMPLETED I MEASURES ACCORDING TO THE APPROVED PLAN. THE _ SEA _
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 0274
3 CONTRACTOR AND THE OWNER TO PROTECT ADJACENT I THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND �
= PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING I COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR I HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSI ON '//�SCOTT••g� �````
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN NIF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
NORTH6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE 433-3300. (J (J
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
VICINITY MAP PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE PP PLANS.
I CONSTRUCTION SEQUENCE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION. I 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD REVISIONS
NOT TO SCALE 7• ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH I PRE CONSTRUCTION CONFERENCE.
DURING AND AFTER GRADING BY THE CONTRACTOR TO 2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY SILT
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT I FENCE WHERE SPECIFIED.
IS DETERMINED THAT THERE IS A SLOPE STABILITY 3. CONSTRUCT INFILTRATION BASIN.
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. - 4. CLEAR AND GRUB THE SITE AS NEEDED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT �� 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO
LEGEND: SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED AREAS REMAIN GRASSED.
EIR 0 EIR-EXISTING IRON ROD BY SILT FENCE. \ I 6. INSTALL UTILITIES.
SIR O SIR-SET IRON ROD 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL �� 7. PERFORM FINE GRADING.
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS - / I 8. INSTALL AND PREPARE BASE COURSE.
a COMPUTED POINT IN PROGRESS. - /F 9. PAVE ROADWAYS AND PARKING LOTS.
N/F - NOW OR FORMERLY 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE I / / 'I I PIN:584770001010 10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
R/W - RIGHT OF WAY SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN I - JOHNNIE TUCKER 11. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO ALL TEMPORARY MEASURES.
PROPERTY LINE HANDLE THE STORM WATER ARE CONSTRUCTED. THE / I EIR � 12. COMPLETE EXCAVATION OF THE INFILTRATION BASIN AND
-OPT- - - OLD PROPERTY LINE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE _ / O RESHAPE TO DESIGN DIMENSIONS.
TIE LINE 11DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. I 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS
. ANY DEVIATION FROM THE APPROVED GRADING PLAN ' / n I OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING
-- RIGHT-OF-WAY \�E s0<UT SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR I ,36� / 'I - I / \ TO THE NCDEQ EROSION CONTROL MANUAL.
- SETBACK LINE
COiO TO IMPLEMENTATION OF THE CHANGE.11
- - - - 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR -
So STORM DRAINAGE T MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 -
w WATER LINE TEMPORARY EROSION CONTROL BLANKET OR EQUAL
// OVERHEAD UTILITY SUBSTITUTE. O SIR
TREE LINE _ -
55 MAJOR CONTOUR / I
54 MINOR CONTOUR
I ' 01 / /
x 65.46' SPOT ELEVATION o I 3s3 �0p1 :P: , CC
48 23
M
BENCHMARK I = �� 361__= O0� W 29315. /
pp UTILITY POLE o _I !/ ice- _ 00l PROJECT IS LOCATED IN HOW. ALL GROUND STABILIZATION
' p i 3 00 / TIME FRAMES ARE 7 DAYS.
0 BORROW AREA TO WASTE z c� i/ -
OOP
C GUY WIRE o TEMPORARY C .ECK i�,� 360 TOPSOIL �DO1
DAM (TYP) v/ �+4Z� __ PROJECT NAME
z �0� �/ 36A -3s1 36� 358 NAG S75 EC 001
I / l / "`O/ 357.21 _ MATTING OR EQUAL 1
70 V
l OO SIR
•�' �i- / l 358� 357.04 35 ��� SF
EROSION CONTROL NOTES I 35�356.76 356.88 357.27 8 SF
S • 357.88 ® 356.96, '�'��C ABERDEEN
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE I •� / 356.58 EP •^ � j I
C 357.35 INV: 354.75'�- /
AND FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED �� � � 356.81 �����3 57�� 356.00 �
FROM INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS / p "'I 35TN46 - \I0 � d - US 15m501
BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR 1-/ 357.77 SD ,� A10 /
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. / ! I� / ' 357.46 TW
I 357.62 -357- SD 356 =
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN 7/ M I 356.78 53 6.96 ' ,� GROUND STABILIZATION CHART
IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE I / EP ** INV: 353,
WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. 1 357.61 COORDINATE DOWNSPOUT LOCATIONS � I o SITE AREA STABILIZATION STABILIZATION TIME DOLLAR
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT I I / 1 TW 357.77 WITH ARCHITECTURAL PLANS. CONNECT 357.77 DESCRIPTION TIME FRAME FRAME EXCEPTIONS
FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE I / rn I h 1 �357.16 DOWNSPOUTS TO 10 PVC. M OPERATION SHALL BE INSTALLED BEFORE ANY EARTH DISTURBANCE r o0 1 M PERIMETER DIKES,
1 EP 304.2 LF OF I SWALES, DITHCES 7 DAYS NONE
OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING o 001 I 1 10" PVC AND SLOPES GENERAL
CONSTRUCTION. n / I 357.61 o r\ HIGH QUALITY WATER
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE pi 357.16 TW PROPOSED ; 0 7 DAYS NONE
CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN I I 356.78 EP 357.77 BUILDING (140'X76') co (HQW) ZONES
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT I 357.46 10,640 SF M w IF SLOPES ARE 10' OR
7 DAYS
CONTROL PLANNING AND DESIGN MANUAL. r I / I TW 357.77 FIFE: 357.77' I in SLOPES STEEPER LESS IN LENGTH AND ARE
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A o I I -356.96 N l > THAN 3:1 NOT STEEPER THAN 2:1,
MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING I n n 57.35 356.84 EP 357.62 I I o w N 14 DAYS ARE ALLOWED
ACTIVITIES. 910-433-3300 I 1 c0 7-DAYS FOR SLOPES
INV: i58.19' 77 O SLOPES 3
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED I 357. :1 OR
64 LF OF 18" N, 0 357.46 M Z 14 DAYS GREATER THAN 50 FEET
ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON r M/C I o 1 TW / FLATTER IN LENGTH
A DAILY BASIS WHEN TRACKING OCCURS. CL V RCP C I/ U) 357.62 TEMPORARY DIVERSION
p 0,92% o 64 356.66 357.77 I > NONE
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET FROM ANY to 359.57 356.96 357.56 o w BERM. TO BE SEEDED ALL OTHER AREAS (EXCEPT FOR GRADING AND
PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING I C 3 CEP\357.56 357.06 TW 357.62 357.77 357.27 v� WITHIN 7 DAYS WITH SLOPES FLATTER 14 DAYS PERIMETERS AND
FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY THAN 4:1
VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM N TW EP' 357 _ I HQW ZONES)
ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. I p C o CC14 g9)0 358.81 I _ EROSION
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO n m ��� o I 357.06 >
Oc Oct ��o M EP 357.56
LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE o o I 357.72 w TEMPORARY SILT
COVERED IF LEFT MORE THAN 24 HOURS. I �� M TW/EP I CONTROL PLAN
O O O C / 11 I FENCE (TYP)
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN Go O O o0o M�
PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.
INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A o 0 0 ` 358.77/ / 3s� ho > N81°35'32"W 25.00'
DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED TEMPORARY CONSTRUCTION �o C O hM o w
EROSION CONTROL DEVICES IMMEDIATELY. ENTRANCE c sJ 1 355.61'355.84 M N
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH I 1 355.72 0
HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH I r M / J
GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT n 355.60 o INV: 357.60' 3 5.98 356.17
\
ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND I RIP RAP DISSIPATER o i / 356.17 p �s REMAINING PORTION OF
RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION L=9' W=4.5'/10.5' \ �� -355 I ' \ PIN: 584770001224 CLIENT
CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACE D50=8" DMAX=12" 4 ( ' I 35 .81 I � \ THOMAS & JENNIE SPARKS,
AREAS AND OTHERWISE APPROPRIATE MEASURES. USE EARLY CLASS B 18" THICK r '1 1 / 354.61 355.38 - 353 M / w BRYAN K SPARKS, &
APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. o \ ®®� �' A rn LINDA S POPE
�
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER /n � 470 �
INV: _348.00' I D.B. 1418, PG. 40 RHETSON
THE PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND REMOVE DRIVE PIPE & __ 355 l� 350 I
PERMANENT VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED CONTINUE ROAD DITCH GATE W/ T --------- 353 349 -
THAT NCDEQ APPROVE THE ACTION PRIOR TO REMOVAL. r 3 FENCE POSTS 353.30 \�gSg. - 347 348 - N COMPANIES, INC.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY
WITH THE INITIATION OF CONSTRUCTION ACTIVITY. B-7 BORE O 1 TBM GRASSED SWALE # O 3S I
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE DISK R/W NAG SC150 BN EC 2 x INV: 346.30'
NCDOT I
\ \
PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. NC NAD 83-2011 MON MATTING OR EQUAL '1/ 348.96
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND N: 473,581.85' 8 tOC O
PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS / STAPLE D/
\ M
PROJECT. E: 1,869,956.75' '0l`
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR EI: 358.33' / I PROPOSED SEPTIC FIELD. O�- ' N
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING DO NOT GRADE OR USE M I I o 2075 Juniper Lake Road
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED I / AREA FOR CONSTRUCTION / INFILTRATION ^ West End, North Carolina 27376
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS / I TRAFFIC TEMPORARY DIVERSION 1 w
DESIGNED. BASIN #1
BERM. TO BE SEEDED ; / N W Phone: [phone]
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND n WITHIN 7 DAYS I N
FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED / / co / 15' CONCRETE EMERGENCY M N PERMANENT INFILTRATION BASIN-1
BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES SPILLWAY I co HIGH WATER: 347.91' (100 YR)
OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 5� I ELEV: 347.80' Z 347.51' (10 YR)
OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, o / r N
BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT �/ o / SEE DETAIL FOR 1' LOW I 346.67' (1 YR)
GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN n / FLOW CONTROL TOP OF BASIN: 348.80' PROJECT INFORMATION
EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT a C C INVERT OF BASIN: 346.30'
GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED I I BSI EMERGENCY SPILLWAY: 347.80'
N FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR LIMITS OF CONSTRUCTION / BTM. 346.30, N INFILTRATION RATE: 0.1 IN/HR DESIGNED BY: BRETT
N DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF I SHWT: 342.58'
2.4 AC DRAWN BY: BRETT
c CONSTRUCTION DEVELOPMENT. -348 _
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL I TOP" 348.80 EROSIONINFILTRATCONTROLION NMEASURE IS TO ETHROUGH USED S AN CHECKED BY: SCOTT
MEASURES SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO
m CONTROL THE SEDIMENT DURING THE COURSE OF CONSTRUCTION. 347 CONSTRUCTION THEN CONVERTED TO AN
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND / I S79'4824„ l- INFILTRATION BASIN UPON STABILIZATION PROJECT NUMBER: 1938
3 MULCHED ACCORDING TO THE DETAILS HEREIN. I E 318.Ig OF THE SITE.
z 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON I I
U) SITE IS MATT WILLIAMS. CONTACT 910-944-0881. EXCAVATE TO A DEPTH OF 346.80' FOR THE
o w BASIN. AFTER SITE IS STABILIZED DRAWING SCALE
O F IFF N EXCAVATE TO ELEV: 346.30' AND CONVERT
*DO NOT COMPACT THE BOTTOM THE BASIN TO THE FINAL DESIGN
o p Pq OF THE BASIN. NO MECHANICAL FOR THE INFILTRATION BASIN. HORIZONTAL: 1"=30'
b , 1 EQUIPMENT SHALL BE USED
Uo I ALONG BASIN BOTTOM.
**CONTRACTOR IS RESPONSIBLE FOR
® I O NFIO TIDING RATIONOST TESTINGSTRCTION
ATUBOTTOM DATE RELEASED
= U OF BASIN. TWO TESTS MINIMUM.
J ***SIDE SLOPES OF BASIN ARE 3:1 GRAPHIC SCALE
_ FROM THE TOP OF BASIN TO THE **IF THE INFILTRATION BASIN DOES NOT DRAIN DURING CONSTRUCTION, USE FEBRUARY 1, 2024
INVERT OF THE BASIN AND ARE TO A SILT BAG TO PUMP OUT THE BASIN. 30 0 is 30 60 120
BE SEEDED WITHIN 7 DAYS.
Know what's below. 1111
a
CaII before you dig. I ( IN FEET )
s SHEET NUMBER
1 inch = 30 ft.
N 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