SW6220101_Plansheet - Grading/Drainage Plan_20220119

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CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD
PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, SILT FENCE OUTLETS, AND DIVERSION BERMS WHERE
SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO
AREAS REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
7. INSTALL UTILITIES.
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.
9. PERFORM FINE GRADING.
10. INSTALL AND PREPARE BASE COURSE.
11. PAVE ROADWAYS.
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE
ALL TEMPORARY MEASURES.
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS
OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING
TO THE NCDEQ EROSION CONTROL MANUAL.
15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST BE
REQUESTED BY THE PERMITTEE VIA A NOTICE OF TERMINATION
(NOT). THE NOT IS AVAILABLE AT:
HTTPS: //EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT MUST
BE UPLOADED AS PART OF COMPLETING THE NOTICE OF
TERMINATION PROCESS.
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
N /F
FLORENCE C. WELLONS
DB 1594, PG 382
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
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GRADING NOTES PB 2007, PG 9481_ / K�\ \ ` _436 WOODSHIRE NPARTNERS, LLC. W ��
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1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND 5/8 �438 ; /\ I� / �l`� 3 Y \ �` \ \\ \ \ \ \� �/ I \ ' DB 2668, PG 901
MUST BE VERIFIED BY THE GENERAL CONTRACTOR.ALL SPOT ELEVATIONS ERB / \ r/ \ \ - ti /y�OVR( I `�\\\
ARE TO THE FINISHED GRADE OF THE CURB, UNLESS OTHERWISE NOTED. 09 G I _
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A ��
CROSS SLOPE NO STEEPER THAN 2% AND LONGITUDINAL SLOPE NO \ I CO SD?� ���(�I� <PVgL\Ci / ` ✓ \ i- ` W�
STEEPER THAN 5%. 5/8" �� y,� 50 / �f\ I (� I I I
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND / - L\ \.�� � f
DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED ERB V OOJ \ \ SAG 00
EROSION AND SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL / J0 \ 1 / ��/ G / \\ l II�C, ►I I I I I I I / I /
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL
BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS
MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE
EXISTING GROUND HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES EROSION CONTROL NOTES STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS. AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK
DURING GRADING OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY
CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT ON THIS PROJECT. \
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES, 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE \ \\ ( I III 7 I I
WHETHER SHOWN OR NOT ON THE PLAN
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY /
I
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN
LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS COVERED IF LEFT MORE THAN 24 HOURS. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL BE HELD
BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. \ 7 \ \\
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RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED �\
CAUSED BY HIS OPERATION. PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY
STABILITY PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A MAINTAIN A PROPER BARRIER. DEVICES IMMEDIATELY. EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDARS
SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH \ I
WHICH HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT / \ �/
NOTIFIED. I
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO
WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE. EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS EARLIEST POSSIBLE POINT DURING CONSTRUCTION. WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN
SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS ,
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN BE CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE WITHIN 90 CALENDAR DAYS FOLLOWING COMPLETION OF
A CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON CONSTRUCTION OR DEVELOPMENT.
DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN AREAS TO BE PAVED. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONSTRUCTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MANUAL. 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES
DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY STABILIZATION AND PERMANENT VEGETATION HAS BEEN CONSTRUCTION. GRAPHIC SCALE
REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF LAND DISTURBING ACTIVITIES. 910-433-3300 ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ APPROVE THE 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
THE CHANGE. 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE ACTION PRIOR TO REMOVAL. NECESSARY, AND MULCHED ACCORDING TO THE DETAILS HEREIN. 100 0 50 100 200 400
DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT 1,
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL REMOVAL SHALL BE ON A DAILY BASIS WHEN TRACKING CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION ARISE ON SITE IS PJ GAY. CONTACT 910-237-0572. KNOW what's below.
Call before you dig.
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CONTROL BLANKET OR EQUAL SUBSTITUTE. 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE BOX FOR 6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET FROM
ALL STRUCTURES UNLESS OTHERWISE NOTED. ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES.
14. ALL STORM PIPE TO BE CLASS III RCP UNLESS OTHERWISE NOTED. REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS
( IN FEET )
1 inch = 100 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
JANUARY 17, 2022
SHEET NUMBER
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
C-3mO