SW6240105_Plansheet - Grading/Drainage Plan_20240424

sp ♦ \ ♦ NOTIFICATION OF COMBINED SELF-MONITORING AND EROSION CONTROL NOTES WHEN TRACKING OCCURS. ACTIVITIES.
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♦ SELF-INSPECTION FORM: 8. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET 14. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE solutions
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w TBM \ **ALL EASEMENTS AND COMMON AREAS OUTSIDE THE RIGHTS-OF-WAY ARE NOT 1. WHERE AN EROSION CONTROL BASIN INTERSECTS WITH A FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
4D DISK #1 \ THE RESPONSIBILITY OF NCDOT AND ARE TO BE MAINTAINED BY OTHERS. IT IS THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN SWALE OR DITCH, THE SWALE OR DITCH MUST BE LINED CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, PERFORMING WORK ON THIS PROJECT.
Y N 598,916.637 ♦ THE RESPONSIBILITY OF THE DEVELOPER TO ESTABLISH A HOME OWNERS 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR WITH THE SPECIFIED EROSION CONTROL MATTING STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, 15. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE civil engineering land surveying
o E 2,038,329.607 ♦` \ ASSOCIATION (HOA) OR OTHER PROTOCOL FOR FUTURE MAINTENANCE AND LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH IMMEDIATELY UPON REMOVAL OF THE BASIN. OR OTHER MEANS. CONTROL EROSION FROM ALL CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
ELEV 245.83 \ REPLACEMENT OF DRAINAGE STRUCTURES AND FEATURES INSIDE THESE PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED 2. ALL EROSION CONTROL MEASURES REQUIRED FOR THIS SITE STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN office 910-426-6777 fax[phone] license number I C-2354
NC GRID NAD 83 \ EASEMENTS. EROSION AND SEDIMENTATION CONTROL PLAN IS BEING ARE TEMPORARY UNLESS OTHERWISE SPECIFIED. RIP RAP TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE wwwADsitesolutions.com
MCDOUGALD ROAD (2011) \♦ \ FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE APRONS ARE PERMANENT. MUST BE NO LESS THAN FIVE FEET FROM THE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
NAVD \ \ INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. 3. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT 16. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
\ \ MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. MORE THAN 24 HOURS. SLOPES AND FILLS SHALL BE NO GREATER THAN THE
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP 9. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
\ \ AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR AND INLET PROTECTION DEVICES WHEN THE STORAGE CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING OTHER ADEQUATE EROSION CONTROL DEVICES OR
SITE DEVELOPED A COMBINED FORM. THE SELF-INSPECTION CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL DRAINAGE AREA HAS BEEN STABILIZED. INSPECT STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
\ \ SEPARATEPROGRAM IS S BE PROGRAM OF THE NPDES TO MWA WEEKLY SELF-MONITORING L CLEANED REPLACED SEDIMENT POOLTEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON WITHIN 7 OR 14 CAENDA DAYS OF COMPLETION OF ANY
ERP PERMIT FOR NOLONGERDRAINS PROPERLY. SEDIMENT WILLBE ADAIILY BASIS ANDREPLACEDETERIORATEDDAMAGED, OR PHASE OF GRADING,BE PLANTED OR OTHERWISE PROVIDED J .�N• ..
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\ CONSTRUCTION ACTIVITIES. THE FOCUS OF THE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT ROTTED EROSION CONTROL DEVICES IMMEDIATELY. WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES `� O�• LESS/0•.� i�
♦ SELF-INSPECTION REPORT IS THE INSTALLATION AND BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT 10. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
♦ MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR 4� SEA
MEASURES ACCORDING TO THE APPROVED PLAN. THE PROPER BARRIER. DENUDED AREAS IN WHICH GRADING OR SITE BUILDING PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION 0274 _
♦ INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 4. TEMPORARY EROSION CONTROL FACILITIES AND/OR CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
\ \ THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER 90 CALENDAR DAYS FOLLOWING COMPLETION OF
\ ♦ COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION CONSTRUCTION OR DEVELOPMENT. G I NE ••,�����
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HTTPS://WWW.DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL- BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE CONTROL MATTING, AND/OR SODDING AND STAKING IN 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION ��Ij S '•••••.
♦ AND- LAND-RESOURCES/STORMWATER/STORM WATER- OR AT THE EARLIEST POSSIBLE POINT DURING GREEN SPACE AREAS AND OTHERWISE APPROPRIATE CONTROL MEASURES SHOWN AND ANY ADDITIONAL ////Coo 7- `
\ PROGRAM/NPDES-CONSTRUCTION-PROGRAM CONSTRUCTION. MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING 6//111H0
NORTH / 5. TEMPORARY & PERMANENT EROSION CONTROL MEASURES AREAS TO BE PAVED. THE COURSE OF CONSTRUCTION. ,�
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR 11. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL 18. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS U�[/ 2Z-2'y
\ \� L l IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
\ ) PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND FINAL STABILIZATION AND PERMANENT VEGETATION HAS HEREIN.
VICINITY MAP \ f 1 433-3300. DESIGN MANUAL. BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ 19. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
\ / 6. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ APPROVE THE ACTION PRIOR TO REMOVAL. ARISE ON SITE IS KIRBY LAFORCE. CONTACT REVISIONS
\ f I OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY 12. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED 704-608-3085.
NOT TO SCALE 1 ( \ \ I LAND DISTURBING ACTIVITIES. 910-433-3300 CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
f / 7. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR ACTIVITY.
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE 13. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS \ TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
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14 r(SITE AREA STABILIZATION STABILIZATION TIME j,
DESCRIPTION TIME FRAME FRAME EXCEPTIONS
PERIMETER DIKES, r O / J 64 s , o /5• f `\ do / W � y 3� gccFS 13 GRADING AND
SWALES, DITHCES 7 DAYS NONE I o .� "' !/ / �� - ` 3y 6J lO i
AND SLOPES �, ca
HIGH QUALITY WATER �, �� � ' � <ti°o �n �� \ o/ �w �' rb �1P� �551 �E Soto EROSION
(HQW) ZONES 7 DAYS NONE -171 Opt / 40 ` - _ l� 5 24 C ` 24< �MM�� \� PGG�' r 0
IF SLOPES ARE 10' OR PP 85 81 �./ � /l � 45 // 23 O� s 21 � EEN S ���\� `^' 250 f � �
SLOPES STEEPER LESS IN LENGTH AND ARE O / 41 42 43 44 46 0 GR �g�\G C 16 `� `� CONTROL PLAN
THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, / O -
14 DAYS ARE ALLOWED �s OOl SF ��
7-DAYS FOR SLOPES I / �o�ioo 2 v °' "� _ 55
SLOPES 3:1 OR \'
FLATTER 14 DAYS GREATER THAN 50 FEET �� ti �o �, 'oN I Iv �ODI �Ig 17
IN LENGTH 216 a 82 1 , /ti `�, � o TIMBER STREET 232 s2 �ar�o W I �a� CLIENT
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ALL OTHER AREAS (EXCEPT FOR rro J / o�� L 2 50' R/W (PUBLIC & UTILITY ACCESS) W W W
WITH SLOPES FLATTER 14 DAYS PERIMETERS AND / ti W W W W
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DRIVEWAY PIPES SHALL BE 15 RCP N N�50 R/W (PUBLIC N nq
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5 18" RCP / ', 35 34 33 I Phone: [phone]
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12 24" RCP r ,�� ��` -\' y`� � WW= 3©y a �'o --�_ `�V I ❑ PROJECT INFORMATION
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41 24" RCP PIPES SHALL BE
CLASS IV RCP DESIGNED BY: CALEB
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43 24" RCP 1 n) '� i,� /�///�� ❑
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o CONSTRUCTION SEQUENCE I PROJECT NUMBER: 2000
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70 18" RCP 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION GRADING NOTES OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR
a CONFERENCE. NOT SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL
85 24" RCP 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, SILT FENCE OUTLETS, 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. I DRAWING SCALE
w CHECK DAMS AND DIVERSION BERMS WHERE SPECIFIED. BE VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS ARE TO 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND
86 24" RCP 3. CONSTRUCT TEMPORARY SKIMMER BASINS. THE FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED. AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE
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4. CLEAR AND GRUB THE SITE AS NEEDED. 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A CROSS STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE HORIZONTAL: 1"=150'
87 18" RCP 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO REMAIN GRASSED. SLOPE NO STEEPER THAN 2% AND LONGITUDINAL SLOPE NO STEEPER THAN STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
0 6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. 5%. 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED ,
88 18" RCP 7. INSTALL UTILITIES. 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE.
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL , DATE RELEASED
89 18" RCP 9. PERFORM FINE GRADING. SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. o
96 18" RCP 111. PAVE ROADWAYS o 10. INSTALL AND EAND EPARKING BASE OLOTS. THE STMAINTAIE ONLNEIGHBORING ROADS.EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING 10' CONDITION ALL SUCH UCDH THAT ETHEY RCAN TRANSPORTSES THROUGH THE HE IS INA URALTE L DRAINAG REMAIN E A GRAPHIC SCALE
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE APRIL 22, 2024
97 18" RCP 13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY MEASURES. CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO 150 0 75 150 300 600
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98 18" RCP 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE OBSTRUCTING NATURAL DRAINAGE PATTERNS.
WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. EXISTING GROUND HAS BEEN COMPLETED 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED Know what's below.
99 24" RCP 15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL STORMWATER PERMIT FOR 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE.
W CONSTRUCTION ACTIVITIES MUST BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE Call before OU dig. ( IN FEET ) SHEET NUMBER
o 100 24" RCP TERMINATION (NOT). THE NOT IS AVAILABLE AT: DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL Y
o HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION. PLEASE NOTE THAT THE CLOSE FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, BLANKET OR EQUAL SUBSTITUTE. 1 inch = 150 ft.
OUT INSPECTION REPORT MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE OF WHETHER SHOWN OR NOT ON THE PLAN 13. ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE
r TERMINATION PROCESS. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION NOTED.
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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