NCC243684_Site Plan or Location Map (2)_20241218

EROSION CONTROL NOTES
GRADING NOTES
q 1. ALL EROSION CONTROL MEASURES REQUIRED FOR THIS SITE ARE TEMPORARY UNLESS OTHERWISE SPECIFIED. 1. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE
L1ie 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL I
a 3. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. M E S
CONSTRUCTION. 2. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER w
4. TEMPORARY&PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED SERVICE!
5. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 3. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND
. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING OCCURS. UTILITIES DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES,
7. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN 5624T0by Place Road,Stedman,NC 28391
GR ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW ORice 1910-2295814/License Number 1 P-2756
Qy9�' �� y T ' 3. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY. STRUCTURES CAUSED BY HIS OPERATION. # ♦
9. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING 5. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF CLIENT
49 WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE ENGINEER OF
F'k' 10.D0 NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ APPROVE THE ACTION PRIOR TO REMOVAL. RECORD SHOULD BE NOTIFIED. Grand c. 499 11.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ACTIVITY. 6. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. G raI Visions
IS
y- 12.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TARE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. 7. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
8. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE
U' ,49� G 13.THE EROSION
SHALL BE HELD RESPONSIBLE CTE FOR ILL ACTIONS AND O PERFORMANCE OF ANY OTHER PARTIES IGEVE PERFORMING WORK ON THIS PROJECT.G Investments, L L C
0e , 19.ALL EROSIOA 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 NATURAL DAMIGEGE ENTIL FSTIUITINS TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE
y9 PRACTICES AS DESIGNED. FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
C''T 15.PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, 9. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 1-3A-57(3), PROVISIONS OF THE CHANGE.
ONION 10.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN 575 TEMPORARY
cyppEL /////\\\\\\ FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE.
Au !� V 16.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF CONSTRUCTION.
17.ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. 17117 Highway 17 N
18.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAI ARISE ON SITE IS TRAVIS HOLDER. CONTACT 910-520-8905. Hampstead,North Carolina 28443
• Phone:[phone]
VICINITY MAP Email:
. [e-mail]
NOT TO SCALE \ •
LEGEND:
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N/F-NOW OR FORMERLY \ PROJECT
R/W-RIGHT OF WAY \ -39
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PROPERTY LINE
- - -ADJACENT PROPERTY LINE \ \ SUBDIVISION
RIGHT-OF-WAY
SETBACK LINE \\ ro
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// OVERHEAD UTILITY
PERMANENT EASEMENT \ \
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CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD
PRE-CONSTRUCTION CONFERENCE. \ \ _
2. INSTALL STONE CONSTRUCTION ENTRANCE d TEMPORARY SILT - --
FENCE WHERE SPECIFIED. \ .\.
3. CLEAR AND GRUB THE SITE AS NEEDED. 35 \ j
4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO
AREAS TO REMAIN GRASSED. \ \ \ I I
5. PERFORM FINE GRADING. \ \ \ \ _ 1 \I
6. INSTALL AND PREPARE BASE COURSE. ,
7. PAVE ROADWAYS. \ \ \ \
S. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED \ \
AREAS.
9. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
10.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS \ \ \ \ v
OUTLINED IN THE DETAILS WITHIN THE PLANS AND •' �_
ACCORDING TO THE NODES EROSION CONTROL MANUAL. _ \ rM -S l00 \ EEC
11.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL A SF L~��y*�I \ LIMITS OF CONSTRUCTION:0.52 AC
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MOST BE \ 2I- ,� \\\ \ �s *ALL�OVEBUILDING
ROAD GRADE ELEVATIONS
FRONTAGE GE
REQUESTED BY THE PERMITTEE VIA A NOTICE OF z \ 29 \ \ 1' D 0 A II
TERMINATION (NOT). THE NOT IS NVAILABLE AT: 4 26.20 - - - _ - - - - - - I OJ
HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. "' ' .-27 26 96.56 (Kz -'� \ J
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT MUST Sr jc,/ j591 -C - - - - - - - - -_ -- TEMPORARY
BE UPLOADED AS PART OF COMPLETING THE NOTICE OF �+ O �\ \ _ ---- - - - _ �/ CONSTRUCTION 14
TERMINATION PROCESS. L.' / <N,....„.......
- F-4� - - - -- - - - 0 ENTRANCE PROFESSIONAL CERTIFICATION
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7 DAYS NONE / - - - - - - OOl-Ol-JOl 001 JOl 0 055 %/.��/%
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HIGH QUALITY WATER IF SLOPES ARE 10' OR \ \ „.� / \ / (-- I �- - ' I I � `t`f,-
(HOW) ZONES \ / / \\� zs 25.91 vfi 56 2'Oa 0 / Ol-ODl-ODl-OOl OOl-SOT-0- - -
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SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE \ 262�0 ^ EXISTING SWALES TO NOT BE DISTURBED - SILT FENCE I U6.00 "�� 1\\\
THAN 3:1 NOT STEEPER THAN 2:1, '� 2 j5 1 O ' t`/ K• \\\\\
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14 DAYS ARE ALLOWED \ "ter�500� 0 I I I.1•3'.2�
SLOPES 3:1 OR 7-DAYS FOR SLOPES \ \ \ AND CONVEY RUNOFF THE SAME AS PRE DESIGN V
14 DAYS GREATER THAN 50 FEET / �_ \ - \ I /
FLATTER IN LENGTH \ /X\ \ / \ \ I I +
ALL OTHER AREAS SOME -' / \ _ \ I PROJECT INFORMATION
(EXCEPT FOR
WITH SLOPES FLATTER 14 DAYS PERIMETERS AND \�5 \ \
THAN 9:1 HOW ZONES) \ / / I \ \ \ \ \ \ i [PROJECT NUMBER 12 )11I
*EOH000 6 TOPOGRAPHY NOTE
x WERE TAKEN FROM / \ I I [DESIGNED BY BPB J
BOUNDARY INFORMATION 6 TOPOGRAPHY
THEM1123 DESIGNx NEBx II
- -TON L.WAYNE, Ls ocENA 2e403 \ / / \ [DRAWN BY BPB
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SURR000 04TE:PROJECT eAPRIL 2,2024 BASE.DWG / i, j \\ O O \\ O O I [REVIEWED BY WKM ) �a
*GENERAL NOTES 4*R u� m
1. BEARINGS FOR THIS MAP ARE 2. PROPERTY IS ZONED("BA"(RURAL AG RNC ALIRIU N 0R3)3UEE). aP j \ I I \
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3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS i t."
4. UNITS APE ss OTHERWISE NOTED. OTHERWISE Norco. 94 O \ \ \ RELEASE DATE
6.5. AREA
COORDINATE AT PROPERTY o BE LOCATED
ti°/ \
e wZIxx20 INSURANCE RATE MAP \ a
0720228600,EFFECTIVE
7. WNRMINED BY GRAPHIC PLOTTING, saFGANY,HAVECBEENTLOE S O FROM vv '6
V OCTOBER 31,2024
MAKES NO GUARANTEE THAT THE UTILITIES SHOM COMPRISE AIL SUCH UTILITIES IN THE \ a
R. PHYSICALLY LOCATED THE. UNDERGROUND
VISIONS INVESTMENTS,ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.LLc a SURVEYOR HAS NOT ARE \ z AREA,EITHER IN SERVICE OR ABANDONED,OR THAT THE UNDERGROUND UTILITIES SHOWN IN THE EXACT LOCATION INDICATED.HE DOES CERTIFY THAT THEY ARE LOCATED AS \ I I ♦ ♦g
V I DRAWING SCALE �N
17117 US HWY 17 N
9AMP x 0,N 2844 HORIZONTAL:1"=30'
COUNTY07 00 9539 000011. MAP AND DEED �10. TOTAL SITE AREA: 2287
0'/x0 0599 0000 ZZO'/70"Z6 0000,2203 i0 35B&6 0000, \
I 6g5� 2 0000, 6 e'/ B 21 0000 \ \
RE PER THE SENDER COUNTY REGISTRY. ..
FROST:30 REAR:30. SETBACKS SHOWN ARE 5 SOON.15 SORE 000450 15 \ \ \ I I % ±3
\ \ \ I SHEET NAME
\i . p NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FOAM: \ \ . \ GRADING &
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT -- AI R
PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER I \ - E' `O S I O N =
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND I I
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE I \ I I CONTROL PLAN 1
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
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TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES I
\\ ,1 �p'5
97 SELF-MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE
iSELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM
OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE I I 11a
SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION ANDF L SHEET NUMBER
U SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE CRABTREE COVE \ \ 8
2 INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND I PB 27, PG 16 \
CONE-SEED TNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE I G 3
GRAPHIC SCALE ACCESSED AT: HTTPS://WWW.DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY MINERAL-AND- \ I I a
LAND-RESOURCES/STORIHWATER/STORNIWATER-PROGRAM/N PEE$- ` \ \ ______..... ---- ----_ d
0 CONSTRUCTION-PROGRAM �_`
90 0 ,z , 00 1: (5) \ (7) \ \
0 1inch=30 R. IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE 1 6 I - ,SSA
WILMINGTON REGIONAL OFFICE AT [phone]. \\ ' 5