SW3200802_07_SpeedwaySolar_ConstructionDocuments_2020-08-18_20200901

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CIVIL CONSTRUCTION DRAWINGS FOR
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2410 WALLACE ROAD , MIDLAND , NORTH CAROLINA 28107
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CABARRUS COUNTY , NC
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PIN : 55432835280000 , 55433744680000 55434777470000 55432415940000 N
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a GENERAL INFORMATION _ 0
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Q M FEMEl4¢F, SHEET LIST TABLE z Q 0 c
° PROJECT INFORMATION: A SOLAR FACILITY IS TO BE INSTALLED IN CABARRUS CR ' w
E COUNTY, NC. SOLAR PANELS AND RELATED ELECTRICAL WALLACE RD MA _ „W ,,o„��, z o o
EQUIPMENT ARE PROPOSED ON THIS SITE. THE SOLAR '.1�) u) o w I
O PANELS WILL BE INSTALLED ON POSTS AND BOTH THE (601� °`gu"°E oCat , SHEET NUMBER SHEET TITLE o o
o PANELS AND RELATED ELECTRICAL EQUIPMENT WILL BE AVDLARE4? udPFUSAUFi = w
r °,, d CO.0 COVER SHEET CIw
INSTALLED WITH MINIMAL FOOTPRINT. INN ISTRIAL PARK a -.PM,,F. G >- i
0 ) ��M«Ao CO.1 GENERAL NOTES - v~i CI '
U) PARCEL PIN: 55432835280000, 55433744680000, 55434777470000, E >_ ,
°' 55432415940000 . 1. ,„„� Midland C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN Y H
�� �� PROJECT SITE Al.am �"' C3.0 OVERALL EROSION CONTROL PLAN PHASE I 0 >
CURRENT ZONING: COUNTRYSIDE RESIDENTIAL - CABARRUS COUNTY PROJECT SITE .` A.wM° w w
o ZONING �, eaE ..: NI- z
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„..,=Z"°FwF C3.1 EROSION CONTROL PHASE I O
RIVER BASIN: YADKIN - PEE DEE RIVER BASIN g �� ■ IIMI O <
C3.2 EROSION CONTROL PHASE I Q
0 COUNTY: CABARRUS �� CO14,c ^ C3.3 EROSION CONTROL PHASE I N
-o o ACREAGE: ��, /7S tiT)&RC ,>�.,Q C3.4 EROSION CONTROL PHASE I
° TOTAL PROPERTY AREA: 253.6 ACRES F C3.5 EROSION CONTROL PHASE I w BETHEL AVE EXT z �,�
1117) e
m TOTAL SURFACE WATER: 2.5 ACRES (SR J� J0) C4.0 OVERALL EROSION CONTROL PLAN PHASE II \iIIiIIii
cr ° TOTAL PROJECT AREA: 251.1 ACRES s C4.1 EROSION CONTROL PHASE II \\\�\\ CAR/
o C9e a C C4.2 EROSION CONTROL PHASE II ���;�FESS•� G����
0 ° DISTURBED AREA: ±198 ACRES Cp qR '9e :Q� P J
IMPERVIOUS SURFACE C/,ss��TQ�S �� i� F� CO���&S "r C4.3 EROSION CONTROL PHASE II , \mac-,
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c_) Q ALLOWED: 24% (LOW DENSITY - WITHOUT CURB AND GUTTER) C'p�iO 9'f- s °^ ,/
/� 4 C �/1//��'TY C4.4 EROSION CONTROL PHASE II _ �\i GO
m a �T p , ! * &�TY C4.5 EROSION CONTROL PHASE II Q�p,�INF��•�\\
o 2 EXISTING IMPERVIOUS SURFACE: ±3.24 ACRES (1.3%) Y '
SUBSTATION IMPERVIOUS SURFACE �ii� ••M• \\���� \
C5.0 SITE PLAN p� ^ �S\ P\\
° (PERMITTED SEPARATELY - C6.0 OVERALL GRADING AND DRAINAGE PLAN //iii ���
m ° CURRENTLY UNDER REVIEW): ±1.49 ACRES (0.6%) C6.1 GRADING AND DRAINAGE PLAN
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O a) PROPOSED IMPERVIOUS SURFACE: ±5.73 ACRES (2.3%) LOCATION MAP , VICINITY MAP C6.2 GRADING AND DRAINAGE PLAN 1- O < < Q
C6.3 GRADING AND DRAINAGE PLAN w O 0 =
TOTAL IMPERVIOUS SURFACE: ±8.97 ACRES (3.6%) -, O
LE °' 1" = 2,00 0' NORTH 1" = 5,000' C6.4 GRADING AND DRAINAGE PLAN 0 O 0 \ n m >-
o ,) FLOOD HAZARD: THE SITE IS LOCATED WITHIN ZONE "X" AREA OF o 00 Q m m
aICC7.0 5 GRADING
AND GRADING AD DETAIGE LS = Z a
Q MINIMAL FLOOD HAZARD AS SHOWN ON THE FEMA Q \ z zLL
FLOOD INSURANCE RATE MAP NUMBER 3710554300L
CO ° DATED NOVEMBER 16, 2018.
C8.0 EROSION CONTROL DETAILS
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3 ° PROJECT TEAM C8.1 EROSION CONTROL DETAILS
° , C8.2 EROSION CONTROL DETAILS
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CO C8.3 EROSION CONTROL DETAILS
I ., DEVELOPER CIVIL ENGINEER
o a) EMILIO VILLANUEVA DELLA SHAW, P.E. C8.4 EROSION CONTROL DETAILS
0 .0 DUKE ENERGY KIMLEY-HORN AND ASSOCIATES, INC.
oo -0 550 SOUT CALDWELL STREET, SUITE 700 421 FAYETTEVILLE ST. SUITE 600 FILL COMPACTION REQUIREMENTS C8.5 EROSION CONTROL DETAILS
co o CHARLOTTE, NC 28202 RALEIGH, NC 27601 L1.0 LANDSCAPE PLAN I I I
o [phone] [phone] REQUIREMENTS DESCRIPTION W
/ o EMILIO.VILLANUEVAODUKE-ENERGY.COM DELLA.SHAWOKIMLEY-HORN.COM STRIP AND REMOVE EXISTING VEGETATION, TOPSOIL, L1.1 LANDSCAPE ENLARGEMENT
> Q DEBRIS, AND OTHER DELETERIOUS MATERIALS FROM L1.2 LANDSCAPE ENLARGEMENT
JI ° CONTRACTOR PROPOSED SUBSTATION, SWITCHYARD, AND ACCESS ROAD L1.3 LANDSCAPE ENLARGEMENTI
w JUSTIN JOYCE AREAS. ALL GRUBBING IN THE SUBSTATION SITE AREA SHALL
cL Q SWINERTON EXTEND TO A MINIMUM DEPTH OF 36" BELOW GRADE OF THE L2.0 LANDSCAPE DETAILS
/ o 5 WEST HARGETT STREET, SUITE 800
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RALEIGH, NC 27601 SUBSTATION PAD. ALL GRUBBING ALONG THE ACCESS ROAD
[phone] PATH SHALL EXTEND TO A MINIMUM DEPTH OF 12" BELOW ��/
o JJOYCEOSWINERTON.COM SUBGRADE PREPARATION FINAL GRADE. STRIPPED TOP SOIL CAN BE USED TO RE- LJ�
a >, VEGETATE LANDSCAPED AREAS, EXPOSED SLOPES AFTER w
0 o GOVERNING AG E N C I ES COMPLETION OF GRADING OPERATIONS, OR DISPOSED
oFROM THE SITE. THE EXPOSED SUBGRADE UNDER
N FOUNDATIONS AND ACCESS ROADS SHOULD BE PROOF O
0 ROLLED TO DETECT SOFT OR LOOSE SOILS AND OTHER
0 . NCDEQ - EROSION CONTROL NCDEQ - STORMWATER UNSUITABLE MATERIALS, PROOFROLLING SHOULD BE
0 „- SHANNON LEONARD DWQ CENTRAL OFFICE PERFORMED PER THE FINAL GEOTECH REPORT.
N 50 MOORESVILLE REGIONAL OFFICE 217 WEST JONES STREET 8 TO 10 INCHES OR LESS IN LOOSE THICKNESS WHEN
610 EAST CENTER AVENUE, SUITE 301 RALEIGH, NC 27603 HEAVY, SELF-PROPELLED COMPACTION EQUIPMENT IS
N m MOORESVILLE, NC 28115 [phone] LIFT THICKNESS EARTHWORK QUANTITIES
USED. 4 TO 6 INCHES IN LOOSE THICKNESS WHEN HAND-
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'6, [phone] GUIDED EQUIPMENT IS USED. BASINS
T ° BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED
2 EIGHT (8) INCHES IN UN-COMPACTED THICKNESS. 95% OF CUT: 28,700 CY U
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LAN DOWNERS THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY Z
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w MINIMUM COMPACTION (%) DENSITY ABOVE FOUNDATIONS, BELOW FLOOR SLABS, AND FILL: 13,700 CY
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MORE THAN ONE FOOT BELOW FINISHED PAVEMENT 12
L ° HOWELL IRA B JR ROBERT JAMES B JR SUBGRADE. 98% OF THE MATERIAL'S MAXIMUM DRY DENSITY NET: 15,000 CY (CUT)
o E 14158 ELM ST 1551 CAL BOST RD WITHIN ONE FOOT OF FINISHED PAVEMENT SUBGRADE.
o °' STANFIELD, NC 28163 MIDLAND, NC 28107 - o SITE
MOISTURE CONTENT WITHIN 3% OF THE OPTIMUM MOISTUR ECONTENT VALUE AS
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TROUTMAN WILLIAM F SR REQUIREMENTS DETERMINED BY THE STANDARD PROCTOR TEST AT THE CUT: 116,000 CY
o 2800 WALLACE RD TIME OF PLACEMENT AND COMPACTION. 0 Z
2 MIDLAND, NC 28107 MINIMUM 98% STANDARD PROCTOR DRY DENSITY (ASTM FILL: 130,000 CY O 0
AGGREGATE ROAD D698)AT 2 TO +2 PERCENTAGE POINTS OF OPTIMUM UNDERCUT FROM ACCESS 7,800 CY CovJ
SURFACE MATERIAL MOISTURE CONTENT. ROAD: U_
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EROSION CONTROL NOTES NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FINAL GEOTECH REPORT NET: 14,000 CY (FILL) > ° D
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3 ° AND THE DUKE ENERGY FACILITIES STUDY REPORT DATED 10/09/2018. PRELIMINARY - NOT FOR CONSTRUCTION a c w
EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION
NOTE: FILL FACTOR OF 1.2 WAS ASSUMED DURING Q
° ACTIVITY AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. CALCULATION ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDEQ, CABARRUS
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Z COUNTY AND/OR NCDOT STANDARDS AND SPECIFICATIONS. LLl
a THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND UPKEEP OF EROSION8 ® Q
cn , CONTROL MEASURES. z
a ° \ , EXISTING BOUNDARY, SITE, AND TOPOGRAPHIC INFORMATION SHOWN FROM D
o THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION � A PRELIMINARY ALTA/NSPS LAND TITLE SURVEY SPEEDWAY SOLAR w O
OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR O
r CONCURRENT WITH, LAND-DISTURBING ACTIVITIES.
PROJECT PROVIDED BY TIMMONS GROUP DATED 03/17/2020.
0 EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION
ENVIRONMENTAL FEATURES SHOWN FROM A PRELIMINARY JURISDICTIONAL D
o WATERS OF THE U.S. EVALUATION PACKAGE PROVIDED BY TIMMONS GROUP11
OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, Know what'sbelovv.ui �, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TODATED SEPTEMBER 2018. 12
0) CONTROL OR TREAT THE SEDIMENT SOURCE. Q
TOPOGRAPHIC INFORMATION BASED ON LIDAR RECEIVED FROM SWINERTON m
THE CONTRACTOR SHALL PROVIDE GROUND COVER ON DESIGNATED AREAS, PERIMETER al I before you dig. DATED 06/06/2019. Q
° SWALES AND DIKES AND SLOPES GREATER THAN 3:1 WITHIN 7 DAYS FOLLOWING
'O o COMPLETION OF ANY PHASE OF GRADING. CONTRACTOR SHALL PROVIDE GROUND COVER IN NC 811 NOTE:
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NOTE: SHEET NUMBER
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14 DAYS ON ALL OTHER AREAS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. SEE SHEET CO.1 FOR GENERAL NOTES.
PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 CONTRACTOR TO GIVE 72-HOUR NOTICE PRIOR TO EXCAVATION. 00 . 0
o ) WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.

GENERAL NOTES PHASE 2 CONSTRUCTION SEQUENCE EROSION CONTROL NOTES
6 PROPOSED DEVELOPMENT: SPEEDWAY SOLAR FACILITY, INCLUDING SOLAR PANELS AND ASSOCIATED 1. CLEAR AND GRUB EXISTING VEGETATION. STOCKPILE EXISTING TOPSOIL IN AREAS TO BE GRADED 1. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS.
O ELECTRICAL EQUIPMENT, IS TO BE INSTALLED IN CABARRUS COUNTY, NC. AND/OR COMPACTED. 1-
U 2. BEGIN CULVERT INSTALLATION BEFORE ACCESS ROAD CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND UPKEEP OF ALL EROSION CONTROL Q
Q 2410 WALLACE ROAD, MIDLAND, CABARRUS COUNTY, NC 3. BEGIN ACCESS ROAD CONSTRUCTION BEFORE SITE GRADING. MEASURES. o
-0 4. BEGIN SITE GRADING PRIOR TO INSTALLATION OF PILES AND SOLAR PANELS.
O STATE WATERS SHALL NOT BE AFFECTED BY THIS DEVELOPMENT. 5. BEGIN INSTALLATION OF PILES, SOLAR PANELS, AND GENERAL SITE CONSTRUCTION. 3. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES
L 6. SPREAD STOCKPILED TOPSOIL IN COMPACTED PILE INSTALLATION AREAS. SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND
= PER THE PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. EVALUATION CONDUCTED BY TIMMONS GROUP ON 7. STABILIZATION OF SITE SHALL TAKE PLACE IMMEDIATELY AFTER OR DURING POST INSTALLATION FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION.
SEPTEMBER 2018 THERE ARE WETLANDS LOCATED ON THE SITE. PHASE (BUT SHALL BE NO LONGER THAN NPDES REQUIREMENTS) ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED
O 8. AFTER APPROVAL FROM THE NCDEQ EROSION CONTROL INSPECTOR, REMOVE EROSION CONTROL PRIOR TO COMMENCING ACTIVITY ON SITE.
E WETLANDS SHALL NOT BE AFFECTED BY THIS DEVELOPMENT. DEVICES IN FOLLOWING ORDER:
a a.TEMPORARY DIVERSION DITCHES AND CHANNELS; TEMPORARY DIVERSIONS SHALL BE FULLY 4. STABILIZE DISTURBED AREAS WITH TEMPORARY VEGETATION. DENUDED AREAS MUST BE SEEDED
o THIS PROJECT LIES WITHIN ZONE "X" AREA OF MINIMAL FLOOD HAZARD PER FEMA FLOOD INSURANCE RATE REMOVED INCLUDING REMOVING EMBANKMENT AND BACKFILLING CHANNEL TO BLEND WITH WITHIN FOURTEEN (14) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.
>, MAP NUMBERS 3710554300L DATED NOVEMBER 16, 2018, CABARRUS COUNTY, NC. EXISTING GRADE AT TIME OF REMOVAL. UPON REMOVAL, THESE SHALL BE SEEDED AND
PERMANENTLY STABILIZED. 5. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH cn
0 EXISTING BOUNDARY, SITE, AND TOPOGRAPHIC INFORMATION SHOWN FROM A PRELIMINARY ALTA/NSPS LAND b.SILT FENCE AND SILT FENCE OUTLETS (PERIMETER MEASURES DOWNSTREAM OF BASINS TO WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS. z0
TITLE SURVEY SPEEDWAY SOLAR PROJECT PROVIDED BY TIMMONS GROUP DATED 08/06/2019.
REMAIN UNTIL BASINS ARE DECOMMISSIONED AND PERMANENT STABILIZATION IS ACHIEVED) 6. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY
- ENVIRONMENTAL FEATURES SHOWN FROM A PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. EVALUATION c.INLET PROTECTION AND AFTER EVERY RAINFALL EVENT. Lu
PACKAGE PROVIDED BY TIMMONS GROUP DATED SEPTEMBER 2018. cr
N d.SKIMMER AND SEDIMENT BASIN(S) INCLUDING ASSOCIATED RISER AND/OR SKIMMER 7. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT
ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL CODES AND ALL NECESSARY STRUCTURES. BASINS SHALL BE DEWATERED VIA PUMP AND SILT BAG PRIOR TO ANY REMOVAL RUNOFF.
O PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT THEIR EXPENSE. ACTIVITIES; REFER TO BASIN DECOMMISSIONING DETAIL AND DEWATERING DETAIL IN PLANS.
e.CONSTRUCTION ENTRANCES 8. WHERE POSSIBLE, EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO CONSTRUCTION
THE CONTRACTOR SHALL WARRANT BY EXECUTION OF CONSTRUCTION CONTRACT THAT THEIR EMPLOYEES, AND SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE.
AGENTS AND SUBCONTRACTORS POSSESS THE EXPERIENCE, KNOWLEDGE, AND CHARACTER NECESSARY TO f. DO NOT REMOVE ANY EROSION CONTROL MEASURES WITHOUT APPROVAL OF THE NCDEQ
QUALIFY THEM TO PERFORM THE CONTRACTED WORK. THE CONTRACTOR SHALL INSURE THAT ALL INSPECTOR. MONITORING AND SELF INSPECTION WILL CONTINUE UNTIL THE SITE IS CLOSED BY 9. SPOIL OR BORROW SITES SHOULD BE REVIEWED AND APPROVED BY NCDEQ OR DISPOSED OF
°' CONSTRUCTION BE PERFORMED IN STRICT COMPLIANCE WITH ALL O.S.H.A. (OCCUPATIONAL SAFETY AND NCDEQ. AT A PERMITTED LCID LANDFILL.
o HEALTH ADMINISTRATION), STATE, AND LOCAL HEALTH AND SAFETY CODES. 25. PERMANENTLY STABILIZE AREAS WHERE EROSION CONTROL MEASURES WERE REMOVED. 10. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SOIL FROM GETTING OFF o
0 26. RECEIVE CLOSE OUT FORM. SITE OR INTO EXISTING DRAINAGE STRUCTURES. SOIL PILES AND CONTRACTOR STAGING AND z
Q EACH DEVELOPER/BUILDER/PROPERTY OWNER IS REQUIRED TO PREVENT ALL INCREASED RUNOFF FROM EACH MATERIALS LAY DOWN AREAS SHOULD BE A MINIMUM OF 50' AWAY FROM ANY STORM DRAIN
O INDIVIDUAL BUILDING LOT FROM DAMAGING ADJACENT PROPERTIES PER CODE. THE CONTRACTOR SHALL HOLD OR WATERCOURSE.
O THE OWNER-DEVELOPER HARMLESS AND SHALL PROTECT ADJACENT PROPERTIES.
0 11. ALL EROSION CONTROLS MEASURES AND DEVICES SHALL BE IN ACCORDANCE WITH STATE AND o
a NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE GENERAL EROSION CONTROL LOCAL EROSION CONTROL REGULATIONS. o
NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED
THROUGHOUT CONSTRUCTION. ALL MAINTENANCE OF TRAFFIC DURING CONSTRUCTION AND ALL CONSTRUCTION 12. ALL DISTURBED AREAS WHERE WORK HAS CEASED SHALL BE STABILIZED WITHIN 14 DAYS 0 0
WITHIN THE RIGHT-OF-WAY WILL BE THE CONTRACTORS RESPONSIBILITIES TO ADHERE TO NCDOT STANDARDS. zLo
Y TOTAL AREA DISTURBED = 198 ACRES UNLESS OTHERWISE NOTED. - z o
>, ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET SHALL BE REFERRED TO THE ENGINEER 0 cn = N
FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 13. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY (7) CALENDAR Li 0
o UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS 1 INCH. DAMAGED OR < o r
CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED IMMEDIATELY. Do < I
Q AND/OR DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. CONTRACTOR SHALL BRING STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL 0 a) 0
o HANDBOOK. 14. THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO MINIMIZE MUD BEING TRACKED FROM (I) o cp 0
-0 ANY DISCREPANCIES IN PLANS, SITE CONDITIONS, ETC. TO THE OWNERS/DEVELOPERS ATTENTION BEFORE ANY Q
. THE CONTRACTOR SHALL REMOVE SOIL/MUD o
ADDITIONAL WORK IS PERFORMED. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL FROM THE PAVEMENT DAILY AS OFTEN AS MAY BE REQUIRED. 0 CO w
NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. ^ z < 0 No EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE �� Q 1 w = o
E NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) EROSION AND SEDIMENT 15. NO SEDIMENT AND EROSION CONTROL MEASURE SHALL BE REMOVED WITHOUT NCDEQ o I o
o OFF-STREET PARKING SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION. z
CONTROL REGULATIONS. APPROVAL. w cn o w I
N0 >fti DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE PRIOR CONSENT OF THE ENGINEER MAY O oN w
o ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL 16. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED FOR ADDITIONAL CONTRACTOR = w
RESULT IN THE WORK TO BE UNACCEPTABLE TO THE ENGINEER. ADDITIONAL CORRECTIVE ACTION MAY BE I
D REQUIRED IF THIS OCCURS AT NO ADDITIONAL COST TO THE ENGINEER AND/OR OWNER. POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT. LAYDOWN AREA. CONTRACTOR TO COORDINATE WITH ENGINEER DURING CONSTRUCTION. THE CDw i
° LIMITS OF DISTURBANCE SHOULD CONTAIN ANY ADDITIONAL LAYDOWN AREAS. IF ADDITIONAL -1 (f)
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o ALL COPIES OF COMPACTION AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAYDOWN AREA IS NEEDED OUT SIDE THE LIMITS OF DISTURBANCE, A REVISED EROSION > cnCONTROL PLAN SHOULD BE REVIEWED AND PERMITTED. Y w
DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. LAND DISTURBANCE. J y)
17. NO PARKING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE. SPECIFICALLY, PARKING oN >
THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE o w Li
MAINTAINED ON THE SITE AT ALL TIMES. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY ON THE SIDE OF THE ROAD IS NOT ALLOWED. N z
o DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES I- 0
-c OF ANY REQUIRED CONSTRUCTION PERMITS. MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. ■ w =
PHASE 1 CONSTRUCTION SEQUENCE 18. NO CONSTRUCTION LAYDOWN OR STAGING SHALL BE LOCATED OUTSIDE THE LIMITS OF w
0-) THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ EROSION CONTROL INSPECTOR DISTURBANCE.
-0 8 SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
H E 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND RECEIVE NPDES CONSTRUCTION d-
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1_ 0 STORMWATER GENERAL PERMIT NCG010000 FROM THE NORTH CAROLINA DEPARTMENT OF APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
z GRADING
z ° ENVIRONMENTAL QUALITY (NCDEQ). FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
2. THE DEVELOPER IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED AFFECTED PROPERTY OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL
Q - EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE DEVELOPER MUST INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO CONTRACTOR SHALL VERIFY ALL BENCH MARKS BEFORE BEGINNING ANY WORK. 0\\Iiiiiii//
iy LJ o TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THIS SITE. OFF-SITE GRADING. \\\\\� p ��
ALL WORK AND MATERIALS SHALL COMPLY WITH ALL NCDEQ REGULATIONS AND CODES AND O.S.H.A. �`\ �`'• CAR,
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w ° 3. DELINEATE LIMITS OF DISTURBANCE AND ALL ENVIRONMENTAL FEATURES (STREAMS, STREAM PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE STANDARDS.
0 8 BUFFERS, WETLANDS, FLOODPLAINS). ��:��FESS•� G��
o 4. HOLD AN ONSITE PRE-CONSTRUCTION CONFERENCE WITH THE NCDEQ EROSION CONTROL PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR
oo '2 INSPECTOR (PH. 704-663-1699) AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. •
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/ ° a.MAKE EROSION CONTROL INSPECTOR AWARE OF THE LOCATION OF ONSITE AND OFFSITE WASTE CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDEQ REGIONAL OFFICE FOR APPROVAL. = l.` \ • _
a Q CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL �� G�
o 2 BURIAL AREAS AND BORROW SITES. SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO Q��� \
a 5. JURISDICTIONAL STREAMS AND WETLANDS MAY NOT BE CROSSED TO REACH DIFFERENT PORTIONS OF THE AMENDED PERMIT. PROCEEDING. :- •• N ,.:•'.: /
w .- OF THE SITE EXCEPT AT APPROVED LOCATIONS PERMITTED THROUGH THE ARMY CORPS OF O A •5���`
a ENGINEERS. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL ��iiiiiiMt\\\\����
° 6. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
c 0 MEASURES AND COMPLETE THE FOLLOWING COMBINED SELF-INSPECTION FORM FOUND ON THE SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RE-SEEDED AND MULCHED
o d) �DEMLR WEBSITE: AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. zCfl _I
% (HTTP://DEQNCGOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. 0CY) ON 0 (JD cn
a CONTROL/FORMS). COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR w O =
i i -g INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX BINDER. OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN O 0
7. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE O O 1 C
Q ° PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. LIMITS, OR OTHER GRADING REQUIREMENTS. o 00 Q m m
a RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO w nLL
L MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN CONTRACTOR TO ENSURE THAT SEDIMENT LADEN RUNOFF DOES NOT LEAVE SITE LIMITS OR ENTER THE PROPOSED CONTOURS SHOWN IN DRIVES AND SUBSTATION PAD AREAS ARE FINISHED ELEVATIONS < O_ - LU z z
CO 0 PROTECTED AREAS. ANY SEDIMENT DEPOSITED BEYOND DISTURBED AREA WITHIN SITE LIMITS SHALL INCLUDING GRAVEL OR GRASSED AREAS. REFER TO GRAVEL CROSS SECTION DATA TO ESTABLISH CORRECT = co _1 0 c3
o THE CONSTRUCTION DETAILS ON THIS PLAN. O Q ' 0 a w
BE REMOVED. SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. O c� w m =
> 8. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. cn o o 0
-0 9. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF-INSPECTIONS RECORDS, PERMIT, AND S&E PLAN THE CONTRACTOR SHALL PROVIDE GROUND COVER ON DESIGNATED AREAS AND SLOPES GREATER CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS
a _E ARE REQUIRED TO BE MAINTAINED ON-SITE AND ACCESSIBLE DURING INSPECTION. IT IS THAN 3:1 WITHIN 7 DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. CONTRACTOR SHALL NEW GRAVEL AREAS TO NEW OR EXISTING DRAINAGE DEVICES OR SHEET OVERLAND.
a RECOMMENDED THAT THESE ITEMS BE PLACED IN BINDER IN THE TRAILER ON SITE. PROVIDE GROUND COVER IN 14 DAYS ON ALL OTHER AREAS FOLLOWING COMPLETION OF ANY PHASE
cr)I o 10. MAINTENANCE AND/OR CLEAN-OUT IS NECESSARY ANYTIME AN EROSION CONTROL DEVICE IS AT OF GRADING. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN EXISTING BOUNDARY, SITE, AND TOPOGRAPHIC INFORMATION SHOWN FROM A PRELIMINARY ALTA/NSPS LAND
0 50% CAPACITY. ALL SEDIMENT STORAGE MEASURES WILL REMAIN ON-SITE AND FUNCTIONAL UNTIL 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION. TITLE SURVEY SPEEDWAY SOLAR PROJECT PROVIDED BY TIMMONS GROUP DATED 08/06/2019. ♦^
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.. ALL GRADING, FINAL LANDSCAPING, PERMANENT STABILIZATION IS ESTABLISHED, AND THE (
PROJECT IS COMPLETE. ROLLED EROSION CONTROL PRODUCTS (RECP'S) SHOULD BE USED TO AID PERMANENT VEGETATED ENVIRONMENTAL FEATURES SHOWN FROM A PRELIMINARY JURISDICTIONAL WATERS OF THE U.S. EVALUATION
0 -o 11. GROUND STABILIZATION SHALL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND STABILIZATION OF SLOPES 2:1 OR GREATER AND WITH MORE THAN 10' OF VERTICAL RELIEF. PACKAGE PROVIDED BY TIMMONS GROUP DATED SEPTEMBER 2018.
0 DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED WITHIN 7 CALENDAR RECP'S SHOULD ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE
0 ° DAYS AND IN CRITICAL AREAS, WITHIN THE SAME DAY. IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE. TOPOGRAPHIC INFORMATION BASED ON LIDAR RECEIVED FROM SWINERTON DATED 06/06/2019. I-
> 0 12. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR O
o a DAYS, WHICHEVER IS SHORTER. HOWEVER, THE NPDES GROUND COVER REQUIREMENTS TAKE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21 DAYS THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S.
JI a PRECEDENCE. AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
J ° 13. CONTRACTOR SHALL ENSURE CONTINUOUS ACCESS TO EROSION CONTROL MEASURES IS TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF Z
0 MAINTAINED PRIOR TO AND AFTER PERMANENT FENCE INSTALLATION FOR MAINTENANCE. INSTALL TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
a SWING GATES AS-NECESSARY TO ACCESS AND MAINTAIN EROSION CONTROL MEASURES. SEDIMENTATION.
m 14. CONTRACTOR SHALL ONLY OPENLY DISTURB AS MUCH AREA THAT CAN BE STABILIZED WITHIN THE THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE
5 7/14 DAY NPDES REQUIREMENTS. CONSIDERATIONS FOR OPENLY DISTURBED AREA ALLOWANCE WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE PROJECT AS SHOWN ON THE PLANS.
SHALL INCLUDE (BUT IS NOT LIMITED TO) AVAILABLE MANPOWER, EQUIPMENT, MATERIALS, SEASON, SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM
o- CONSTRUCTION PHASING, MAINTENANCE OF MEASURES, AND WEATHER.
THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING,
a 15. NO PARKING SHALL BE LOCATED OUTSIDE THE LIMITS OF DISTURBANCE. SPECIFICALLY, PARKING AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL12
REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN
° ON THE SIDE OF THE ROAD IS NOT ALLOWED. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S) TO INSTALL SAID ITEMS. I I I
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16. INSTALL EROSION CONTROL MEASURES IN FOLLOWING ORDER, PRIOR TO DEMOLITION AND TREE PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF W
o CLEARING ACTIVITIES, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES: STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION. THE CONTRACTOR SHALL REFER TO THE SOLAR ARRAY PLANS BY OTHERS FOR EXACT LOCATION, ELEVATION, 7
a.CONSTRUCTION ENTRANCE(S) AND DIMENSIONS OF SOLAR ARRAY FIELDS AND ALL ASSOCIATED UTILITIES. L
o .- TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING
N
o b.SILT FENCE AND SILT FENCE OUTLETS AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA. TWO TO GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY
a c.INLET PROTECTION THREE INCH STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, SEE MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. REFER TO THE CENTER OF DROP INLETS,
d.SKIMMER AND SEDIMENT BASIN(S) INCLUDING ASSOCIATED RISER AND/OR SKIMMER EROSION CONTROL DETAIL SHEET. MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE0
RCP CLASS III, UNLESS OTHERWISE NOTED.
m STRUCTURES. STABILIZE BASINS PER DETAIL (MATTING, STRAW, SEEDING, ETC.) IMMEDIATELY ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES
a 6 UPON CONSTRUCTION. INSTALL PERMANENT IDENTIFICATION SIGNAGE TO CORRESPOND WITH SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
_ - BASINS AS NUMBERED IN PLANS. METHOD OF CLEANING.
Q o ALL AREAS WITH 2:1 SLOPE OR ERODABLE SLOPES SHALL BE COVERED WITH EXCELSIOR MATTING OR
E e.DIVERSION DITCHES; STABILIZE DIVERSIONS PER PLAN (MATTING, STRAW, SEEDING, ETC.) DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED APPROVED EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
CO L IMMEDIATELY UPON CONSTRUCTION. 0
w WITH SEDIMENT TRAPPING MEASURES1- m . THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY z
o 18. CALL NCDEQ EROSION CONTROL INSPECTOR (PH. 704-663-1699) FOR ONSITE INSPECTION. PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE TOWARDS DRAINAGE FEATURES.
z , INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
12
° EXISTING AND PROPOSED GRADE CONTOUR INTERVALS ARE SHOWN AT 1 FOOT.
< o SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES
LJ w 8110
- INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES
w ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE • V /' J
O ° POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING
U) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48
o DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. O Z
ACHIEVED.
°, Q DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE DESIGNED BY THE COTHERSALL ASSURE POSITIVE DRAINAGE AT DRIVE WAY CONNECTION, DRIVE WAY CONNECTION Know what's below. (1) O Q
o PRIOR TO DISCHARGE TO RECEIVING OUTLET. Call before you dig. 'I H
ALL EXISTING VEGETATION WITHIN THE CIVIL LIMITS OF WORK LINE SHALL BE REMOVED AS FOLLOWS: Q
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U, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER A. ALL EXISTING TREES SHALL BE CUT FLUSH WITH THE GROUND, EXCEPT IN AREAS WHERE ROOT uJ
3 EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE STRUCTURES WILL INTERFERE WITH INSTALLATION OF STRUCTURAL FOUNDATIONS OR TRENCHING PRELIMINARY - NOT FOR CONSTRUCTION 5 Illa a EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. OPERATIONS, IN SUCH CASE REMOVAL ALL TREE ROOTS.
( ° B. ALL EXISTING SHRUBS SHALL BE CUT FLUSH WITH THE GROUND, EXCEPT IN AREAS WHERE ROOT d Z
� ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STRUCTURES WILL INTERFERE WITH INSTALLATION OF STRUCTURAL FOUNDATIONS, IN SUCH CASES ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDEQ, CABARRUS
REMOVE ALL ROOTS. COUNTY AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
a STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE / 0 �/ >-
U 8 ENGINEER. NCDEQ'S FINAL APPROVAL IS REQUIRED. C. ALL EXISTING GRASSES SHALL BE MOWED AS SHORT AS POSSIBLE. z
° D. IN AREAS OF GRADING, ALL VEGETATION SHALL BE CLEARED AND GRUBBED PER THE EXISTING BOUNDARY, SITE, AND TOPOGRAPHIC INFORMATION SHOWN FROM
c STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND RECOMMENDATIONS PROVIDED IN THE PROJECT GEOTECHNICAL REPORTS.
DIVERSIONS IMMEDIATELY AFTER INSTALLATION. A PRELIMINARY ALTA/NSPS LAND TITLE SURVEY SPEEDWAY SOLAR w O
CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DESIGNATED EXISTING IMPROVEMENTS AND TREES WITHIN
PROJECT PROVIDED BY TIMMONS GROUP DATED 03/17/2020. O
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING UPON FIELD CONDITIONS. THE LIMITS OF WORK FROM THE SITE AND DISPOSE OF AT AN APPROVED LOCATION, ON SITE BURIAL OF U)
ENVIRONMENTAL FEATURES SHOWN FROM A PRELIMINARY JURISDICTIONAL
a TREES AND OTHER DEBRIS SHALL NOT BE PERMITTED UNLESS WRITTEN PERMISSION IS OBTAINED FROM Q
° LIMITS OF GRADING SHOWN ON THE PLAN ARE MAXIMUM LIMITS FOR EROSION CONTROL PURPOSES
OWNER/DEVELOPER, GOVERNING MUNICIPALITY AND PERMIT IS OBTAINED FROM NCDEQ. WATERS OF THE U.S. EVALUATION PACKAGE PROVIDED BY TIMMONS GROUPONLY. SURVEYOR TO DETERMINE ACTUAL LIMIT. (1)
DATED SEPTEMBER 2018. c
ca CONTRACTOR SHALL READ AND FULLY UNDERSTAND ALL EROSION CONTROL NOTES PROVIDED ON THIS SHEET Q
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDEQ AND THE EROSION CONTROL SHEETS PRIOR TO THE START OF ANY GRADING ACTIVITIES. TOPOGRAPHIC INFORMATION BASED ON LIDAR RECEIVED FROM SWINERTON m
E -7 EROSION CONTROL ORDINANCE, AND IS SUBJECT TO A FINE. DATED 06/06/2019. Q
NO BURN OR BURY PITS WILL BE ALLOWED ON SITE UNLESS WRITTEN PERMISSION IS GRANTED BY THE
>, E GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
m D OWNER/DEVELOPER, ENGINEER AND LOCAL JURISDICTION AUTHORITY AND PROPER PERMITS HAVE BEEN NOTE: SHEET NUMBER
o OF THE NCDEQ EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OBTAINED BY THE CONTRACTOR.
SEE SHEET CO.1 FOR GENERAL NOTES.
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DATED SEPTEMBER 2018.
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O EMERGENCY SPILLWAY LENGTH 21.0 FT SPILLWAY 4539 540.0
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EMERGENCY SPILLWAY CAPACITY 22.3 CFS TOP OF DAM 5617 541.5 SHEET C3.3 I \ 1 � SEE SHEET CO.1 FOR GENERAL NOTES.
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o __/-/ - ' ���.�li�! III - / \ / / I \ TOTAL DRAINAGEAREA 56.20 AC TOTAL DRAINAGEAREA 19.50 AC ■ w O
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��"-r. r`�- � I /j \\\ V I`''. \ \ IJ ) I ) / / I SURFACE AREA REQUIRED 60,128 SF SURFACE A REA REQUIRED 16,931 SF ENVIRONMENTAL FEATURES SHOWN FROM A PRELIMINARY JURISDICTIONAL ���1IIIIII�//
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sso� �5 7- l��®��w������ltkpA I/ / \\\ - ` \ \ ( l / / SURFACE AREA PROVIDED 87,484 SF - SURFACE AREA PROVIDED 36,674 SF WATERS OF THE U.S. EVALUATION PACKAGE PROVIDED BY TIMMONS GROUP ��� \,
/�1 \ ( I \ \ DATED SEPTEMBER 2018. �`\•••' •
°° ���`.z`c� / I \\\ 11( ( I \ 1 \ 2-i-- J / I V OLUME REQUIRED 68,688 CF V OLUME REQUIRED 31,446 CF �` 0� -1 O
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c l - ✓ / /j /� / Jq'J \ \ I - DEWATERING TIME 4.03 DAYS DEWATERING TIME 3.24 DAYS DATED 06/06/2019. 15 , c,, , • _
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o - / �VI� ,. �� �� �!�/� \ 1 ��OHP -OHP - A \ / --- 1 �� Iftlftift I EMERGENCY SPILLWAY 87,484 530.00 TOP OF DAM 40,105 531.50
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PEAK FLOW 10.36 CFS PEAK FLOW 10.95 CFS PEAK FLOW 5.92 CFS PEAK FLOW 16.28 CFS PEAK FLOW 20.13 CFS
DESIGN CALCULATIONS DESIGN CALCULATIONS DESIGN CALCULATIONS DESIGN CALCULATIONS DESIGN CALCULATIONS
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SURFACE AREA REQUIRED 3,367 SF SURFACE AREA REQUIRED 3,559 SF SURFACE AREA REQUIRED 1,924 SF SURFACE AREA REQUIRED 5,291 SF SURFACE AREA REQUIRED 6,542 SF O Z
SURFACE AREA PROVIDED _4,300 SF SURFACE AREA PROVIDED 4,349 SF SURFACE AREA PROVIDED 3,114 SF SURFACE AREA PROVIDED 5,765 SF SURFACE AREA PROVIDED 11,740 SF Know what's below. U) o p
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DEWATERING TIME 3.33 DAYS DEWATERING TIME 2.26 DAYS DEWATERING TIME 2.17 DAYS DEWATERING TIME 2.37 DAYS DEWATERING TIME 2.68 DAYS w
1 VOLUME PROVIDED 7,058 CF VOLUME PROVIDED 7,286 CF VOLUME PROVIDED 5,137 CF VOLUME PROVIDED 9,979 CF VOLUME PROVIDED 21,408 CF PRELIMINARY - NOT FOR CONSTRUCTION a Q w
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° EMERGENCY SPILLWAY CAPACITY 12.7 CFS EMERGENCY SPILLWAY CAPACITY 17.0 CFS EMERGENCY SPILLWAY CAPACITY 6.4 CFS EMERGENCY SPILLWAY CAPACITY 17.0 CFS EMERGENCY SPILLWAY CAPACITY 25.5 CFS EXISTING BOUNDARY, SITE, AND TOPOGRAPHIC INFORMATION SHOWN FROM
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SKIMMER ORIFCE DIAMETER 1.50 IN SKIMMER ORIFCE DIAMETER 1.75 IN SKIMMER ORIFCE DIAMETER 1.50 IN SKIMMER ORIFCE DIAMETER 2.00 IN SKIMMER ORIFCE DIAMETER 2.75 IN ENVIRONMENTAL FEATURES SHOWN FROM A PRELIMINARY JURISDICTIONAL CL u'
BASIN GEOMETRY BASIN GEOMETRY BASIN GEOMETRY BASIN GEOMETRY _ BASIN GEOMETRY WATERS OF THE U.S. EVALUATION PACKAGE PROVIDED BY TIMMONS GROUP
DATED SEPTEMBER 2018.
t-c0, AREA (SF) ELEV (FT) AREA (SF) ELEV (FT) AREA (SF) ELEV (FT) AREA (SF) ELEV (FT) AREA (SF) ELEV (FT) Q
TOPOGRAPHIC INFORMATION BASED ON LIDAR RECEIVED FROM SWINERTON m
ss BOTTOM OF BASIN 2789 528.5 BOTTOM OF BASIN 2960 529.0 BOTTOM OF BASIN 2042 532.0 BOTTOM OF BASIN 4239 528.0 BOTTOM OF BASIN 9687 528.0 DATED 06/06/2019. Q
SPILLWAY 4300 530.5 SPILLWAY 4349 531.0 SPILLWAY 3114 534.0 SPILLWAY 5765 530.0 SPILLWAY 11740 530.0 NOTE: SHEET NUMBER
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E DESIGN STORM INTENSITY 7.40 IN/HR
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o PEAK FLOW 31.08 CFS I MICHAEL A. EXISTING SUBSTATION
DESIGN CALCULATIONSD MCKINNEY GRAVEL ACCESS ROAD
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SURFACE AREA REQUIRED 13,520 SF , LOT111PBP7P o
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• TOTAL DRAINAGE AREA 2.15 AC I ( � /ll) G L / )� II © � \ L� Z `% �^'� a \ f � ii, C , I•••••••••••••••••• w
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J ( ) / / \ 2/ ) \ \ 1 ) \ \ \ 1 1 1 \ r ( ! ( \J 1 I f 2a r WATERS OF THE U.S. EVALUATION PACKAGE PROVIDED BY TIMMONS GROUP CL
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\ I ) r \ \ \ \ \ ` \ \ \ \ \ \ 1 \ • o III ( ) \ / ° 1 l�l �� DATED SEPTEMBER 2018. CL
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SAMUEL JUSTIN FLOWE // l j ( I / ) 531� I ) \ \ l \ \ / 1 \ \ 4 ( ( f ) _ \ C \ 1 / DATED 06/06/2019.
, PIN:554313745 //� /( 1 / I f ">��`(Il 1` � \ \ _• \ \ f \ \ \ C 1 \ \ \ \ \ k 1 \ \ I ) / /— \ � ) 2 ) 1 \ / /
DB.5851 PG.327 \) / / ) `� / \ — \ \ \ \ ) \ \ I I \ \ \ 1 t \ C ) \ ) I / ] 1 /
\ ll // 1,. 1 )/ / 1 \ \ \ \ )�1 / 1 1 \ \ \ \ \ \ I 1 1 lI�i// �\ I ( / ( ( . NOTE: SHEET NUMBER
a / f 1 / 4' O \\ \\` c-'\ \1L \ (� \ I ; \ I \ \ ` ( J 1///� � \\1 I I C 1 I 1 J ^ / SEE SHEET C0.1 FOR GENERAL NOTES.
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`O SUSAN S FURR SITE LEGEND
° DAVID B KISER OBBY L BABSON CELIA H S THOMAS K FURR
o JENNIFER C KISER SARA W BABSON KARYN W HOLT-DRAKE PIN:
PI : 55433906700000 WILLIAM F. TROUTMAN, SR & HILDA C. w
° PIN: 55431900550000 PIN: 55431921890000 REGINALD J DRAKE 5543298 00
N DB. 6648 PG. 310 DB. 12536 PG. 82 MATTHEW OLEN BETZ PIN: 55432963740000 0 G. DB. 8700 PG. 283 TROUTMAN, TRUSTEES OF THE — — PROPERTY LINE ~
Q TROUTMAN LIVING TRUST
< CASEY MASON BETZ DB. 1980 PG. 16 169 PIN: 55433995470000 EASEMENT LINE
PIN: 55431920970000 JONATHAN CHAD RICKY SHIELDS KIKER &
o 12762 PG. 156 \ HAIGLER DB 4 �a Pc 242 DAWN D KIKER —
L JEFFREY R GENTES 100' PROPERTY LINE
APRIL A. HAIGLER DIN: 55434952340000 SETBACK
= REBECCA L GENTES SETBACK (TYP.) PIN: WALLACE ROAD (SR 1119) DB.6637 PG. 284 PROPERTY
I PIN: 55430889240000 60' - —
o DB 7568 PG. 734 55433945120000 ---— — — R W —• X PROPOSED FENCE
CL IRA B. HOWELL JR. DB. 9514 PG. 104. —�
E PIN: 55431997310000 ��__��!_�_ f_' 4 'i1 LOD LIMITS OF DISTURBANCE
DB: 5980 PG. 144 . �� =� N.r
1? EXISTING STREAM
U �� �� — q I! WILLIAM F. TROUTMAN, SR &
T SR ��1g� �z ' I. I ��� HILDA C. TROUTMAN,
f I EXISTING TREELINE
HARVEY A SMITH Wp DACE ROAD/W �� ,c %•. x ` '� I 11► TRUSTEES OF THE TROUTMAN
° 60' Rl cs- , ' �0 �� LIVING TRUST PROPOSED TREELINE 0
JR / / �[� 1 IIII 41(1 II PIN: 55433744680000
ow' ;! - X ,.. I,-_i 100' PROPERTY LINE
D DONNA M SMITH11, ��* r n 20' GRAVEL SUBSTATION DB 4134 PG 242 - - -OHP OVERHEAD POWER LINE >
I ������ 1111
IIIII ���� SETBACK (TYP.) w x PIN: / - r:
c'� 55430858580000 �!� :• / E„ PROPOSED ,, ACCESS ROAD (PERMITTED -=r �)
L,J _� i�.• / ( INVERTER i: SEPARATELY j,�lrj . . ................. . . .'._. . .-:.
° DB 9102 PG. 302 i _ _ II ) RICKY SHIELDS KIKER
\ s �� I uuuu • • •_• • • •;• • •;•;• • • •'•_. • ••. PROPOSED GRAVEL ACCESS ROAD
Q i� ' - n' �i SKID (TYP.) - I I I „ & DAWN D KIKER '._. . .'... . ............... . .':,
o ��_���% i w�/ �� _ H i,•. PIN: 55434847420000
N �`D �!�0°'` 8 �. 1 r \ :. �_. I ,- ,i UTILITY DB. 10483 PG. 1
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= - -II '�� :•,•. IIIII ANDI 6 I CULVERT 2:(2) -94 LFII0Z,-* ��:•
DALTON LEE MCCOY TRUSTEE teitill.
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( i ►/� �iiiiiiiiiiii�
CYNTHIA ANN MCCOY TRUSTEE � �pllllllllllllllll x _ _ _ 11111 / •��/�������/�♦ PROPOSED LAYDOWN PARKING AREA
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o PIN: 55430817770000 CULVERT 1: 60 LF X - llll ) ���/���/�♦II uu�° :.,:� • • • • ROBERT D. FINK & ANGELA ►/�����/��/��/�/�/�����1 z
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a I1�i PROPOSED SOLAR II pp •• • _• '\ „ I PIN: 55434885660000 55434885660000
� /�/�j I �''� II '' • I,..-. DB. 10478 PG. 80
c 100' PROPERTY LINE /���•�A 4 41,,IIII ARRAYS (TYP.)
° SETBACK TYP. i 20.0' 68.0' PROPOSED .- \ / POND TYP. DB. 7476 PG. 205 EXISTING POND
(TYP.) lillif/ I UTILITY RIGHT OF WAY — ( )' THE BOC GROUP, INC. _
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PIN: 55338883330000 INVERT OUT: 538.57'_X 4 �' �• <._� 'Ai �,z °2� • _, •• cv
' DB. 96 PG. 564, DB. 103 PG. 139 DB. airlirpor�� - R53.o' 20 0' ,oHP -1 i'i'i ""'* '_ CD 0 1--...
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3 LIMITS OF DISTURBANCE (TYP.) PB 46 PG. 18 / x ��5 �:�•�^' X ��' ' 30' PROPERTY w w
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o PROPOSED 20' GRAVEL ' x PROPOSED INVERTER I�, � . /��� i ) •� ■ w
3 ACCESS ROAD (TYP.) S_.� I,•./
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DAVID B STEPP o�Io(� all
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u' ..PIN: 5543269420 x2!: � ' � � _ •� ,DB. 10437 PG. 88 �/ 1� c� :�' p \\° LOT 21, PB. 17 PG. 9 ;� �10)40
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o GLORA BURKE PROPOSED SECURITY
PIN: 5543264240 100' PROPERTY LINE �� PROPOSED MEDIUM FENCE (TYP.) m Q o0 Q
VOLTAGE ELECTRICAL LINE o m
DOYLE T. LISKE w w
°- DB. 12984 PG. 196 SETBACK (TYP.) Q 00 � Z Z w
MARY G. LISKE DAVID B STEPP
LOT 24,
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° PIN: 5543142976O 0 J c� w
DB. 7690 PG. 347 �/ DB. 10437 PG. 88
o w Ir =
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U
STEPHEN M. MILLS
MICHAEL A. MCKINNEY ;. PIN: 5543350889
o MARGARET J. PIN: 5543157387 RON HALL \ , DB. 3058 PG. 201
HOUSTON DB. 3190 PG. 348 ) '� LOT 17, PB. 17 PG. 9
ALBERT A. FODEL KELLY HALL
PIN: 55143155371 LOT 9 & 10, PB. 17 PG. 9
° AND PIN: 5543257764 PROPOSED TREELINE; TREELINE SHOWN
DB. 2331 PG. 103 �•�/ BEYOND CLEARING LIMITS FOR CLARITY
PRANCES S. FODEL DB. 2872 PG. 91 PROPOSED 30.0'
-0 PIN: 55338599960000 co LOT 8 LOTS 14, 15 & 16, PB. a UTILITY EASEMENT AND REPRESENTATIVE PURPOSES
o DB. 5457 PG. 3 m PB. 17 PG. 9 17 PG. 9 ONLY. CLEARING SHALL NOT OCCUR
• BEYOND CLEARING LIMITS. (TYP.)
Z
N JOHN W. YOUNG
0
a MICHAEL A. PIN: 5543253512 i
Q o�' MCKINNEY DB. 498 PG. 123 �t�
° X PIN: 55432504 LOT 12 & 13, �.` '/
�-+ DB. 3190 PG. 3 1 PB. 17 PG. 9 �.�
° ROBERT G. SANDERS LOT 11, PB. 17 • �� �'/ CORNING INCV"PORATED
o AND N PG. 9 PIN: 55435 :0680000
13.
0 ESTATE OF ROBERT SANDERS ��' � // DB. 1758 "G. 240
PIN: 55339583940000
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\ DOUGLAS J COLBERT �• `� PIN: 5543441315
a AND I DB. 2890 PG. 84
ASHLEY N COLBERT - .1",---
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° IN: 55430487150000 / 1 + "� '
o DB. 11264 PG. 79 Ilr
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° * PIN: 554313745 ( , N V J
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SANUEL J. FLOWE �)�
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•3 DB. 12717 PG. 79 S"1 '
DB. 12717 PG. 84 U1 / Cl.
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°o ° OUTFLOW WILL ERODE THE SOIL BELOW. AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR o po Q o m Q
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SILT FENCE OUTLET 02 TEMPORARY CONSTRUCTION ENTRANCE 03 o o 0
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1 MAINTENANCE SPECIFICATIONS CONSTRUCTION SPECIFICATIONS
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OP RIM OF STONE BERM �AG 2' ° CONCRETE ° 2' 2' 1' 2' 6' ��� INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY 1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER O
SCREWS WASHOUT PENILE EXCAVATION AND DISPOSAL OF SPOIL.
AND AFTER EACH SIGNIFICANT (�Z INCH OR GREATER) \
\ i / i 1 RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE \� s 44���.� 11
SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO 2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A vV .k
VEHICLE ENTRANCE H
° 3' SEMI-CIRCLE AROUND THE PIPE INLET. THE STONE # • '(
° LINED SIDE FRONT 1' ® 2% SLOPE ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS a°ssBR"' .4 Pipd InvertpAP
Q I 2y1 VEHICLE ENTRANCE - _ ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE SHOULD BE BUILT UP HIGHER ON EACH END WHERE -
PITVIEW VIEW �1Pr
6" WASH STONE --- 1' t IT TIES INTO THE EMBANKMENT. THE MINIMUM ., rn
Q I SUMP \ \ T PIT SUMP TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE Flow gFlow - ZV
I - - \ \\ /\ \//\/\ //\ DESIGNATED DISPOSAL AREA AND REPLACE THE CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, v
0_ ,�' 1 I / �t \ + \/�� \\/' 3' \�\ \\�\\\ \\' ANCHOR PLASTIC KEY IN REMOVABLE LINING CONTAMINATED PART OF THE GRAVEL FACING. WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE ;��� J
c�i A ; \� / 10 MIL. PLASTIC LINING MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1
A1 / / �\ LINER WITH #57 FOOT LOWER THAN THE SHOULDER OF THE ®�' �'� ' `
° 1 STONE BERM CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP V
`° LL - - - DISPLACED FROM THE STONE HORSESHOE MUST BE
a, LL 3"x3"x8' SECTION A-A EMBANKMENT OR DIVERSIONS. ,,,
co u) WOOD POSTS REPLACED IMMEDIATELY. Filter Berm NC
3. A 1 FOOT THICK LAYER OF NC DOT #5 OR #57 DOT#5 or#57
0
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.'-) STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE woshedst°ne
ds AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN
yg CONCRETE WASHOUT OF THE RIPRAP.
o cN "CONCRETE WASHOUT" SIGN SIGN DETAIL PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND
0N c (SEEF-- NOTE 2) (OR EQUIVALENT) ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO �c`°3 o
PLAN VIEW BLEND WITH THE ADJOINING AREAS AND PROVIDE 4. THE SEDIMENT STORAGE AREA SHOULD BE 0
NOTES: 20' PERMANENT GROUND COVER. EXCAVATED AROUND THE OUTSIDE OF THE STONE
0 ° 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. HORSESHOE 18 INCHES BELOW NATURAL GRADE. ///��\
2' 2' 1' 2' 6' 2' 1' 2' 2' SILT N°tur°IGr°und
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE RipropNeodwoll.lmin
° 01 SILT FENCE 5. WHEN THE CONTRIBUTING DRAINAGE ARE HAS BEEN 3 hei ht from road shoulder 0
WASHOUT FACILITY. F° g ��
° 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FENCE y 1' f y 1' STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL �1 •Z. ` `,
o FROM THE SITE AND DISPOSED OF OR RECYCLED. GRADING ELEVATIONS, COMPACT AREA PROPERLY,
ROCK PIPE INLET PROTECTION► Pipe rove'
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE \ 1 AND STABILIZE WITH GROUND COVER. 15• 11
1' 1 1' NOT TO SCALE Cl se hiprap
J ° TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND NC DOT#5 or#57
° STABILIZED TO PREVENT EROSION. ` 1' 2•
washedst°"° - W
Q PIT SUMP Figure 6.55a Rock pipe inlet protection plan view and cross-section view
I 6 5. PIT CAPACITY IS MINIMUM OF 6 CUBIC FEET PER 10 CUBIC YARDS OF CONCRETE. 1
w I
o - ANCHOR PLASTIC
J ° CONSTRUCTION SPECIFICATIONS: 10 MIL. PLASTIC LINING LINER WITH #57 05
U p BUILD AN ENCLOSED EARTHEN BERM OR EXCAVATE TO FORM AN ENCLOSURE IN ACCORDANCE WITH THE STONE BERM U
z DETAILS AND AS DIRECTED. SECTION B-B z
o =
o E INSTALL TEMPORARY SILT FENCE AROUND THE PERIMETER OF THE ENCLOSURE IN ACCORDANCE WITH THE MAINTENANCE11
z ° DETAILS AND AS DIRECTED IF STRUCTURE IS NOT LOCATED IN AN AREA WHERE EXISTING EROSION AND INSPECT CONCRETE WASHOUT DAILY TO DETECT LEAKS OR TEARS AND TO
0 o SEDIMENTATION CONTROL DEVICES ARE CAPABLE TO CONTAINING ANY LOSS OF SEDIMENT. IDENTIFY WHEN MATERIALS NEED TO BE REMOVED AND REPLACED.
° NOTE
o ROLL OFF CONCRETE WASH OUT STATION MAY BE USED IN PLACE OF SELF J
[1 °' POST A SIGN WITH THE WORDS "CONCRETE WASHOUT" IN CLOSE PROXIMITY OF THE CONCRETE WASHOUT
` _, AREA, SO IT IS CLEARLY VISIBLE TO SITE PERSONNEL. MADE WASH OUT STATION. CONTRACTOR TO RECEIVE APPROVAL FROM THE
CONCRETE WASHOUT STATION ENGINEER PRIOR TO SUBSTITUTION. 0 Z
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0 GENERAL NOTES:
CONSTRUCTION SPECIFICATIONS: w
o 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE BASIN 1-
Q AREA SHALL BE CLEARED. 1. REMOVE AND PROPERLY DISPOSE OF ALL o
TREES, BRUSH, STUMPS, AND OTHER NAG S75 EROSION CONTROL
o OBJECTIONABLE MATERIAL. MATTING OR APPROVED
0
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED EQUAL (FROM CUT SLOPE TO
E STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY 2. ENSURE THAT THE MINIMUM TOP OF BERM) 2' MIN. TOP
= TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL CONSTRUCTED CROSS SECTION MEETS CREST WIDTH
1 SECTIONS. ALL DESIGN REQUIREMENTS. 2' MIN.
CLASS B RIP-RAP; TEMPORARY BERM
CARRY RIP-RAP ONTO 3. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. 3. ENSURE THAT THE TOP OF THE DIKE IS
o EMERGENCY BACK SIDE OF SPILLWAY NOT LOWER AT ANY POINT THAN THE
SPILLWAY - 4. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. DESIGN ELEVATION PLUS THE SPECIFIED
r4.5'.- LENGTH 5. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY SETTLEMENT. NATURAL GROUND \\//\A\�� m
0 EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR 4. PROVIDE SUFFICIENT ROOM AROUND 5 /`/ \, z0
v TIMBER. DIVERSIONS TO PERMIT MACHINE
o mN SEE BASIN SECTION i REGRADING AND CLEANOUT. C0 II NATURAL GROU
/\�.� BELOW �� 6. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE ND w
PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE 5. VEGETATE THE RIDGE IMMEDIATELY AFTER m
1110141411.111.0A041,1" FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. CONSTRUCTION, UNLESS IT WILL REMAIN
\ \/\/\/\/\/\/\/ -\/ EARTH BERM IN PLACE LESS THAN 30 WORKING DAYS.
\//\//\//\//\//\//\//\// 7. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE. RECOMMENDED STORAGE IS 1800 CUBIC
\\\/\/\/\/\/\/\/\\\ IMPERMEABLE LINER (CLAY OR FEET OF STORAGE PER ACRE OF DRAINAGE AREA. MAINTENANCE NOTES:
0
o \\ \ SYNTHETIC) TO BE PROVIDED UNDER THE 8. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED. 1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. TEMPORARY DIVERSION DITCH CUT WITH BLADE
EMERGENCY SPILLWAY. DESIGN TO BE 9, LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE.
0 APPROVED BY GEOTECHNICAL ENGINEER 2. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
° ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE
0 SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE DIVERSION RIDGE.
0SKIMMER TO THE SIDE FOR MAINTENANCE. z
Q SECTION THROUGH BERM AND FILTER 3. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. 4. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE NOTES:
0
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND AND
APPROPRIATELY STABILIZE IT. 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%. o
° BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH.
C (0
T 2. SILT FENCE MAY BE REQUIRED BEHIND BERM. N
0 12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. do o
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13. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND 0 o
> NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. w f I
TEMPORARY DIVERSION DITCH ~ -
0 STABLE CONVEYANCE INTO 14. THE BASIN SHALL BE INSPECTED AFTER EACH RAIN MADE AS NECESSARY. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR <
° BASIN; SEE DETAIL ABOVE FLATTER. N.T.S. KHA DETAIL NO: 01.106.R02 02 0 < o
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15. IMPERMEABLE LINER WILL BE INSTALLED ON THE SPILLWAY.0 Q o °' v
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° 0 CONSTRUCTION SPECIFICATIONS: CONSTRUCTION SPECIFICATIONS: �� < 1 U j 0
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° - RIP-RAP SHALL BE I / 1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE REMOVE AND PROPERLY DISPOSE OF ALL MIN. 2' o w
-0 , EXTENDED 5' ALONG ~�\ SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL TREES, BRUSH, STUMPS, AND OTHER WIDTH 1 N
o % OBJECTIONABLE MATERIAL. TEMPORARY MATTING (NAG S75
THE DIVERSION TO / / r OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW OR APPROVED EQUAL) 1 w
PREVENT EROSION SF / SILT FENCE AT TOE OF EARTH BERM BASIN AS NEEDED. •.•••.•••.••, >
° FROM RUNOFF p�T�iMFN /, ENSURE THAT THE MINIMUM CONSTRUCTED 2 ,�!:""""""'•!�, J
w T CROSS SECTION MEETS ALL DESIGN MIN. 1' 1 �i��'�����4��4��. �'��i. MIN. T WIDTH
0 0 ENTERING THE BASIN - 2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER ,.. !io✓iorioo 4..
J - i / + OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE REQUIREMENTS. EXISTING HEIGHT ��,,�'%�����o��o°o°o��o°o°o����r ��:�.�.� % J
0
F \ \ ` ,� EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT. ( ) " ��`�`�`�`�`�`�`�`�``� .' - - - - - - - E -
/ �QT ENSURE THAT THE TOP OF THE DIKE IS NOT GRADE TYP. !' � �� ���j�������`�r���.�-`.���� N >
tie I / r�jr�}r�rrOrr�rr0}ram:: ;ir``!r�`rr�ir``rr``ir�i� 4,4 �•;i/ \j o z
z o FRi17 I ` / 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY LOWER AT ANY POINT THAN THE DESIGN .`�`�r``O``O�`O�`O�`o �o``rr�`o�`0o0�`O�`G�`�r�`- .,•. 2 2 p;� \\ 1- O
ELEVATION PLUS THE SPECIFIED SETTLEMENT. \� `o`�r�`O°O�r��OOO��OOO��O0O��0o0°O���r� �,',��� 1 MIN. 1' 1 ���•• /�j�� IIMMI O _
o ` EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR ���\\�� � �'
z / + TIMBER. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS \\\4\\\\\%\ \/ . yoy+7+7674y4�� /\
riiir✓ ��, �.�
0- TO PERMIT MACHINE REGRADING AND , \ \ \ '��"��'���'�' ��
y OUTLET 4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO CLEANOUT. A\ \� \� \\ \� /\� \ MIN. 3 N
o \ \ \ DITCH NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE ��\�\��� �j\\ \ \\ WIDTH d-
w 0 + FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT -�\\\�
o =x LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM COMPACTED BERM (TYP.) � '\\\j�\\%�
oa CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
jA��AIIIIIIIIiii/
cn o RIP-RAP APRON TO CONTINUE 5. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH MAINTENANCE NOTES: \\\�\, CAR,
0 °(-)) TO LIMITS OF DISTURBED CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE s`` `\
AREA OR UNDISTURBED DAM AFTER THE EMBANKMENT IS COMPLETE. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. EXISTING EARTH (TYP.) ` O;*IU......
.5,3 , `"'
+' - PERSPECTIVE VIEW STABILIZED CONVEYANCE QUO, P�JG
0 - 6. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS, OR AS DESIGNED. RIDGE. es-
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION = \O��
i
0 0 7. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. •
_ • �'
ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. Q�0�I N(� . \
_ SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE Q��`�
0 SKIMMER TO THE SIDE FOR MAINTENANCE. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND O A M S�\�`
- 0 THE CHANNEL TO BLEND WITH THE NATURAL GROUND AND APPROPRIATELY NOTES: ����ii�l�ll����\\\\
8. EARTHEN SPILLWAYS-INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT STABILIZE IT.
n Q ° OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
o SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE z up up _1
c1 0 GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO 2. SILT FENCE MAY BE REQUIRED BEHIND BERM. 1- 0 0 cn Cl)
j ° THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE 0Li j O
>, -° FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC 0 N (f)
MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE 0 0 ~LI \ m >-
-0 o- FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, Q 07
0 a CLASS B RIP-RAP; MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE TEMPORARY DIVERSION CHANNEL o °� Q o m o
°- CARRY RIP-RAP ONTO FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A 03 < w cz.� Z U
wl BACK SIDE OF SPILLWAY MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY 1999. J. W. FAIRCLOTH & N.T.S. O 0O Q Q w
O 5' MIN. SON.). 0 o LL o 0
0 _
0 o 1' FREEBOARD MIN
ABOVE HIGH WATER 9. INLETS-DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR
0o 3 DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO
0 0 6" DEPTH OF FLOW IMPROVE BASIN TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION). REMOVE
OVER W IR REMOVE SEDIMENT BASIN 0
wo TOP OF BERM (EMERG NCY SPILLWAY) 10. EROSION CONTROL-CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY SKIMMER
t
DESIGN HIGH WATER �'\ FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY BAFFLE (TYP.)
1 - EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER nI
s SPILLWAY CREST erIVIIII r bL CONSTRUCTION (REFERENCES: SURFACE STABILIZATION). REMOVE v., ,/ - f, / 12\ SEDIMENT STORAGE AREA /\\\�\ \�\/\ OUTLET PIPE - H
0 \/ /\/\/\/\/\/\ 11. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES, OF THE NCDEQ EROSION AND SEDIMENT \\CLEAN OUT STAKE�� SKIMMER 3 /\/\/\/\/\/\/V \ CONTROL PLANNING AND DESIGN MANUAL. - 1
\\/ r\\/\\/\\/\\/\\/\\/\\/\\/ IMPERMEABLE LINER p Zrn
\ 1 \\//\\//\\//\\//\\//\\//\\//\\//\\/\\ 3 12. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE } I v /
E .° \/ 3 1/2 WATER ////�//�//�//////////////////// 1 A '/ A u t 2% MINA 0
Q / / SURFACE \\ \\ \\ \\ \\ \\�\\,\\,\\\�\\. UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY (REFERENCES: �� I _ /
hT � �1 ELEVATION / /A/A/ � �� �i �_,
\ \ \ \ \ \ \ J I SURFACE STABILIZATION), I_ t�� ' `
`° 0 MAXIMUM LEVEL OF / /\//�\//� f��,/� \�/�\//�\ • • MAINTENANCE NOTES: I I I v <
.\ X\ �� x\ : i _ I j REMOVE
SEDIMENT COLLECTED- �� .
I-
,,' CLEAN BASIN WHEN ' N 1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL BULLDOZE EMBANKMENT FILL I INLET Z
O T THIS LEVEL IS REACHED. RIP-RAP DISSIPATER EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT - - - I- - STRUCTURE w
c 15' MINIMUM 24' MINIMUM PAD; REFER TO DETAIL ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT INTO SEDIMENT BASIN TO 0
o ° UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER PROVIDE POSITIVE DRAINAGE . Z PROPOSED 0
o OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. TOWARDS EXISTING STREAM GRADE r
0 SECTION THROUGH BASIN AND FILTER 2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND V/
m ° THEM. PLAN VIEW
cp 0 0
Q a 3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE
THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE
0 ,- SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO
Q
1 `E,
° SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. Ill
WI
o -- 4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A
J 0 PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
O S CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL
u, WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE BULLDOZE EMBANKMENT z
0 .o EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER FILL INTO SEDIMENT BASIN
U E DEBRIS FROM THE SKIMMER AND POOL AREAS. TO PROVIDE POSITIVE REMOVE REMOVE
11
0 0 5. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE DRAINAGE TOWARDS SKIMMER SEDIMENT BASIN
o - WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. EXISTING STREAM BAFFLE, TYP
U a) SKIMMER SEDIMENT BASIN PROPOSED ////v/vf\ BASIN
J
(oi GRADE \j\\j\\j\\j 1.i�ai� \�!
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N.T.S. KHA DETAIL NO: 01.401.R02 / / /
/ / / ���% %A
/\y\y �icei\i\i\icy/\� � 2� MIN /\\/\\/\
a) OUTLET PIPE \ \ \ \ � ,,_,..___..._..._Him-, F/ //%j\/i ( D O
\ \ \ \ \ / / / x/•
/�//�//A//A//�i�: 2� MIN � _ g �\�\
o I_.. -1 I I-III I I III III-I I --III III-I I I-I \�/\\ i� p
CJ -III-I I-I I-I II I II II I II II I II II I II II I II II I II II I II II I II II I II II I II II 11i=1 i-it I II II I II I I II 'I I I�II I II 1 I ICI I I, �/\/\/\�
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\ \ \ \ \ \ \ \ \ \ \ >- orV
-° • ' ' A A f\ /X//'//' 4 A A A A A '//// /' A A A A < i2 Ill
0 ° FILL FROM EMBANKMENT <
z
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° SECTION A >-
lb Q 0 z
'0 c o
0
00
NOTES: O
cn - 1. NO EROSION CONTROL MEASURES (INCLUDING SEDIMENT BASINS) SHALL BE REMOVED UNTIL APPROVAL IS RECEIVED FROM THE NCDEQ EROSION CONTROL 0
INSPECTOR. III up
0 s 2. NO EROSION CONTROL MEASURES SHALL BE REMOVED UNTIL THE ENTIRE UPSTREAM DRAINAGE AREA TO SAID MEASURE IS ADEQUATELY STABILIZED. D
o �, 3. CONTRACTOR SHALL COORDINATE BASIN DECOMMISSIONING METHOD WITH NCDEQ INSPECTOR. Cl. IY
01 ( 4. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE THROUGH BASIN AS SPECIFIED ON DETAIL, 0'
0 5. CONTRACTOR SHALL PERMANENTLY STABILIZE BASIN AFTER WORK IS COMPLETED. Q
6. CONTRACTOR SHALL INSPECT, MONITOR, AND MAINTAIN BASIN AND STABILIZATION UNTIL LAND DISTURBANCE PERMIT CLOSE-OUT IS RECEIVED. m
- Q
cn o 0
w
0 BASIN DECOMMISSIONING DETAIL SHEET NUMBER
(§4\/
0 °
N.T.S. KHA DETAIL NO: DETL-NO C81
0 l •

c MAINTENANCE NOTES: m
INSPECT SKIMMER AND TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH NOTES: •�.�� ��.��� \ m
o SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE 1. SKIMMER DEVICE REQUIRED IN EACH \ ����` ���/ /\
o SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES. SEDIMENT BASIN. / 4.��`�.-�f-.-� ••••• �•.��./or /
• I • • • I I O/ / Ld
° PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. ���Y���7���7��Y���Y���S��I���Y��i \, TEMPORARY SEEDING RECOMMENDATIONS-LATEWINTER/EARLY SPRING TEMPORARY SEEDING-SUMMER TEMPORARY SEEDING-FALL
Q PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT STORAGE. 2. SKIMMER TO BE 4" FAIRCLOTH //\ / / / / / / / / / / / \ Q
\ \ \/\/\/\/\/\/\/\/\/ / SEEDING MIXTURE SEEDING MIXTURE SEEDING MIXTURE
SKIMMER WITH INLET SIZED TO / �/ o
-o CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE
HOURS.R BASIN IN MINIMUM 48 \\/\\/\\/\\/\\/\\/\\/\\/\\ SPECIES RATE (LB/ACRE) SPECIES RATE (lb/ACRE) SPECIES RATE (lb/ACRE)
° EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. HOURS. \/ / / / / / / / / /
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE BASIN. / // // // // // // // // / RYE (GRAIN) 120 GERMAN MILLET 40 RYE (GRAIN) 120
o \ ANNUAL LESPEDEZA 50
= IF THE SKIMMER IS CLOGGED WITH TRASH PULL THE SKIMMER TO ONE SIDE AND REMOVE THE 3. CONTACT J.W. FAIRCLOTH AND SON, \ (KOBE IN PIEDMONT AND COASTAL PLAIN, IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE SEEDING DATES
919 732-1244, FOR ADDITIONAL \ \ \ KOREAN IN MOUNTAINS) SUBSTITUTED AT A RATE OF 50 lb/ACRE.
DEBRIS. ALSO CHECK THE ORIFICE. ( ) �\ �\ �\ �\ �/
° INFORMATION AND ORDERING OF THE MOUNTAINS AUG. 15 - DEC. 15
AUG. - DEC. 30
E IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE REQUIRED SKIMMERS. OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO SEEDING DATES COAS ALTPLAIN----AUG. 115 5- DEC. 30
EXTEND BEYOND JUNE.
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND SECTION THROUGH BERM AND FILTER MOUNTAINS MAY 15 - AUG. 15
° VENT SEEDING DATES PIEDMONT MAY 1 - AUG. 15 SOIL AMENDMENTS
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. 4. CONTRACTOR WILL PROVIDE A ROPE COASTAL PLAIN----APR. 15 - AUG. 15
.> ATTACHMENT FOR MAINTENANCE SCREEN ACCESSIBLE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR 3 TONS PER ACRE IN CLAY
ALUMINUM STRAPS 17.j MOUNTAINS ABOVE 2500 FT: FEB. 15 - MAY 15
SUSPENDING INLET THROUGH DOOR BELOW 2500 FT: FEB. 1 - MAY 1 SOIL AMENDMENTS SOILS AND 1,000 lb/ACRE 10-10-10 FERTILIZER. (n
6 ROPE ATTACHED TO SKIMMER PIEDMONT JAN. 1 - MAY 1 Z
TOP OF BERM MAINTENANCE CLASS B RIP-RAP; � COASTAL PLAIN----DEC. 1 - APR. 15 FOLLOW RECOMMENDATIONS OF SOIL TESTS OR 3 TONS PER ACRE IN CLAY MULCH 0
CARRY RIP-RAP ONTO * '' SOILS AND 1,000 Ib/ACRE 10-10-10 FERTILIZER.
•:;.;., SOIL AMENDMENTS MULCH AFTER SEEDING WITH 2 TONS OF GRAIN STRAW PER ACRE AND EITHER
0 SKIMMER BACK SIDE OF SPILLWAY MULCH CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS PER
- DESIGN HIGH WATER FOLLOW RECOMMENDATIONS OF SOIL TESTS OR 3 TONS PER ACRE IN CLAY ACRE OR EMULSIFIED ASPHALT AT 400 GALLONS PER ACRE. LL1
"i CY
SOILS AND 1,000 lb/ACRE 10-10-10 FERTILIZER. MULCH AFTER SEEDING WITH 2 TONS OF GRAIN STRAW PER ACRE AND EITHER
° SPILLWAY CREST ��������� IMPERMEABLE � CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS PER MAINTENANCE
J , 00.
�� MULCH ACRE OR EMULSIFIED ASPHALT AT 400 GALLONS PER ACRE.
_ - - _ - - /FOR
,X X � �� : MEMBRANE I \- - /�%/�%/�%/�%/�%/� •� ' REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50
0 SEDIMENT STORAGE AREA / / / / / MAINTENANCE LB/y /\ \ \ \ \ \j\ PVC FLOAT MULCH AFTER SEEDING WITH 2 TONS OF GRAIN STRAW PER ACRE AND EITHER /ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
-c
3 // // // // // // /\ ��=' 3 6 .y;..... .� CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50L6/ACRE KOBE
/ \ \ \ \ \ \ \ \ \ - PER ACRE OR EMULSIFIED ASPHALT AT 400 GALLONS PER ACRE. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE
/\ / 1 /\/\/\/\/\/\/\/\/\/ 1 MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. FEBRUARY OR EARLY MARCH.
/ // // // // // // // // // // HEAD ON CENTER OF
\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ ` MAINTENANCE
\\ Th� / //\//\//\//\//\//\//\//\//\//\ \ .�� ♦ INLET AND ORIFICE
/ MAXIMUM LEVEL OF SEDIMENT / /\/\/\/\/\/\/\/\/\/\/\/\ ��, _ ), REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND
o /\ \ COLLECTED-CLEAN BASIN WHEN / // // // // // // // // // // // // /\\.-4/ f MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
0 \ /\ '\ THIS LEVEL IS REACHED \\\\\\\\\\\\\\\\\\\\\\\\\\\\\,'\\\\\\\\\\\\\\\\\•����_ COUPLING TO PVC INLET EXTENSION Ei
° \// . 1 OUTLET PIPE TO z
Q POST WITH \ \/ / . //\/\//\ \/\/ /\/\/\�1, /�� \/\/\/\
ROPE BE SUPPLIED BY
o ATTACHED \/�\/�\/\ /�\/�\/�\/\\/�\, /�\/�\/�\/� ,,\\/�\/�\/ \ CONTRACTOR SCHEDULE 40 SOLID PVC BARREL
TO BE SUPPLIED BY CONTRACTOR
FOR SKIMMER / CONSTRUCTION SPECIFICATIONS:
o MAINTENANCE GRAVEL PAD FOR COUPLING AT BOTTOM OF BASIN N HOSE, SS CLAMPS
= SKIMMER RESTING TO 4" PVC OUTLET PIPE 2' CUT-OFF TRENCH THREADED MALE NIPPLE AND OUTLET END COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS, DIKES, WATERWAYS, AND BASINS. MINIMIZE STEEP SLOPES C ID
POSITION BECAUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND INCREASE THE EROSION HAZARD. IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES `�T
E SECTION THROUGH BASIN AND FILTER GRAVEL AND RIP-RAP FILTER BASIN USING A RIPPER, HARROW, OR CHISEL PLOW. z z o
>, SKIMMER SKIMMER DEVICE
z O
SEEDBED PREPARATION0 N
GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. A GOOD SEEDBED IS WELL-PULVERIZED, LOOSE, AND UNIFORM. WHERE HYDROSEEDING METHODS ARE I-LJ 4.
N.T.S. O 0
USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF LARGE CLODS AND STONES. < J Ui
o
'O' = (-)
Q LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE o0 1 0, o
OF 2 TONS/ACRE ON COARSE-TEXTURED SOILS AND 3 TONS/ACRE ON FINE- TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 Q o a) v
INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED. AILO
X 0
FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTH FERTILIZER AND LIME "�\' < 1 I oz o
o SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. z 5 o I o
00 06 EL (n o W 1
-o .o SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF O oN J
cC o RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR = W I
Q FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING (NCDEQ PRACTICE 6.03, SURFACE ROUGHENING). (1) w i ro-
o 1 co 5
o , PLANT SELECTION MENEM 0
BAFFLES WITH METAL T-POST, WOVEN WIRE NOTES: SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.10A FOR SEEDING IN LATE WINTER AND EARLY SPRING, TABLE 6.10E FOR SUMMER, AND TABLE 6.10C FOR FALL. Y J ,,
O ,, FABRIC BACKING AND COIR FIBER NETTING 1. DRIVE STEEL FENCE POST AT LEAST 18 EO INCHES INTO INTO SOLID GROUND. IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDINGS HAVE POOR CHANCES OF SUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE RECOMMENDATIONS FOR FALL AND A o > w
z o SEE BAFFLE DETAIL SQL 2. WOOD POST ARE NOT ACCEPTABLE. SECURELY TACKED MULCH. N 1 zo
00 (THIS SHEET) C�� �� 3. DIRECT WATER TO TOP OF BASIN USING -
/ �� STABILIZED DITCH, SLOPE DRAIN PIPE SEEDING Q
BOTTOM ANCHORED EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES 6.10A-6.10C. BROADCAST SEEDING ::::11:::: L`
C WITH STAPLES OR OTHER APPROVED METHOD. ( )
u> E AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVING
c A UNIFORM DISTRIBUTION. d-
of SKIMMER WITH RETRIEVAL ROPE '','I
o (SEE DETAIL 04000.18) `.' '11 SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN
co Rio. �;. DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER. HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH.
/ TOP OF `I■\,.• 1111► p
�0\IIIIIII/////
co o DAM 5'-0» __ :_ _ °Iiiiii.. MULCHING \\\\\ CARO
j _ _?_.•- _6.
S'' === __ THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL CONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS (NCDEQ \,�\0�I..�FESS. ��0�
ca ° •::== = MF�� .ii■■i-_ PRACTICE 6.14, MULCHING). HARSH SITE CONDITIONS INCLUDE: .QS- P.JG ;
° - A/TiIllpl • SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE FOR THIS USE)a. , = D /\��6, •• -
Q "•��,�_m__ - _ B -_ SLOPES STEEPER THAN 3:1, _ �� GO
° o �p� "_;�:o:,- • EXCESSIVELY HOT OR DRY WEATHER,
‘11111 �� _ _ _ Q 0�
I °- _ • ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND ••I\-.••••���
• - -
__ -
AREAS RECEIVING CONCENTRATED FLOW. �0� A 'S�,P���`
o _ CORP FIBER MATTING. /////IIIIIII\\\�\\\\
: -•' SECURE WITH NYLON IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN CHANNELS, ANCHOR MULCH WITH NETTING (NCDEQ PRACTICE 6.14, MULCHING).
CI �. :'.,.ins.
° 1�1�. ZIP TIES.
0 WEIR - ter' r- MAINTENANCE z J
I ' ` Q Q
o 3g" RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. w 6) No 0 Lip cn -'
STONE APRON r '- ZIP TIES MIN. NCDEQ TEMPORARY SEEDING -D0 0 W N
Q WITH FILTER FABRIC RECOMMENDATIONS 0 - oo Q m >
(0 06) n o m o
Q FLOW DIRECTION STAPLES N.T.S. KHA DETAIL NO: - Q oo \ z z W
coI CO 4 % - n Y 0 wQ I cn <GROUND o
ANTI-VORTEX PLATE cn o o 0o -I - I I-I -II I-I I -I Filll Ioo 1 -11- 1=W=1 - I - 1 -IHE I I I-
Lf-)
1-I 11-1 I IlEilII I- 1\I d I-I ild1 /1ik TRASH RACK
6 C ,11 .1111 III III= 18 MIN -IMPERMEABLE MEMBRANE
PERSPECTIVE VIEW WOVEN WIRE FABRIC.
j o SECURE WITH NYLON ZIP TIES. 11 11IIIIIIi MIN. REMOVABLE TRASH RACK -CMP RISER 10' MIN.
> - 1=1 I I 1-al FOR EASE IN MAINTENANCE CARRY RIP-RAP UP
W C BACK SIDE OF SPILLWAY 0
0 ' ;III-I
-III 1' FREEBOARD MIN. ^'
Q1 o T-POST- TOP OFSBEMMER ` ABOVE HIGH WATER '
tl ■�Il�h `+
m ° DESIGN HIGH WATER -AWN-Ygh`�.
/ 0 11 T 1- III-•
'II=III-II�I�I�II-III-•l�� WEIR DEPTH OF FLOW OVER )
° 0� SEDIMENT STORAGE AREA RISER CREST _JJ1 __I 3
(EMERGENCY SPILLWAY
- - Z3 l= 11LI 11-I -L_ I-i I:�' 1
a CLEAN OUT STAKE
E ° ,d-ii=ii III -11 11 1I� ._A- 0 -I
05 1/2 WATER -I I=111=111TI 11 II 11=I I I EI I I=ITI= -I III I Z4
hc) o a SURFACE -IIIIIIIIIIIIIIIIII4IIIIIIIIIII, ,ll1 0;,1JI4II1I,�"ram. DAYLIGHT
Lo ELEVATION NAU
L CONSTRUCTION SPECIFICATIONS: 1 - - I '. ,040
o
o MATERIALS V.
/ iN ANTI-SEEP COLLAR
Z
o < 1. USE MATTING MADE OF 100% COCONUT FIBER (COIR) TWINE WOVEN INTO HIGH STRENGTH MATRIX WITH THE PROPERTIES SHOWN IN TABLE 6.65A IN NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. CONNECT TO RISER J 2 _ RIP-RAP DISSIPATER w
c1 AT BOTTOM OF BASIN RISER BARREL O
0 o PAD; REFER TO DETAIL Q
N 2. STAPLES SHOULD BE MADE OF 0.125 INCH DIAMETER NEW STEEL WIRE FORMED INTO A 'U' SHAPE NOT LESS THAN 12 INCHES IN LENGTH WITH A THROAT OF 1 INCH IN WIDTH. THE STAPLES ANCHOR THE POROUS BAFFLES INTO THE SIDES AND BOTTOM OF THE MAXIMUM LEVEL OF SEDIMENT CONCRETE
co- -°o BASIN. COLLECTED- CLEAN BASIN WHEN ANTI-FLOTATION BLOCK;
0 THIS LEVEL IS REACHED. EXTEND RISER AS
m o 3. ENSURE THAT STEEL POSTS FOR POROUS BAFFLES ARE OF A SUFFICIENT HEIGHT TO SUPPORT BAFFLES AT DESIRED HEIGHT. POSTS SHOULD BE APPROXIMATELY 1-3/8" WIDE MEASURED PARALLEL TO THE FENCE, AND HAVE A MINIMUM WEIGHT OF 1.25 LB/LINEAR NECESSARY TO ACHIEVE SECTION THROUGH BASIN AND FILTER
FT. THE POSTS MUST BE EQUIPPED WITH AN ANCHOR PLATE HAVING A MINIMUM AREA OF 14.0 SQUARE INCHES AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE TO HAVE A MEANS OF RETAINING WIRE AND COIR FIBER MAT IN THE DESIRED POSITION WITHOUT MINIMUM ANTI-FLOTATION O
0 - DISPLACEMENT. CONCRETE QUANTITY PER
Q ° PLANo A'
C ,_ 4. USE 9-GAUGE HIGH TENSION WIRE FOR SUPPORT WIRE. ESPIIL WAYY
LENGTH CARRY RIP-RAP UP BACK
m 4.5 SIDE OF SPILLWAY
CONSTRUCTION LLI
o ° 1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE. SEE BASIN IIIIII
° 2. INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVATION OF THE BASINS. MAINTENANCE NOTES: SECTION ABOVE
EL7 -I -III -III -I - -� -� U
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH � �- 111- _- CLASS B
3. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP. II-1it11 11=111 11=1i-111 11=111 it-i z
z L SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. II-IIIIII-III-IIIII-IIIIII-III-IIIII RIP-RAP
O - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT 11=III-IIIaII-IIIaII=III-IIIaII-111a11=
O ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN -III 11=11-III 11III 11=11-III EARTH BERM
4. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES AND SPACED A MAXIMUM OF 4 FEET APART. THE TOP OF THE FABRIC SHOULD BE A MINIMUM OF 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE A MINIMUM -1T Hall �ii 1T Hall �ii III
z OF 2 INCHES LOWER THAN THE TOP OF THE EARTHEN EMBANKMENT. AREA WITH SEDIMENT CONTROLS.
O o CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND IIIIII
7 INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
0 5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES. REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND CC a) POOL AREA. SECTION THROUGH BERM AND FILTER
W JN
6. ATTACH A 9 GAUGE HIGH TENSION WIRE STRAND TO THE STEEL POSTS AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION WITH PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING. IF THE TEMPORARY SEDIMENT BASIN WILL BE CONVERTED TO A
CV � CONSTRUCTION SPECIFICATIONS:
PERMANENT STORMWATER BASIN OF A GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE BASED ON THE POOL DEPTH DURING USE AS A TEMPORARY SEDIMENT BASIN. 1. SITE PREPARATIONS- CLEAR, GRUB, AND STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN 0
00 W) REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE SEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE VEGETATIVE z
O ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS NEEDED.
T 7. EXTEND 9 GAUAGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF BASIN OR INSTALL STEEL T-POSTS TO ANCHOR BAFFLE TO SIDE OF BASIN AND SECURE TO VERTICAL END POSTS. O
2. CUT-OFF TRENCH- EXCAVATE A CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE MAKE IT LESS THAN 2 FEET DEEP. THE CUT-OFF TRENCH MUST EXTEND INTO \J, 12
T Q 8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION. SECURE THE COIR FIBER MAT TO THE WIRE STRAND WITH PLASTIC TIES OR WIRE FASTENERS. ANCHOR THE MATTING TO THE SIDES AND BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST. MAKE THE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET. MAKE SIDE SLOPES OF THE 0
FLOOR OF THE BASIN WITH 12 INCH WIRE STAPLES, APPROXIMATELY 1 FT APART, ALONG THE BOTTOM AND SIDE SLOPES OF THE BASIN.
TRENCH NO STEEPER THAN 1:1. COMPACTION REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT. KEEP THE TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS. LL
°' 3. EMBANKMENT- TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON THE PLANS. IT SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY VEGETATION, ROCKS, AND OTHER OBJECTIONABLE MATERIAL. SCARIFY AREAS ON WHICH FILL IS TO BE 0 r
T ° 9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN. PLACED BEFORE PLACING FILL. THE FILL MATERIAL MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND INTO A BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, IT IS TOO WET FOR PROPER COMPACTION. PLACE FILL in
3 MATERIAL IN 6 TO 8 INCH CONTINUOUS LAYERS OVER THE ENTIRE LENGTH OF THE FILL AREA AND COMPACT IT. COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTION HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACH I I I
6 LAYER IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVY EQUIPMENT, OR A COMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT TO AN ELEVATION 10 PERCENT HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLING. f W
°, ° 10. ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REQUIREMENTS TO FIT INDIVIDUAL SITE CONDITIONS. Q
(1) °
4. CONDUIT SPILLWAYS- SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE BARREL 7
L
(n MAINTENANCE NOTES: AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE OR ANTI-SEEP COLLARS. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY w
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. IN 4-INCH LAYERS, AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE
PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER SATISFACTORY MEANS TO PREVENT 1-
c w FLOTATION. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE. Q (L Z
° BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
5. EMERGENCY SPILLWAY- INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE Z
EMERGENCY SPILLWAY. I••I••I O
_, L REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD U
NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. 6. INLETS- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
' LLJ up
5 7. EROSION CONTROL- CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY
c AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND APPROVAL FROM NCDEQ, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION. Z
°
0. i2L
8. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES, OF THE NCDEQ MANUAL. m
(/ )
Q
°
0 9. SAFETY- SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS. AVOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNING SIGNS IF TRESPASSING IS LIKELY. FOLLOW ALL STATE AND LOCAL REQUIREMENTS. m
E - SEDIMENT BASIN Q
E 01 BAFFLE N.T.S.
COo
02/) SHEET NUMBER
0 N.T.S.

c
Figure 6.03a Bulldozer treads r m
create grooves perpendicular to the 1 " ' " CONSTRUCTION SPECIFICATIONS GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COIViPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE O u ITE CONCRETE WASHOUT
0slope. The slopeface should not be +�`# • * '� THE NCGO1 CONSTRUCTION GENERAL PERMIT ST6�UCSURE VITii LINER
pr - 1, Maintain vehicles and equipment to prevent discharge of fluids.
o back-bladed during the final grading as. •' s ;O� - -• - CUT SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED Implementing the details and specifications on this plan sheet will result in the construction Z. 1'rav;de drE ins under an stored a ui meat. �t t 4_ "°'' I-
° k_- drip Y equipment. ° � v �r:` °.r f Q
Q operation (source: Va sW CC . ,. ,} �y- STAIR-STEP GRADE OR GROOVE CUT SLOPES WITH A GRADIENT STEEPER THAN activity being considered compliant with the Ground Stabilization and Materials Handling r - _' . ,,..,r. i A.,., o
,, ?F" � _ • - a. - 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from this C� I.ir• �� s
� 3:1 (FIGURES 6.03B AND 6.03C). sections of the NCGOZ Construction General Permit(Sections E and F,respectively). The ! cur .• . a: fir, '
i.y,;.,�.. .s . project. r.r !: 'L .
° - permittee shah carrtply with the Er❑lion and Sediment Control plat}approved by thec USE STAIR-STEP GRADING ON ANY ERODIBLE MATERIAL SOFT ENOUGH TO BE 4. Collect all spent fluids, store in separate containers and properly dispose as'' ` `} RIPPED WITH A BULLDOZER. SLOPES CONSISTING OF SOFT ROCK WITH SOME delegated authority having jurisdiction,All details and specifications shown on this sheet
. " may riot apply dependinggauthority R jurisdiction.
hazardous waste(recycle when possible). e
_ SUBSOIL ARE PARTICULARLY SUITED TO STAIR-STEP GRADING. on site conditions and the delegated having , m ¢moo
Slope ' - 5. Remove leaking vehicles and construction equipment from service until the problem [ ,t "s" sari '°'"r sn'rrn."-" m. RI
>, i �, .r-- MAKE THE VERTICAL CUT DISTANCE LESS THAN THE HORIZONTAL DISTANCE, AND r�'" �� l ^a t ,t.MS A o.r a ae ran r4i .I
a) \:. ''' - SECTION E:GROUND STABILIZATION • has been corrected. III 1 `M ,,, „r,�,, ,,,m. .r. .L
• SLIGHTLY SLOPE THE HORIZONTAL POSITION OF THE 'STEP" IN TOWARD THEE ��.' „R°
E # - 6. Bring used fuels, lubricants, coolants,hydraulic fluids and other petroleum products _ �**�+ l I � .
VERTICAL WALL. Required Ground Stabilization Timeframes seek e a
ti 4, x .• . qto a recycling or disposal center that handles these materials. "' srv,�
° _ DO NOT MAKE INDIVIDUAL VERTICAL CUTS MORE THAN 2 FEET IN SOFT MATERIALS Stabilize within this I ° "
>, • � s s r -- OR MORE THAN 3 FEET IN ROCKY MATERIALS. many calendar _ sal nor-r,RA s lit sir irniRF ABOVE CAMS UT cTeucrIIFE
- s Site Area Description Timeframe variations
;n ' ° ` "
'Q - r w. '. :¢ Y' ...--fi GROOVING USES MACHINERY TO CREATE A SERIES OF RIDGES AND DEPRESSIONS days after ceasing LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE • • z
• - ,\ 2 _
` THAT RUN ACROSS THE SLOPE (ON THE CONTOUR). land disturbance - 1. Never bury or burn waste. Place litter and debris in approved waste containers. - O_
- x J 'ram` (a) Perimeter dikes, 2. Provide a sufficient number and site of waste containers e. dam 5ter,t€ash CONCRETE WASHOUTS U-)
° , -,' �,_ }, ,, s, .. _ -- GROOVE USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ( g p
} _ ON THE SLOPE, SUCH AS DISKS, TILLERS, SPRING HARROWS, OR THE TEETH ON swales,ditches, and 7 None receptacle)on site to contain construction and domestic wastes.
u 1. Do not discharge concrete or cement slurry from the site. as
' 1 A FRONT-END LOADER BUCKET. DO NOT MAKE SUCH GROOVES LESS THAN 3 perimeter slopes m
..- •• ,. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled, hardened concrete residue In accordance with local
a) INCHES DEEP NOR MORE THAN 15 INCHES APART.
(b) High Quality Water 7 waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
None
• (11QW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
° FILL SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED If slopes are 10'or less in length and are from upland areas and does not drain directly to a storm drain,stream or wetland, addition place the mixer and associated materials on impervious barrier and within
_ PLACE FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 IN LIFTS NOT TO (c) Slopes steeper alai
ie P' 8
Debris from slope - not steeper than 2;1, 14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
C above is caught I ` EXCEED 9 INCHES, AND MAKE SURE EACH LIFT IS PROPERLY COMPACTED. 3:1 p y provide seconds containment. Repair or replace damaged containers-
i\ 1 I IIHL____„-_1 ENSURE THAT THE FACE OF THE SLOPE CONSISTS OF LOOSE, UNCOMPACTED FILL allowed p P g 4. Install temporary concrete washouts per local requirert"tents,wflere applicable. If an
by steps_ 4 TO 6 INCHES DEEP. USE GROOVING, AS DESCRIBED ABOVE, TO ROUGHEN THE 7 days for slopes greater than 50'in 6. Anchor all lightweight items In waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
0 - 2-3 ' FACE OF THE SLOPES, IF NECESSARY. length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow, Clean up immediately if review and approval. If local standard details are not available, use one of the two
0 111
1`
i
(depending on material) DO NOT BLADE OR SCRAPE THE FINAL SLOPE FACE. -7 days for perimeter dikes,swales, containers overflow- types of temporary concrete washouts provided on this detail. o
Drainage IIti. -� I� (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8, Dispose waste off-site at an approved disposal facility- 5, Do not use concrete washouts for dewatering or staring defective curb or sidewalk z
a T leL Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. 5tormwater accumulated within the washout may not be pumped into or
c0 - _ elk CUTS, FILLS, AND GRADED AREAS THAT WILL BE MOWED 10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
° ` �� 1Pa- MAKE MOWED SLOPES NO STEEPER THAN 3:1. PAINT AND OTHER LIQUID WASTE be pumped out and removed from project, o
- -7 days for perimeter dikes,swales,
i� ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING, DISKING, 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it co
_ Greater '� HARROWING, OR USE OF CULTIPACKER-SEEDER. MAKE THE FINAL PASS OF ANY I (e) Areas with slopes ditches,perimeter slopes and HUU Zones 1. Do not during paint and other liquid waste into storm drains,streams or wetlands.
P can be shown that no other alternatives are reasonably available. At a minimum, N
a) than vertical Z4 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from sterna drain inlets and surface
j - SUCH TILLAGE IMPLEMENT ON THE CONTOUR. flatter than 4:1install protection of storm drain inlet(s)closest to the washout which could receive c.-> o
E , there is zero slope waters unless no other alternatives are reasonably available, z z L0
- spills or overflow. o
'irk
Note:After the permanent cessation of construction activities,an areas with tom Ora 3. Contain liquid wastes in a controlled area. N
>, INCHES) AND NOT LESS THAN 1 INCH DEEP. P Y P w 7, Locate washouts in an easily accessible area,on level ground and install a stone 0 w =
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled, sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required bythe 1- - ha
��� 1= EXCESSIVE ROUGHNESS IS UNDESIRABLE WHERE MOWING IS PLANNED. Q w
o " _ f practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps, solvents,detergents and other liquid wastes from approving authority. Q o
� � activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites, 8. Install at least one sign directing concrete trucks to the washout within the project = o�
0 !!LLlF ROUGHENING WITH TRACKED MACHINERY surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. Lai o rn es
o i I -1 LIMIT ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO AVOID UNDUE PORTABLE TOILETS Q
Cut steps with 9. Remove leavings from the washout when at approximately 75%capacity to limit o
a COMPACTION OF THE SOIL SURFACE. TRACKING IS GENERALLY NOT AS EFFECTIVE GROUND STABILIZATION SPECIFICATION o co j�
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace cite tarp,sand bags or other structural
6 drainage to the back. AS THE OTHER ROUGHENING METHODS DESCRIBED. Stabilize the round sufficient) so that rain will not dislodge the soil. Use one of the temporary ^ z w < o N
I $ Y g Streams or wetlands unless there is no alternative reasonably available• If 50 foot ^ Q = o
Avoid low Spots. components when no longer fttnctinnal, When utilizing alternative or proprietary _
° +I� techniques in the table below: ❑lfset is not attainable, provide relocation of I
° ,r�� _ OPERATE TRACKED MACHINERY UP AND DOWN THE SLOPE TO LEAVE HORIZONTAL portable toilet behind silt fence or place products,follow manufacturer's instructions. z o } o
us .a DEPRESSIONS IN THE SOIL. DO NOT BACK-BLADE DURING THE FINAL GRADING Teri, raryStabAfzaton I Permanent on a gravel pad and surround with sand bags, o w
0 N ■ 10. At the completion of the concrete work, remove remaining leavings and dispose of o N -
-i�� OPERATION. • Temporary grassseerlcovered with straw or • ferntanentgrass seed covered with straw or 2, Provide staking or anchoring❑f portable toilets during periods of high winds or in high =
v `° I_t-- in an approved disposal facility. Fill pit, if applicable,and stabilize any disturbance w I
r y J I 1 other mulches and tacltifiers other mulches and tackifiers foot traffic areas, caused by removal of washout CU )- Et r• §
-
o -f i ` •.--1,-
` 1= • H droseedi r Gedtext''lle fabrics aspermanent soilI w I-
H ° - SEEDING Y3. Monitor portable toilets for leaking and properly dispose of any leaked material. )-
w • Rolled erosion control products with or reinforcement matting Utilize a licensed sanitarywaste hauler to remove leakingportable toilets and replace
o i IMMEDIATELY SEED AND MULCH ROUGHENED AREAS TO OBTAIN OPTIMUM SEED p w rn
without temporary grass seed • H droseedin _
n Figure 6.a3b stair stopping out stapos(modified from Va SWCC). GERMINATION AND GROWTH. g with properly operating unit. J rn
0 3 • Appropriately applied straw or other mulch . • Shrubs o-rother permanent plantings covered HERBICIDES, PESTICIDES AND RODENTICIDES o
5 -
H I 1 I • Plastic sheeting 1 with mulch 1. Store and apply herbicides, pesticides and rodenticides in accordance with label o w w
zo I H
Uniform and evenly dtributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions p y Nzo u I 1 l sufficient to restrain erosion I. Show stockpile locations on plans. Locate earthen-material stockpile areas at least © _
z _ k . Structural methods such as concrete,asphalt or 50 Feet away from storm drain inlets, sediment basins, perimeter sediment controls 2. Store herbicides,pesticides and rodenticides in their original containers with the Q
O =I 1�' retaining wallslabel,which lists directions for use,ingredients and first aid steps in case of a_
c I�rl 6 and surface waters unless It can be shown no other alternatives are reasonably poisoning.
_
J�1�I I accidental aisanin
a- MAINTENANCE + Rnitederosion control products with grass seed available. N
cc ° I • - -- - -- - 3. Do riot store herbicides,pesticides and rodenticides in areas where flooding is d
L-I o - 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
PERIODICALLY CHECK THE SEEDED SLOPES FOR RILLS AND WASHES. FILL THESE possible or where they may spill or leak into wells,5tormwater drains,ground water
o POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile.
AREAS SLIGHTLY ABOVE THE ORIGINAL GRADE, THEN RESEED AND MULCH ASor surface water. If a spill occurs,clean area immediately.
;� I 15 SOON AS POSSIBLE. 1, Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
/ i construction,selecting from the NC DWR List of Approved PAMS/Flocculants. I 4_ Stabilize stockpile within the timeframes provided on this sheet and in accordance \\,\hill l liii�i��
o ° 1 ! 2. Apply flacculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements, Soil stabilization is defined ��\`�� CAR/ O
,.....,
3. Apply flocculants at the concentrations specified in the NC DM List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated .`� . TES$ ,-,
AlHAZARDOUS AND TOXIC WASTE •�O
0 ° Groove by cutting furrows 4 - l' PAms/Fioec€loots and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent central needs. ••< P J
alongthe bontour. Irregularities itl{ - 1- Create designated hazardous waste collection areas on-site, - • ,SQ-
in the soil surface catch rainwater �` 1-3 4. Provide ponding area for containment of treated 5tormwater before discharging - _ _�
enT offsite. I r _ 2. Place hazardous waste containers under cover or in secondary containment. _ O�
0 o and retain lime, fertilizer, and Seed. 4 5. Store flocculanta in leak-proof containers that are kept under storm-resistant cover rr NORTH CAROLINA 3, t o not store hazardous chemicals,drums or bagged materials directly on the ground. Q�O�
,' - „r ,' Environmental Quality - F �, .
/ E or surrounded by secondary containment structures. (N..
A M ,.'�C`
° �� � I11 .i11 T /�1illlttS<.\\\„
Figure 6.03c Grooving slopes(Modified from VaSWCCJ. NCGO1 GROUND STABILIZATION AND MATERIAL HANDLING EFFECTIVE: 04/01/19
0 0
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DO o ON 0 (n (n -'
CL ,C3) =
6 SURFACE ROUGHENING AND SLOPE TRACKING PART III PARTlli PART El H O w ON (/1
'd DETAIL SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-iNSPECTION,RECORDKEEPING AND REPORTING, SELF-INSPECTION, RECDRDREEPING AND REPORTING < Q m m
>-
. Q 0 m 0
a °- N.T.S. KHA DETAIL NO: - SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING < \ w z z w
ml 3 Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1,Occurrences that Must be Reported Y O Q Q w
o -, below, When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: coin o o 0
0
must be kept up-to-date throughout the c
personnelto be In jeopardy, inspection
the nspecton may be delayed untilthe next business day on (a) Visible sediment deposition in a stream or wetland.
ricoverage under this permit.
as 0 which it is safe to perform the Inspection. In addition,when a storm event of equal to or
a) The following items pertaining to the E&SC plan shall be kept on site and available for
Do o
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
o FILL SLOPE _-.7.-::::_-_=__=__-__==
- - - ----- - ----
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
/ were delayed shall be noted in the Inspection Record. I item document Documentation Requirements
> ____==COMPACTEa_==__=_= y p • They are 25 gallons or more, O
PROJECTED PLANE 1:1
W _______ =_F_I_L_= Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy
o (HORIZONTAL:VERTICAL) --=_=- _ - =_ -- They are less than 25 gallons but cannot be cleaned up within 24 hours,
J ° ____________ _ ___ Inspect (during normal Inspenion records roust include: and does not significantly deviate from the of the approved E&SC plan or complete,date
MAXIMUM FROM TOECK
business • Theycause sheen on surface waters{regardlessofvolume),or
OF SLOPE TO
- _ _ locations,dimensions and relative elevstions and sign an inspection report that lists each
Q ____ _ = (SI Rain gaup. colt) Daily rainfall amounts_ ppplan. pp Theyare within 100 feet of surface waters(regardless of
CC ° APPROVED GROUND == = Shawn on the approved E&SC E&SC measure shown on the approved MSC ■ { g volume).
---- ____ maintained In If no daily rain gauge observations are made during weekend or
/ ° __====e=r -=_ ---- plan. This documentation is required up-on the
N = ___ _{ REMOVE good working holiday periods. and no individual day rainfall information is
H 0 �. - �_ 1 UNSUITABLE initial installation of the E&SC measures or if
a EXISTING err__== -- order available., record the cumulative RIn measurement for those un•
° GROUND SURFACE _ =_ =_-I BENCH MATERIAL attended days (am this will determine if a cite inspection is the EEISC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 312 Z (,^
° \\\ I - '�_=_= F needed Days on which no rainfall occurred shall be recorded as installation, of the Clean Water Act Ref:40 CFR 110.3 and 40 CFR 117.3 or Section 102 of CERCLA �,J,
E ° i BENCH HEIGHT 1 w ( } 0 -
a w ____-____% (4 FEET T`fPICALI 'zero' The permittee may use mother rain monitonng device lbt A phase of grading has been completed. Initial and dare a copy of the approved E&SC (Ref:4a CFR 302.4)or G.S. 143 Z15.85.
o • ___2% MIN.-=___i approved by the Division.
[2) E&SC At least once per 1. identification of the measures inspected, plan or complete,date and sign an Inspection /
N) a i _15 FEET MIN., Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses. U Q
LC) N 2 FEET MIN. LOWEST and within 24 3. Name'Tithe per n perrorminR the Inspecticin, construction phase. `
(:0O 'J KEY DEPTH BENCH (KEY) hours or a rain a. indication of whfherthe measures were operating
nrenc x 7_0 inch In property. (c) Ground cover is located and installed Initial and date a tap)of the approved E&Se
__ In accordance with the approved E&SC plan er complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
24 hours S. Description of maintenance needs for the measure,
>, 6. DCscrl tksn,evidence,and date f corrective art3crnstaken re olY m Indicate with a roved environment•
CN - FILL-OVER-CUT SLOPE OMPACTED---_= p plan. p compliancepp
o c =___ -- -- l3l Starmweler At least once per L Identification of the discharge outfails Luspected, ground cover specifications. Q
° ----=-fl_l
N EXISTING _=-___-- ' -_- dtsctwrge 7 calendar days 2 Oateandtfineatthnlnspection, I ••
° _ auttalls{SDGsI and within x4 dame vf the person performing the Impaction, Id) The maintenance and repair Complete,date and sign an Inspection report. 2.Reporting Tlrneframes and Other Requirements
c0 a GROUND SURFACE ______-_= hours of a rain 4. fviderreoflnd2crtnrsof stammerer pollutionsuch eson requirerttentsfer all E&SC measures
° _ =-= Afters
a _ _ ______% - event>7.Oinch In sheen.floating or suspended solids or discoloration, have been performed_ permittee becomes aware of an occurrence that must be reported,he shall contact
rn c _-______�_= 24 hours 5. indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
D - _--- ------ BENCH BENCH HEIGHT 6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
Y I other requirements listed below. Occurrences outside normal business hours may also be O
a .N r----- {4 FEET TYPICAL) (�l Perimeter of At least once per if als+hlesedimentatksn is found rrutstdresltc Ilrnits,their aracarrf to E&5C measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(BOO)
Q N _--5 --!::::::::::::::- site 7 calendar days of the tolloelna shall bemade report no indicate the completion of the A/
0 _ �_ % MIN 858-0358, II
......
__ • __= and within 24 I. Actions taken to dean up or stabirlee the sediment that has left corrective action. -
hours of a rain the site lirniq,
Q i r 15 FEET MIN-d event>t.Oinch in 2. Oiecrlption,evidence..arid date of correctiveactiorrstaken,and Z.Additional Documentation to be kept on Site Occurrence Reportingrtmeframes[After DiscOveryl and Other Requirerrtents W
w o I LOWEST REMOVE 24 hours 3. An explanation aato the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment a Within 24 hours,an nralor efectrnnic notification.
02 FEET BENCH (KEY) UNSUITABLE rel tses, site arid available for inspectors at all times during normal business hours, unless the deposition in a ■ Within T calendar days,a report that cool ains a description of the
MATERIAL (Si Streams or At least once per . If the stream nr wetbnd has Increased visible sedimentation ar a stream or wetland
i
J a MIN. KEY Division provides a site-specific exemption based on unique site conditions that make seda men f and actions taken to address the cause of the deposition.
o E DEPTH wetiards-nnslte 7 calendar days stream has visible increased turbidity tram the construction Division staff maywaive the requirement far a written report on a
cc ithis requirement notpractical: 9 p
or of€site and within 24 activity,)hen a rend at the following shoo be triode U
Z e CUT FACE (where. hours of a rain Eke-pulp/ion,. Ekeipiion,evidence and date of corrective actions taken,and case•by-case basis_ Z
o .s SHALL BE CONSTRUCTED PRIOR TO accessible) event>t_Oinch In 2_ Recordsofthe required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303{d)vistas impaired for sedimrent-
o c / _ 24 hours Regional Office per Part hi,Section C.item(2){a)of this permit related causes,the permitt:ee may be required to perform additional
° FILL PLACEMENT TO ALLOW VIEWING/,' (5i Ground r After each basic I. The phase main installation ofperimeter EBSC
z p p grading f monitoring,inspections or apply more stringent practices if staff
OF GEOLOGIC CONDITIONS Ih) Records of inspections made during the previous twelve months. The permitter shall
o ° / siahtliratlnn at grading measures,clearing and grubbing,installation of stormdetermine that additional requirements are needed to assure compliance
u) // measures dralnsgefadiities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal Or state Impaired-waters conditions,
o activity,construction or redevelopment-permanent Division or a similar inspection Form that includes all the required elements. Use of
•
w EXISTING-��/• UT FACE SHALL BE ground cover). electronically-available records in lieu of the required paper copies will be allowed if 1bl Oil spills and • Within ludo4 inhours,an•tral or electhe time.
notification. The notification
and_c GROUND CONSTRUCTED PRIOR 2. Documentation that the required ground stabilltatlnn release of shall Include information about the date,time, nature,volume and
ro f_-- _ ttoeasures)Lave Iseau ravlded within the shown to provide equal access and utility as the hard-copy records. hazardous location of the spill cr release. Oz
CUT-OVER-FILL SLOPE SURFACE TO FILL PLACEMENT p requiredp'
U ,, Z____- f timetrarneoranassirranta Ilia tth wiilbe provided as substances per item
' 3.Documentation to he Retained for Three Years
+% soon as possible 1(b)_({)above (i)a f=_ -= All data used to complete the e-NOI and all inspection records shall be maintained for a period -- • - 0
a f=_ (c)Anticipated + A depart at least ten days befirre the date of the bypass,if possible.
°, a f__== -= NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] O ry
0 OVERBUILD AND -_______-- _ bypasses E40 CFR The report shall include an evaluaraon of the anticipated quality and IL.
ai in TRIM BACK ___________ __ 122,41(m)(l)t effect of the d �/
--- ------- REMOVE ------- ---.. -... )pass. 0 LL
UNSUITABLE PARTIf,SECTIONG,ITEM 4 (d)lJnantklpated • Within24 hours,an oral or electronic notifkation,
0 •
`� DESIGN SLOPE PASTf } bypassesdays,a report that Includes an evaluation of the w
3 o PROJECTED PLANE _-�- FI L MATERIAL yp WI WithinTttrlendarrl < f2 I I I
3 f==_-y=___I= DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 122.41{ml(3)l quality effect of the bypass.
'••'-'
03 a 1 TO 1 MAXIMUM 4 P
_ -===== Q
° 6 FROM TOE OF SLOPE (e)Noncompliance ■ WVithlrr24hours,an orator electronic notification.
d Z
- - Sediment basins and traps that receive runoff from drainage areas of one acre or more silo))use outlet structures that withdraw water from the surface when these devices need to be drawn down
TO ACr) ZPPROVED GROUND ---_fir__ BENCH P g with the conditions ■ WYrrhurtTtalandardays,a reportthatcontains a dess[riptrannfthe LLl
f_= BENCH HEIGHT ( p ) permit that noncompliance,and its causes;the period of noncompliance, �/a r-- �__ = far maintenance or close out unless this is infeasible. The circumstances irs which It is not feasible to withdraw water from the surface shall be rare for exam le,times with extended t=ald weather. of this
° _-____- (4 FEET TYPICAL
c :: -----.__ TYPICAL) Non surface withdrawals from sediment basins shall be allowed only when all of the#allowing criteria have been met' may endanger including exact dates and times,and if the noncompliance has not Q z
0 -- gd == health or the been corrected,the anticipated time noncompliance is expected to
0 environment[4❑ continue;and steps taken or planned to reduce,eliminate,and
FEET MIN. BENCHING SHALL BE DONE WHEN SLOPE'S (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which It will occur. The non-surface withdrawal w O
_c r1.;15CFR 122.41(I !}J prevent reoccurrence of the noncompliance.[.40 CFR 12141.(1)(0.
n 2 FEET MIN. LOWEST ANGLE IS EQUAL TO OR GREATER THAN 5:1. shall riot commence until the MSC plan authority has approved these items, O
_c KEY DEPTH BENCH (KEY) MINIMUM BENCH HEIGHT SHALL BE 4 FEET • staff may waive the requirement For a written report on a I ' I
'3 AND MINIMUM FILL WIDTH SHALL BE 9 FEET. (b) The non surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C, item(2)(c)and(d)of this permit, case-by-case basis. 1..1..1 t�
c (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include11
0 e, properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, CL
o (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, � -.- (i) Q
(e) Velocity dissipation devices such as check darns,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and v rlviToNORT C ,ROLIN�W m
" Erivfro me to Quality Q
° (f) Sediment removed from the dewatering treatment devices described in Item(c)above is diseased of in a manner that does not cause deposition of sediment into waters of the Unfixed States. - - O
CD D
BENCHING / KEYING SLOPES DETAIL \ {{� �+�+ T�l �7-+T � - SHEET NUMBER
0
N.T.S. KHA DETAIL N0: - NCGO1 1 EI F- 14�! SPE 1 ON9 RE 0RDICEEP l�E O AND REPOR l NUJ EFFECTIVE. 04/01 / 1
o r C8 .3

L 12"(30cm) CHANNEL
STAPLE SLOPE m
ua-
- _ (1[4;'(10cm) INSTALLATION PATTERN GUIDE 12"(30cm) INSTALLATIONw° ���-iii ;.. 'l.•,.. ;,,� DETAIL 2 _s, _ A 2 _s, 2 s" B 2" s" DETAIL°cn
6.. I I-III- 's �� ,,,;;..ip,,,
�; : (5-12.5cm) (5-12.5cm) (5-12.5cm) (5-12.5cm) ft
III-II •..: -II III ... ,,S:A '\%\ :- 6" Ho-.
0ff Q
0scm) 1E1III jg I EI 1E1I A�\\\ ;=1II (1scm) 4"(l0cm) P installing 1:.:.. : :::•;:-'`''�` �`-� .. ;-o 1= 1.Pre are soil before rolled ' ' ' . .„.•
- - - - _ _ erosion control products (RECPs), '' „ „ -` ��A� = 6" 1.Prepare soil before installing rolled
° C I III-I I I-III-_:.,_'..- r (0.9m) (0.9m) A
-11=1 1=11 - includinganynecessaryapplication of ''' - _ sC controlnot
5 2 I lime,fertilizer,and seed. 6' 6' 111
:•: '' s-12.Scm - - 1 m erosion products (RECPs),
:::;;,,:.�,.;.::.•• '���-�_� I�1 ( ) including any necessary
7 2.Begin at the top of the channel by (1.8m) 1.8m -� ''" application of lime, fertilizer, and
..,.
( • 4:1 Slopes(A) :.:,.•,.. = Pp
= anchoring the RECPs in a 6"(15cm) l' 3 3, 1 I 3.3' ' ' ' " - seed.
L _ _ 1�
>, 6" deep X 6"(15cm) wide trench with ;d ';,%;'.*. •0••. �I
° (15cm) approximately 12"(30cm) of RECPs Om) 1.67' 00 ea::...: -1 2 2.Begin at the top of the slope by
_ , anchoring the RECPs in a
2„-5" extended beyond the up-slope portion • • • (0.5m) • • 3:1 Slopes(B) =III-1I 111 111=1 6" 6" 15cm deepX 6" 15cm wide
of the trench.Use ShoreMax mat at the -III=I I=I I- ( ) ( )
o • 1) 1 channel/culvert outlet as supplemental 4 - (15cm) trench with approximately 12"
lir scour protection as needed. Anchor the 3 3 (30cm)of RECPS extended beyond
.I 1 15-12.5c1
2:1 Slopes(C) 3B
h t, RECPs with a row of staples/stakes Om) the up-slope portion of the trench.
la 4"-6" ''(. 1 > > ���!�� approximately 12"(30cm) apart in the Anchor the RECPs with a row of �
° !)� 1 > > �O.• •••-- e:::rea::o -I bottom of the trench. Backfill and • a roximatel 12" z
10-15cm 3 ��� :_ � staples/stakesapproximately O
:I I M.
=1 I I-1 I ' I 1 I '111=1 compact the trench after stapling.Apply • 0 1:1 &Steeper Slopes(D) (30cm) apart in the bottom of the
�� > N , 1 4 • -III=11=I I- seed to the compacted soil and fold the �_
-i, � *'G, trench. Backfill and compact the
1 �� ��: 6 - remaining 12"(30cm) portion of RECPs
-_ I I '� '��� r' G�" trench after stapling. Apply seed to
%, back over the seed and compacted soil. 0.7 Staples per SQ.YD. 1.15 Staples per SQ.YD. p g' PP y w
••• = -I I I %\`� , •"ram• Secure RECPs over compacted soil Q Medium/High Flow Channel(D) the compacted and fold the CC
Lila''•I II''I11=1 _ ? 1w .•�� `,+•` with a row of staples/stakes spaced remaining compacted
soilcm) portion of
!'�' .100*, ` `• approximately 12" apart across the RECPs back over the seed and
-III-I I-I I- 4 III ���°� �p .���••. PP Y P
-I1=1I- • . a`�`'ty. . ``�.`�4`�►`%•"��`�• ••` width of the RECPs. • High Flow Channel And fi ��___z_ _ E._ // l/ '� compacted soil. Secure RECPs
.-••,••-,+ i'Ji���p,`t,``` . �`",``f0-:'-. •- •• 3.Roll center RECPs in direction of water 'W `� -111=`,`,`�����\ �`*`�`* * ,'�•` • Shoreline(E) 0��0,�`�Q►,'►,'►�, ov r compacted soil with a row
- D -
I •`.+••-•`,4t44.44.�f �►s�►��►��►��►�`�`�`,`,Q%;.�• •.�• unroll withttappropriate side against the 2 -5 _ _ 2 -s L _ 2 -s _ _ 2"-5" `�`,`�� / =;`,?yam%/� •r - - ofa staples/stakes spaced
a III •.••.` '%-;;;,,`%***** *1\ ^ ^ ^ ^ �i`�o�`0**,o�o�ova�...•- _ -III-III-I
•.�,,``�,`,`,`,`�`� ,`,`,`�`�f�e`�i��►`�,`,`,`���� .• +.` soil surface. All RECPs must be (5-12.5cm) (5-12.5cm) (5-12.5cm) �- (5-12.5cm) ♦♦�`�`,`�`,`,` .�4Q►w�`►�•�i - - - approximately 12"(30cm) apart
�1/;�`,`,`,`,fj,�j� ,`,`,�jfj, �► V�.' •• •- securely fastened to soil surface by • 0 O O 2'0 O O 2 -� f 10 t.•�,`,`,`,`,``,` ��j��`�,�`%`�`�,'►♦ I/,I I I I I I I I I I1 I I I I I I across the width of the RECPs.
.• %L�►��►Q►Q►*�►��► ,�j�`�f►*f►�`�r►�'►�`�`�`,`�gi, placing staples/stakes in appropriaten MAINTENANCE NOTES: Q`�`�`�`�`� _ - - (B)
-
° ��1��►�'►�`�`�` ��►�'►�`�`�`%`�`�`�`�`♦�'!h'i`i = = P Pattern 12' 1. INSPECT ROLLED EROSION p 0%�►*►�► • 3.Roll the RECPs (A) down orsl pe.i locations as shown in the sta le (0.6m) (0.6m 25Cm �,,,,,`, ♦�`�`,`,`,`,`� -IIIIII-III-III-
"i;L._��►_�►��►��►�� �►�iQ►*�►��►��►�'`��►;�_`I�� i, I-III- 4' 4' ) 4, • (0.6m) ( ) WEEKLY AND AFTEREACH EAST `�``,`,`,`,`,`� /1(
�,`,`,`,`,`��p- _ _ horizontally across the slope.o iiiiii - �-II, �� �����►. .1'IP.11�11�,- - - guide. 00000- ��n'_p��i�Q♦Q►� �'►�`"`�,_p_Isv_ - 4.Place consecutive RECPs end-over-end (1.2m) f (1.2m 1.2m • • • `i ��,`,`,`,`,`�`� -III-III-III-1 I I- I RECPs will unroll with appropriate
I=111= ° � " _ 11II II1 =�o o� 0 0 0�0�_ - III-�1
°" °'0"' ) ( ) SIGNIFICANT ( INCH OR ��'►�`�`�`�`,� -
_ '' -11 h. .� �• t1.-11 , I _ 2 Osm) GREATER) RAIN FALL EVENT ��►� "j� .♦``�``�`````,`-III III-III-III-III- side against the soil surface. AllZ
Q 6" I EI I :g;:; _I I I III III-_41. IIP•'►�� �►�` 71.=!f it -III-III-1 I I- (Shingle style)with a 4"-6"overlap.Use 1.6' �� 20"T(O.Sm) 0 ( �►f►�►� , ,,, �, RECPs must be securely fastenedII11- ,•III-II-,�/ a double row of staples staggered 4 O.Sm �►f►�►f►��►��►� `� ```�►� I I 1IIIIII-III1III(lsem) 1=1 1 �;ie �_�1= III- - ,�'�`�•!=11 11.-1='/%'�/� I-III-III-III-I I a art and 4" on center to secure ( ) REPAIR IMMEDIATELY. ""`�` �, to soil surface by placing
I=1I - I=1 - - - - - , _ _ //' - - - P 0 0 0 0 2. GOOD CONTACT WITH THE �,�0♦' 1 fittriciceiii=111=111=111=111=iii=`
,�/�. - ,`�f♦�f♦�`f• staples/stakes in appropriate
° r I_=�=1 I- -III-III-III-III -, _ _ _ _ III-III-III-III-III_ RECPs. 3.3' 3.3' 10 (25cm) GROUND MUST BE MAINTAINED, "" _ _ _ _ _ _III II III III III III IIIIIIII III III III III III II AND EROSION MUST NOT J � swOt I-II1-III-III-III-11I-II locations as shown in the staple
_ _ 5.Full length edge of RECPS at topof side 3A p
® Om) (1m) ��te** �.e t o**W 111=III=III=III=1 I I=III- pattern guide. o
slopes must be anchored with a row of • • C 0 0 0 0 OCCUR BENEATH THE RECP. �,`,fj,�j4 / ► „``f _ _ _ _ _ p g co
= staples/stakes approximately 12"(30cm) 3. ANY AREAS OF THE RECP �,`,`�`,,,I I I III III III III- 4.The edges of parallel RECPs must
apart in a 6"(15cm) deep X 6"(15cm) 3.3' ♦,`,`,`,`, _ '►�`�`�`,`,`- - -
THAT ARE DAMAGED OR NOT ♦f♦�f��`��►��►�`�-.- - _ _ _ be stapled with approximately 2" - N
° wide trench. Backfill and compact the ♦,*** I-111-III-III-I
CRITICAL POINTS (1m) IN CLOSE CONTACT WITH THE ♦�f,��j��►�f►�`��►��►��►Q►�r►Q►�V��� �`� �` t•** I-III-III Z 0 ENOTES: •trench after stapling. • O a 0 0 0 GROUND SHALL BE REPAIRED "�►�►�►�►Qi10�0��►�0�0�0��►�0`� / ��`,fj fj,�►,'►♦ _ 5" (5-12.5cm) overlap depending O O 0
A.Overlaps and Seams *Horizontal staple spacing should be 6.Adjacent RECPS must be overlapped AND STAPLED. `♦`�`�`�`�`�`��`�`�`,`,`,`,`♦, ,♦��►�`�`�`�`� - on the RECPS type. - z
B.Projected Water Line altered if necessary to allow staples to approximately 2"-5" (5-12.5cm) �, """'' "`'• III- 0 o
4. IF EROSION OCCURS DUE TO ``0�0�`�`�`�`��� �,,. ♦��►��►� �♦ 5.Consecutive RECPs spliced down N
-o C.Channel Bottom/Side Slope Vertices secure the criticalpoints alongthe channel (Depending on RECPs type) and ►�fjQ►��i��►��iQ►��►��►�`��►��` , "���II-1
♦�►�►� ♦ the slope must be end over end =
o A A surface. stapled. • • • •• • DRA NAGE,OTHEOPROBLEM `��►Qi��►��►Q►��i��►��►��►�`�`�`�� ���►��►��►�`�` C I- O
♦ . - (Shingle style)with an approximate -
7.In high flow channel applications a SHALL BE FIXED AND THE �`�'►�`�`�`,`,`,`,`,`,��,`' ' �1.14%`,`A I 3"7.5cm overlap. Stale through
- J
1.7 Staplesper SQ.YD. 3.4 Staplesper SQ.YD. �►�►�iQ►��i� •♦��►�`�`���p��l ( ) p g O Q
' i B B staple check slot is recommended at 30 P P 3.75 Staples per SQ.YD. ERODED AREA PROTECTED. overlapped area, approximately
C i 1 C i "In loose soil conditions, the use of staple O >
to 40 foot (9 -12m) intervals. Use a 5. MONITOR AND REPAIR THE 12"(30cm) apart across entire v) O
0 or stake lengths greater than 6"(15cm)may double row of staples staggered RECP AS NECESSARY UNTIL NOTE: "'`"''° "''';.;1:
'•,. -1 o� O RECPs width.GROUND COVER IS STAPLES SHALL BE PLACED OFFSET. 11-1I III I11=1 Q o •
•
be necessary to properly secure the 4"(10cm)apart and 4"(10cm)on center
RECP's. over entire width of the channel. ESTABLISHED. 15 I -III=I IE I I- "ilii j�° Drawing Not To Scale 8.The terminal end of the RECPs must be Drawing Not To Scale Z w < 0 N
° anchored with a row of staples/stakes I NOTES: 'NOTE: ^ Q = O
E
approximately 12" (30cm) apart in a NORTH° NORTH Disclaimer: pP v P O Disclaimer: NORTH Disclaimer: In loose soil conditions, the use of Z 5 o 1 o
AMERICAN The informationpresented herein isgeneral design information only.Fors specific applications, 6"(15cm)deep X 6"(15cm)wide trench. AMERICAN The informationpresented herein isgeneral design information only.Fors specific applications, AMERICAN The informationpresented herein isgeneral design information only.For specific applications, staple or stake lengthsgreater than D w
gP PP gP PP * Use ECMDS for more accurate gP pp P g o
-0 GREEN consult an independent professional for further design guidance. Backfill and compact the trench after GREEN consult an independent professional for further design guidance. GREEN consult an independent professional for further design guidance. 6"(15cm) may be necessary to O N J
stapling. staple pattern selection. _
i° ° 5401 st.Wendel-Cynthiana Rd. PH:800-722-2040 5401 St.Wendel-Cynthiana Rd. PH:800-722-2040 5401 St.Wendel-Cynthiana Rd. PH:800-772-2040 properly secure the RECP's. CI j I w
Poseyville,IN 47633 www.nagreen.com ( Drawn on:5-4-17 Poseyville,IN 47633 www.nagreen.com I Drawn on:5-4-17 I Drawing Not To Scale Poseyville,IN 47633 www.nagreen.com Drawn on:5-4-17 D
w
° - >
_
g� NOTES:END w OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2: 1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CONSTRUCTION SPECIFICATIONS: MAINTENANCE NOTES: o -
HUB END ON OUTLET CULVERT HEIGHT. N
I- ,- END SECTIONS. SPIGOT 1i ° '� ' 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER 1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH a w w
o END ON INLET END �f T _ �C1•�,� 7 2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIP-RAPPED SHALL BE FABRIC FOUNDATION. SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. N 1- O
o SECTIONS. •, C��•O`1•e UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE III -
O . � CUTOFF OR TOE WALL AT THE DOWNS AM END. 2. KEEP THE CENTER STONE SECTION AT LEAST 1 FOOT BELOW NATURAL GROUND LEVEL CHANNEL. Q
o E O. ••�,, WHERE THE DAM ABUTS THE CHANNEL BANKS. ::Ne:
o 3. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION c i
U X • ���'r'[I� 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE d-
Li o CUTTING AROUND THE ENDS OF THE CHECK DAM. IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES
�� �`1• 4. MAXIMUM TAPER TO RECEIVING CHANNEL 5: 1. CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION
o D E • W 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE OF THE CHANNEL.
c„ - 5. ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95% OR GREATER. LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. ����lttlll/////
up ° 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. 3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE \``\\.\N CAR.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE ......" • ��
° O COULD CAUSE EROSION. CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. �..k' '
co c, ,�. 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. :Q� ''\)
- '� 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. \� '0
u (1y MAINTENANCE NOTES: _ ' / \\` 4? e'
°> IN GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLED IT REQUIRES VERY LITTLE MAINTENANCE. RIPRAP SHOULD BE INSPECTED _ GO _
° 07. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW
o PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
Q B--"-1 La THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED L = THE DISTANCE SUCH THAT POINTS % Q AL �o_ \
j E PLAN 1' MIN. STONES. A AND B ARE OF EQUAL ELEVATION '<� N� \�Q��`�\
LINSPECT AT REGULAR INTERVALS AS WELL AS MAJOR RAINS FOR PIPING, SCOUR HOLES, AND/OR DISLODGED STONES AND MAKE NECESSARY REPAIRS IMMEDIATELY. z 1.5' MIN* °oo$°00000°° �Oy//n/llkA cD\HI \\\\\\
BEFORE REMOVAL OF SE DIME NT/SILT FENCING, INSPECT STONES AND ARE A SURROUNDING STONES FROM ACCUMULATED SE DIME NT. REMOVE ACCUMULATE D SEDIMENT
c o AFTER DRAINAGE BASIN STABILIZATION AND PRIOR TO REMOVAL OF SEDIMENT/SILT FENCING. - � - ° °° pO�oSo° A L B
L; ° NATURAL GRADE o1 o •; ,•o 1.5' MIN (SEE NOTES) °0000 Z Up Up J
8°: -•I °'_, . oo . d: o 0
. .:• ,':::�h Irri .. w ::::::•..::.'s, lit... '' 12" OF NCDOT #5 OR ° 2:1"ggoo°oQ Q _
CONSTRUCTION SPECIFICATIONS: ..;;. .� - '• ° 0
00 0
• 0 0 0
aa a� •i• •o••••�C•• o 00
.: .'err .y..
�;44A1-4-g.'•iml.. 1-•°- � #57 WASHED STONE I_ _I °°°o 0 Cr) Cr)
o ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO r:•. i2•:'l, ° O Lij O N =
° E THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. rr..,.;•.•., . • �Oo� -7 O (n
U FILTER CLOTH ~A. CLASS B RIP RAP 'A�p�Oop SIDE VIEW O O N
RIP-RAP •,•r.'':../Az''ri•'�A 5: ''- pOQpQp 0 p 2. X w , \ cn m m
THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE PLANS. �_, Q
-0 ° 2 2 . ;: ��p�� Qz w � w � Q o m
°, Q ,� ..5�; �� �p�t �a� w NOTES: w LL
U �� I I �`�, FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY PLAN VIEW FILTER CLOTH SrpQ �Or�� �O��ppp��� N 1. KEY THE STONE INTO THE DITCH BANKS AND = \ J
I ° 11111 �� 11
I��I - REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE rt�- QQ �0g� C`'v vaC, a EXTEND IT BEYOND THE ABUTMENTS A MINIMUM = O co Q (n Q w
o � �'� ' � DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. �� o � 1 ��0�6QOp O 0 w m =
' �aC MM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW o o
~�,1-1 �A*, ftffl I RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 4' TO 6' AROUND THE DAM.
LE) o ����ie-�j���`� ij,���i����J•y, 2. SEE NCDEQ STANDARDS AND SPECS FOR
co 3 I I AI NIZ��'a'z iZ�lNIZi:+• �__ I COMPLETE DESIGN CRITERIA AND MAINTENANCE.
THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. CROSS-SECTION VIEW J
> I I I I I I E111I I I RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED.
W ° ROCK CHECK DAM 0
01 .� 4" #5 WASHED STONE CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR N.T.S. KHA DETAIL NO: 01.403.RO2 02 L.L
u -° SLIGHTLY BELOW IT. LL
EL ° LAYER OF FILTER FABRIC
/ o ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE NOTES
L. ° CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.
Q 1. GEOTEXTILE DEWATERING SILT BAG DIMENSIONS ARE VARIABLE
Q IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. AND DEPENDENT ON SPECIFIC SITE CONSTRAINTS AND PROPOSED
SEWN IN SPOUT CONSTRUCTION OPERATIONS. 0
Jo_ L I I
RIP RAP SIZING CHART 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE
° PUMP DISCHARGE HOSE V� SIZE AND LOCATION OF THE GEOTEXTILE DEWATERING SILT BAG r ,
r, , WIDTH RANGE FOR APPROVAL BY NCDENR PRIOR TO CONSTRUCTION. v
o E STRUCTURE Q-FULL (CFS) E (FT) La (FT) W (FT) MIN. STONE MIN. STONE STONE CLASS VELOCITY (FPS) GEOTEXTILE DEWATERING - �=0'-15.0' 3. THE CONTRACTOR SHALL ENSURE THAT THE SILT BAG IS OF A F-
c o THICKNESS (IN) DIAMETER (IN) SILT BAG SUFFICIENT SIZE AND STRENGTH TO PROPERLY DEWATER THEo Z
J T CULVERT 1 54.74 9.0 18.0 21 22 6 B 7.74 PUMP FLOW PUMP HOSE INFLUENT. 0 w
-0CULVERT 2 68.86 11.3 22.5 26 22 6 B 9.74 FLOW 4. SILT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR 0
co °), - - WHEN FLOW THROUGH BAG IS LIMITED BY SEDIMENT
° _CULVERT 3 121.12 9.0 24 27 24 13 1 17.14 ACCUMULATION.
co - NOTES HIGH STRENGTH LENGTH RANGE CONSTRUCTION SPECIFICATIONS 0
STRAPPING FOR 6.0'-15.0' 1. USE A WATER PERMEABLE GEOTEXTILE BAG THAT 1) IS DESIGNED TO
a> 1. THE LENGTHS OF THE RIP-RAP APRONS WERE DETERMINED BY USING THE NEW YORK DOT DISSIPATOR METHOD, AS OUTLINED IN SECTION 8.06 OF THE NCDENR EROSION CONTROL MANUAL. SECURING SPOUT TO HANDLE THE PUMP FLOW RATE; AND 2) TRAPS SAND, SILT AND
0
2. RIP-RAP APRONS DESIGNED FOR FULL FLOW CAPACITY PUMP HOSE PLAN VIEW GEOTEXTILE FINES AS SEDIMENT-LADEN WATER ENTERS THE BAG.
(ID U) DEWATERING 2. SILT BAG SHALL BE MADE FROM A NON-WOVEN GEOTEXTILE. BAG
i= o3. CALCULATIONS BASED ON A MANNING'S COEFFICIENT OF 0.025 (CMP) AND MAXIMUM 1% SLOPE HIGH STRENGTH SILT BAG SHALL MEET THE REQUIREMENTS OF NCDOT SECTION 1060-15 OF W
u ° DOUBLE STITCHED THE STANDARD SPECIFICATIONS.
"J" TYPE SEAMS 3. STABILIZE THE BAG TO PROVIDE RESISTANCE TO UV DEGRADATION AS
INDICATED IN NCDOT TABLE 1639-1, NCDOT STANDARD
cc P PUMP FLOW SPECIFICATIONS SECTION 1639. o
I RIP-RAP APRON AT PIPE OUTLET 4. SILT BAG SHOULD BE PLACED ON LEVEL GROUND. z
v ii'D
FLOW .�((i.i((i.�((i .I(7i.((i.I((i.I(/i .�(i.I(Ci-.�(i.u(i.�(.I(/i-.I(Ci 5. SILT BAG SHALL BE INSTALLED IN ACCORDANCE WITH NCDOT SECTION
u N.T.S. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 6. S6LT9 BAG TSHEALSL BED PRDCEDESI01 THATNINCOMING WATER FLOWS INTO12
o LENGTH RANGE AND THROUGH THE BAG WITHOUT CAUSING EROSION.
6.0'-15.0' 7. PUMP DISCHARGE HOSES SHALL BE ATTACHED TO THE SILT BAG SO Q
0 ° PUMP
HI E
DISCHARGE THAT WATER IS ROUTED DIRECTLY INTO THE SILT BAG.
HOSE MAINTENANCE
EXISTING GROUND FILTERED SHEET FLOW 1. THE SPECIAL STILLING BASIN SHALL BE DISPOSED OF AND 0 z
SIDE VIEW (STABILIZE AS NECESSARY REPLACED WHEN IT IS i FULL OF SEDIMENT OR WHEN IT IS
SILT BAG TO BE PLACED ON EXISTING WITH STONE OR MATTING) IMPRACTICAL FOR THE BAG TO FILTER THE SEDIMENT OUT AT A U) O
>,° 'Q GRASS, STRAW, OR #57 STONE. REASONABLE FLOW RATE. O
Jo
#57 STONE REQUIRED IF SILT BAG `
° UTILIZED FOR EXTENDED DURATION. 2. INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE. r Q r/
o
in
o GEOTEXTILE DEWATERING SILT BAG �.� Q W
° N.T.S. KHA DETAIL NO: 01.404.R01 _ d Z
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6
o NCDEQ IMMEDIATE STABILIZATION SEEDING RECOMMENDATION (NURSE CROP) NCDEQ PRIMARY STABILIZATION NATIVE SPECIES SEED MIXES NCDEQ PRIMARY STABILIZATION SEEDING RECOMMENDATION (NATIVE SPECIES) Q
Q HERBACEOUS PLANTS-Seeding recommendations tar immediate stabilization/nurse craps Table 6.11.d HERBACEOUS PLANTS-Seeding recommendations for primary stabilization o
Table 6.11.a Successful'development depends on planting date(effectiveness goal: 6 mo.-3 yrs.without an ongoing maintenance program)
{2 to 5 weeks for development; effectiveness goal: E months to 1 year stabilization} Table 6.11.c
6Seed M fixes for Native Species (Ibsiac)
NURSE CROP SPECIES When Mixed with 3,4, or 5 Other Native Species NATIVE SPECIES
o Optimal Planting Dates (See Table 6.11.a for nurse crop species to be added to these mixes) Optimal Planting dates
Fertdireeor>1
> Native/ serdlrgnaLa, limestone coined SunlShade Ripen-an Invasive Insulated/Maintenance 3 4 5 Other
Common Norge IBotanioelName tnlrodnoed bslacre Ihsacre w.u.nams niedmtx,t Mews tolerant 1Nlei�nds S,dfere Yes or MP ConeideratiL7r,s Paherinrpmrelion,carnmentan/ Other Other Other se.7ebte
E Rye Grain Secare cereE6a I 491bs 8_r soil test 11i t-4+30 8+15-4if 5 9/1 5-4/15 Sun Yee Yee No Must be mown to reduce utterer Frmllrepon+ Invasive
Y competitiveness with (total 4 species) (total 5 species) (total 6 species) Botanical Name+ alive/ µHwy limestone cEiierti 5un+shedo Riparian /'esor Instal/akin iMaintenance Otherinrormaeon,
permanent or long teen Cm,mon Nam. ariteiar k,Eraiuced tren
ding rare. Ips1arrn #A�,xnnrm Piedna er Flees ioleranl Wetlands Buffers lto Considerations own-ail-Wry
vegetation Switch Grasses (A) 3-rJltls- 3.0 lbs. 2,51bs, Swllchgrasa PanicunrLrirgeton! N A ay soil 1.st 12/1-4/15 FM NR Son NR Nelldrainec No Rponlo wall In
> Cave•i+i-Ruoff only controlled bums. Mix wilt+
= Wheel Trii/curn deaiiviirn I 101be BY soil Last 1111-4J'IA 0115-51tS BM S-4/15 Sun Yee Yeo. No Must be mown to reduce trim water tolerant. May be used 3 to s other seed vartatlee (/)
la
O cdmpetitivar+ess with rn Wedarede that are not
that have sirnllarsdl Z
_ Fermwnen!be long term continuously saturated, Indian Grasses (B) 7.0 lbs. 6.0 lbs. 5.0 lbs, drainage adaptations. 0
vegelaLan (I_)
D Swllehgrbst Pr3nkum urgarLin.i A By sort:ens. 121.4715 121-4:1 12,1-a:1 S,i. ,1k '1 eu c,a 1102E Na Resp❑hds Walt to �
German MI Solaro ma all I 10Ibs t3ti soil lest 5+11-9130 5/15-8/15 4r.S-i1,5 Sin Yes Yr,s No Crop should be cut/disc Nod water talsrant. May be used HrackLtra+/ N recto cgntrn0ed hums. Mix with Lid
pro Planting primary or In wetlands that ore not Deertongue (C) 6.0 lbs. 5.0 lbs. 4.0 lbs.
a 12(
long term ve5]6tation continuously saturalad, tl h othersimilar
seedvarieties
that t have emitterrsd
_0 drainage 8dapiariPno
o Brovmtop Milo) Ur c+sr r_;:,�.;.I I 10Ibs By soli test 5+t1-MO 5115-8)154/15-8/15 Sun Yes Y^b Nu iJiop should ba cut/dew.; i'lal water tolerant. Mgy be used Sw inhgrass Par+cum v/gafum I Iv A By oil tr-s'. 1?.' - r'$ I +' -;r l 1?41-4r1 5,i,n `1R veil nrx n?: No Responds well to
N pier to planting primary.or in wetlands that are not shoonly' controlled burns. Mix withlong term vegetation continuouslysattrrated. Big Bluestein (D) 7.0 lbs. 6.0 Ibs, 5.0 lbs.
3 to 5 other grad vanlrtiee
O that have similar snot
Sudanaiass{hybrids} Sorghum sacclrerattur I I5lbs By soil!ell NR NR L:15-EttE Sim No N.:, Yea Crop ahauld be cut 1 disc Ilse only where plente and seed
0' .5._bicoloresp.rinrrnmorral ono,in planting prmary or can he oonldir+ed gad controlled.
drainage adaptations.
O lung term Vu ela'irJr, Little Bluestein (E) 7.0 lbs. 6.0 lbs. 5,t}Ibs, Switchorass Panfanlvugatum- I; A By sail Lest 1211-4115- 1211-4+1 12+1.4,1 1.,n Yes Yes No Respondswol!so
o
Carthage controlled hurria. MIx with
oo 3 to 5 other seed vat antes O
m
that m
have$enI ar acid
Q Sweet VVoodreed (F) 2.5 lbs. 2.0 lbs. 1.5 lbs. drairrageadaptalrona.
a
c Sellchgress FBrllcopr kimatu i r hi A By soil sell 1211-4/15 12/1-411 1211-411 Sun No Poorly No Responds well to
0
Ken/ow drained contin!lad hums. MIx with
$CO 5 ether seed varieties O
0 Rice Cutgrass (G) 6.0 lbs. 5.0 lbs. 4.0 lbs. that have similar sod CO
h-
I drainage adaptations. N
T •
E Su�nlchgrass Penrqun wrgehxnr. N A By soil tear NR ill-5tt 114-S+1 Sun No Poorly Na Responds well to z Z O
0
Y .. Indian VVaodoats (H) 2.5 lbs. 2.0 lbs. 1.5 lbs. A+am 1Lo drained cam Indburns Mlxwllh o
3 ea 5 other seed varieties -
that have similar sod 0 � N
W 0
drainage adaplalione tJ r'
o Virginia Wild Rye (I) 6.0 lbs. 5.0 lbs. 4.0 lbs. Indtangrarss So/Vies/rummiens/ N B By eel! 12/1-4/15 12/1.4+1 1311.411 Sun NR Walt No Responds well to Western coastal Alain only = O < I
o NOTES:
Rirms&Y drained conbr?Ilgd hens- Mlxwllh 0 W 0
DI 1. Seeding rates ere for hulled seed unless oahervl se noted. 0
O 3 to 5 other seed varieties O
-0 2. Fanlizer&Limestone-sales to be applied In ateeenaa or gads tests Recdmmended applrcalton rale assumes algnifIcanity ellslurb4d site ails with little or no residual value. O
that have similar soil Q
° 3. NR means Species not recommended For this region or application area
Eastern Bottlebrush Grass (J) 2-51bs- 2.0 lbs. 1.51bs. drernegeadaplal+ons. o CC) x CC
a 4. Invasive designation as determined by the N.C.Exotic Pest Pant Council and N.G.Halms Plant Society. N
z < O
O h. Sprigging is not recommended For immediate siabilonlion unless terrain Is flat heavy mulch is applied and no olher immediate stabilization method ie practical. Indiangrass SPrgrnmaariun rruldnsf tv B By gel'leer 12/1-4/15. 17/1.4,9 121.4+1 S,rrn etR Weir hie Relpond5 welled Western coKtal,]lairs Olt? < Li- = 0
c Osage "•d corltnrl+l❑d burrs. MIx with 5 O I O
o 3 to 5 other seed varieties z >-
rp Soft Rush (K) 2.51bs. 2.0 lbs. 1.51bs. that have similar sod to o H L
.� drainage adaptation N 1
NCDEQ PRIMARY STABILIZATION SEEDING RECOMMENDATION (NON-NATIVE SPECIES) I w =
Q ° HERBACEOUS PLANTSSeedin P recommendations for rime stabilization a)
w H co
H 0 Table 6.11.b Sedges (L) 2.51bs. 2.0 lbs. 1.51bs. -1
Li) , Successful development depends[an planting date (effectiveness goal: 6 mo.-3 yrs.without art ongoing maintenance program) HERBACEOUS PLANTS-Seeding recommendations for primary stabilizationismi
cp
J ,
NON-NATIVE SPECIES Suecessfull development depends on planting date(effectiveness goal( 6 mo.-3 yrs.without an ongoing maintenance program) Table 6,11.c(can't) Y J
O 3 Optimal Plant' Dates
NATIVE SPECIES j
H .-, woad«.+iy
w W
Z ,� Fer5lzetion Optimal Plantlrg dales I- Z
0 , Botanical Name t Na[ror+ Rohe rkhestane cu.,,h l Sun/Shade Rips.-tar Invasive Instalalacrl l Maintenance NOTE:�: R - N w i
0 'J Commoncn M Name Callvar introduced the+ae Ibelacre winaam a s rr,A.,, ,i min*. 'W
etlands etlands $uRare /es or ko Considerations Other iniorrnahon,commentary With the native varieties, the seed mix should be in the range of 15 pounds per acre. o
r
z Depending on availability of native seeds adaptable to Worth Carolina,the percentage see Table
!l ceI I""u° Li_
o c Botanical Name 1 alive/ e u ly lhnesb r e coastal Sum/shede Rlparirrl yes or installation 1 Maintenance Otherinlnnnitll❑n•
u) of a particular variety used may be reduced or increased accordingly. Although Common Name CLrlhvar pinroduced .earningr.+ee rImi&in Metalline. Pledimrie PI tolerant Wetrands adaere lie Gartsidefsaons cemm.nlrry N
o ,, diVer$Ity is desirable,it is imperative that the primary crop develop and become an Irdlangss Sarg/raanimn oa.' N B Byytrdtex 17/1-4/l, 12f1-411 12)'1.1t1 Sian hlR m�Well No Responds well to controlled Westeastalplainonly d-
O la L'r,cycruto drained bums.Mix with 31,5 ether(seed
o -0 effective protective cover. In addition to the native species mix, additional nurse crop vanities mathavearrill ail s
N species must be included to provide immediate stabilization and an adequate ground cover, drainage adaptations,
03 19 Crovm Vetch Serurigera vane I 15lbs By sot test 3115-4+3D NR NR Sun NR NR Yee Hrghly competitive. Prefers neutral sole
j (Comma's viola) not recarnmanded unless eediengrass Sprgr,srn ninT forties} Iv a By soli tin MR 12/1-511 111 46/1 Sun AR Well No Regpends weft, Only Indiarrgrass edetplable to \\\\\\1 I 1 I I I I///1f
(n O an acceptable alternative Lrxrnenb1 drained uonlrnlletl burns. Mix wnh 1=artorn coastal pla.r(Lorre II \\\
O u is not available. that h3 sin lardsal sties
3 In 5 other � �N
�O 'pFESS -1 ��o�
0 o Centipede Grass Frerrnrci,+pa ophfuroi I 51bs By sal teat MR Eastern $/I-5+1 Sun NR NF Na Significant maintenance Does not tolerate high rraffc. drea,age adaptations. \•�� P�JG
" 10165.for road shoulders orgy may be required to obtain Acceptable Inc sodding - • • s(--
N N
N desired stover 69ertiangue LiicrlardhaYurn I I C By boll feel 511,05 5+1-471 NR Sue 8 Yes Poorly No Responds%Yell I❑ '('� \�� `C7 • -
cwndesrmum i Traga .owl's drained to controlled hums. MIx with - V/ �1 F -
(n o drought 3 to 5 caber seed variables = • Oi ci0
a .
c KY 31 Tel Fescue ti ue Sehedenceusphoeni I 1001bs By sal test 8115-5/1 911-/15 9/36-1,15 Sun I NR R Yes If utlized,Ilia Imperative Acceptable for
O 2 (Fesiuca anerretiasceal mod.Shade that malydenance Includes that Peeve sal-niter aoii ��o� a .'•
L a cartainmes,t plan d omega adaptations.
o4<< I t1C \•���\\�
mpenallve Prefers neutral soils,highly Big 6luestema Arrd,-opggar Qerardf+/ t.i D By soli lest 1211.4/15 1211•4/t NR Su„ NR W olil No Respond§well la Warm season grass \ 4 M1`tC,S \\
L� 0 KY Blue Grass Yea pratanars I 15 lbs Co sot[es{ fl/iYr511 NR NR Sur NH tiR Yee EtatIf lm�teina.II isnce includes competitive not recommentlud Rountree drained controlled bums: Mix with \ ff1 r r 111 1 1111``\\\\
o a containment plan unless an acceptable alternative tha4 have 9irm tadr Bhdl varieties
Q
is not avallage. drainage adaptarons
O N Accsptadeforstldttirg Z Cl) Cl)
I
DO 4.) Rig Bluestem Andrapogarr gerardr: Ia 3 -;toe(ri.I 12,-.1:IC: 12+1-.1..1 NR 1v„ r1R Wes: No Responds well to Warm season grass I- o cN O Cr) Cr) -7
o cL 1Saw drained controlled burrs. Mx with O N
/ Hard Fescue fesfuoa bravrpNa I 15 Ilse By sal test 6/1-8/1 NR NR Shade NR NR Na No!recommended hot Low grnwln •bunch grass Li O 0 =
3 io 5 other seed varieeea
>, -/ (Fes7uca/ongi/aia) slopes greater than 5% 0 O N /�
p ar that have similar seal O 0 W �
P a Bermuda Grass Cynodon[iedyrne+ I 251bs By soil test NR .4/15-6,'30 4/1 t Sun NR NR Yes If utlkxed,II In iniperelve Exlrernely aggressive not drainage adaplalrans. o Lo < U) p� m
N 4.) that maintenance includes recommended and should be < Q CO 0 m 0
a Blg Suellen! And npoge7ngcrardrl r: D BY sail teal 12/1 4775 12/1-411 12/1£11 Sun NR Weld No Responds well to Warm season grassLi a a containment plan avoided unless an acceptable Q W
Eder drained controlled bums, Mix vet LEI
Z Z
0 alternative rs not available. 3 r0 5 other Seed varieties = o CO J 0 L)
3 Me be sodded or ell Y Q Q W
0 .-� Y pr gg treat have similar seal
0 '-
0 W
drainage adaptations, V) 0 0 U
0 _c
in 0 Little Bluesrem 5ct+izachyriunr r.I E By sell Poe? 1211-4/15 NR NR t:.u., AR WeAI No Responds well In Wane sevens grass
coCD s PERMANENT SEEDING CONSTRUCTION SPECIFICATIONS AND MAINTENANCE se+apartsrmJAldous drained controlled bums. Mix Mils
3 i4$other seed varieties
5 o that have ENmllar sal
> ., CONSTRUCTION SPECIFICATIONS: ALL SOIL AMENDMENTS SHALL BE APPLIED AT THE RATE dainageadaplalions. 0
oU) SPECIFIED IN THE SOIL TEST REPORT. APPLICATION SHALL BE Liltd Bluesterm at+izacriyrliutr S By sell sear 12/1-4715 1271.4/1 Nit Sun AR vam:I No Responds well la Warm season grass
Ct
J 0 THE BELOW INFORMATION IS PROVIDED AS A SUMMARY FROM PER THE MANUFACTURER'S DETAIL. 4wparkrrri/Crinrnyr❑n n drz. e nird i coledhorns, Mix with
I J -0 THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND 310 5 other seed varieties
Q c that have similar col
o DESIGN MANUAL ("THE MANUAL"), SECTION 6.11, PERMANENT IF A SOIL TEST IS UNAVAILABLE, THE FOLLOWING SHALL BE BERMUDA GRASS ALTERNATIVE drarnateadeylalwns,
/ a) SEEDING. THE CONTRACTOR SHALL FOLLOW RECOMMENDATIONS USED: CONSIDERATION SHOULD BE GIVEN TO AVOIDING BERMUDA GRASS AS IT IS CONSIDERED AN INVASIVE SPECIES, PER NC STATE
a WITHIN THE MANUAL AND RECOMMENDATIONS OF THE SEEDING UNIVERSITY/ AT&T UNIVERSITY COOPERATIVE EXTENSION. THE EXTENSION RECOMMENDS THE FOLLOWING ALTERNATIVE NATIVE SPECIES: BIG
CONTRACTOR. SEEDING VENDOR. AND SOIL TEST REPORT FOR APPLY 850 LBS OF 10-10-10 FERTILIZER (SLOW TIME RELEASE BLUESTEM (ANDROPOGON GERARDII), LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM), INDIANGRASS (SORGHASTRUM NUTANS), SWITCHGRASS HERBACEOUS PLANTS-Seeding recommendations for primary stabilization Z rn
a PROPOSED PERMANENT SEEDING AND STABILIZATION. OR APPLIED IN MULTIPLE APPLICATIONS) PER ACRE (PANICUM VIRGATUM), BEAKED PANICGRASS (PANICUM ANCEPS), PURPLETOP (TRIDENS FLAVUS), ROUNDHEADED BUSHCLOVER (LESPEDEZA Successful!development depends on planting gate(effectiveness goal: 6 mo.-3 yrs.without an ongoing maintenance program) Table 6.11.c{can't) v
a •� AGRONOMIC TESTING: CAPITATA), DEER TONGUE (DICANTHELIUM CLANDESTINUM), SENSITIVE PARTRIDGE PEA (CHAMAECRISTA NICTITANS), AND PARTRIDGE PEA NATIVE SPECIES 0 J
APPLY LIME AT TWO (2) TONS PER ACRE OR THREE (3) TONS (CHAMAECRISTA FASCICULATA).
LOU) PER ACRE IN CLAY SOILS Optimal Planting Dates / ♦ /
h.6 to UPON COMPLETION OF ROUGH GRADING AND PRIOR TO V rQ
In N SERICIA LESPEDEZA ALTERNATIVE
COMMENCEMENT OF SOILS PREPARATION WORK, SAMPLE AND CONSIDERATION SHOULD BE GIVEN TO AVOIDING SERICIA LESPEDEZA AS IT IS CONSIDERED AN INVASIVE SPECIES, PER NC STATE
o VEGETATION AND PLANTING:
o OBTAIN AGRONOMIC TESTING FOR ALL PROPOSED VEGETATIVE Seci.el.
o PLANTING AREAS AND ANY STOCKPILED SOIL TO BE USED FOR UNIVERSITY/ AT&T UNIVERSITY COOPERATIVE EXTENSION. THE EXTENSION RECOMMENDS THE FOLLOWING ALTERNATIVE NATIVE SPECIES: Botanical sitdfor Fannrsettont Invasive
VEGETATION REQUIRES CONSIDERATION OF IMMEDIATE gatlye+ VMS limestone Go-assal swdsnadc Riparian an or installatim i Maintenance Other rnrormahnn
o PLANTING. TESTS SHALL BE PERFORMED BY AN APPROVED SWITCHGRASS (PANICUM VIRGATUM), SPLITBEARD BLUESTEM (ANDROPOGON TEMARIUS), PARTRIDGE PEA (CHAMAECRISTA FASCICULATA). Common Name outdoor Introduced .willing masa ms+avr. M«Intee,_ "wnn•ui,I Firs Lolersan Wetlands B.rrfera tto Considerations wreeeesry W N -' STABILIZATION (NURSE CROP), PRIMARY STABILIZATION, AND LiirleBluestem 5chuacliyilurn E synolltesr NR NR 13114+1 sun NR Weill N❑ Responds welltrr Wormoeasonprune O
0 o AGRONOMIC SOILS TESTING LAB AND SHALL INCLUDE A LONG TERM STABILIZATION. CONTRACTOR SHALL COORDINATE tirrriCnorrmrar drained controlled burns. Mix with Q
N FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN
WITH SEEDING CONTRACTOR, SEED VENDOR, AND OWNER TO 3to5other seed vadP.ties
03 a RECOMMENDATIONS FOR SOIL PREPARATION, SOIL AMENDMENTS, DISCUSS SHORT TERM AND LONG TERM STABILIZATION. Bloom Period ihalhavasirnlaranil
C AND POST PLANT FERTILIZATION PROGRAM. THE SOILS REPORT dralnataeadaptations V
0 RECOMMENDATIONS WILL TAKE PRECEDENCE OVER THE MINIMUM APPLY SEED AT RATES AS SPECIFIED IN TABLES 6.11A-C OF �+ '
dreed Cirinaaart1SUacae r. F p5•.s,nllmn:1 1^:14:15 r?1• •4:1 1211•411 sun& Yes Poorlylo No Nal%with 310 5 other seed Warm season grass 0
°' WITH THE MANUAL (AND BELOW INFORMATION) ONLY IF THE THE MANUAL. ALTERNATE SEED MAY BE APPLIED AT mad-Shade wall drained variabesthat have sUrclar
o a SOILS REPORT RECOMMENDATIONS EXCEED THE SPECIFIED RECOMMENDATION OF QUALIFIED PROFESSIONAL AND APPROVED Flower Planting soli dr�nageadaptations
0
MINIMUMS. BY THE NCDEQ INSPECTOR. Species Common name Classification Color Location Spring Summtner FallCt
Rice Culnrm tsersla aryztuaes G I3y Doll Ic;l i211-fit 6 tan•411 1711 d11 Sur, Yes Poorly Na Mix with 3 to 5 ether shed Warm season grass
(n drained varieties That have elrnlar
J SEED AREA AND INSTALL EROSION CONTROL MATTING PER soil
Q NOTE: DISTURBED CONDITIONS ON A SITE MAY PRODUCE A MANUFACTURER'S DETAIL. APPLY SEED RATES AS SPECIFIED Lay down/Outs ide Fenee/ROW/Roadside w
VARIETY OF SOIL COMMUNITIES. NUTRIENT AND PH LEVELS IN VIA BROADCAST SEEDER, DRILL SEEDER, OR HYDROSEEDER ON
W o Indian ermroodoals Choamsnfrn+Irrrr lenrollum H Bs roll last 3/1-5115 2r15.4f1 711rr3{29 Eon d NR Well No Mix with 3 aq 5 ocher seed Cool seasrxt erns
1 DEEPLY CUT SOILS WILL BE QUITE DIFFERENT FROM THOSE aalmelar
7/1rr1/f5 111a-1u+1?art-1111 n❑d.shade urained varieties atttavrr
J SOILS FOUND ON THE ORIGINAL SURFACE. SOIL SAMPLES AND AND/OR INTO THE PREPARED BED. HYDROSEEDING IS THE Achillea mill efolium Common Yarrow perennial white,pink buffer/laydown X X X soil dra5 inage adaptations
O E TESTS SHALL BE OBTAINED TO IDENTIFY THESE AREAS. PREFERRED METHOD, DRILL SEEDING IS THE SECONDARY -
N PREFERRED METHOD. Chamaecristafasciculata Partridge Pea annual yellow buffer/laydown X X v�iniaw dRye F+ym[rsvrgncrrs I N.soulest 3/1•5/15 2)15-411t2/15.3/20 5u„3 Nil Well No MixwRh3to5otherseed Cool season grass z
Z () SOIL PH AND NUTRIENT AMENDMENT: 7/15-5/15 3/15-f0flt9/1-1111mod.Shane warned varieties that have slimier
O - MULCH AFTER SEEDING WITH 2 TONS OF GRAIN STRAW PER nclaptatienr.
0 o ACRE AND EITHER CRIMP STRAW INTO SOIL OR TACK WITH Coreopsis basalis Goldenmane Tickseed perennial yellow buffer/laydown X12
z RESULTS FROM THE SOIL TESTS SHALL INCLUDE RECOMMENDED FastemBoitlehr.lsh Flyrxrsnystox J F}y soil u;r:1 3/1.5115 2115-411 NR subs NR well No Mix with 3ro5 other seed Cool season grass
LIQUID ASPHALT AT 400 GALLONS PER ACRE OR EMULSIFIED
_0 0 APPLICATION RATES OF SOIL MODIFIERS (LIME, FERTILIZER, ETC.) Gras 7/1rrB/t5 3/15-10+15 mod.Shadedra;ncd vanietlesthat have slmlar
to - FOR THE SELECTED PLANT SPECIES IN THE SOILS. ASPHALT AT 400 GALLONS PER ACRE. Coreopsis grand yora Largeflower Ticks eed perennial yellow buffer/laydown X X gall drainane adaptations
o s
' NOTE: PH MODIFIERS SUCH AS LIME MAY TAKE SEVERAL IF CRIMPING IS TO BE USED, APPLY i OF THE MULCH, THEN Soikmsr );,rteirseRusas r. Eysn,Itr;il 12/1 •5:15 12'1-5+1 12+1-:r=5 5 n Yee Poorly Np Mht with Sto5olhesseed J
Coreopsis lanceolate Lance-leaved Coreopsis perennial yellow buffer/laydown X X silt-b +ls to-1,t1 drained varieties that nav931rn1ar
to r CRIMP, THEN APPLY THE FINAL MONTHS TO ADJUST SOIL PH. OF MULCH. , soil drainage adaptations O
cd oj
SOIL TEXTURE AMENDMENT:
MAINTENANCE: Echinaceapurpurea Purple Coneflower perennial purple buffer/laydown X X X shell❑wsedge r;are,rt+rda L BYnellles! t2r1-511512/1-sat is:,.a+15 Sun YeP POr,rly N„ Mire with 310S other seP,l
&+15-10/15 9/1-11/1 chained varieties that have simile.
pT) loll drawl-age late adeptetlnns. O
>, a RESULTS FROM THE SOIL TESTS SHALL INCLUDE MAINTAIN VEGETATION TO ASSURE IMMEDIATE, SHORT TERM, Gaillardia pulchella Indian Blanket perennial red yellow buffer/laydown X X O H
_0 0.) RECOMMENDATIONS FOR AMENDMENTS THAT WILL IMPROVE THE AND PERMANENT PROTECTION. MAINTENANCE ITEMS THAT Fos Sedge Carexutrlolnoldea L fdy soli lel t2tt-5115 12/1.511 12r1.6/15 Sun Yes Poorly No Mix with 3to5 other seed
c SOIL TEXTURE. SHALL BE ACCOUNTED AND PLANNED FOR INCLUDE: Liatris graminifolia Gras sleaf Blazing Star perennial purple buffer/laydown X X 0/16-1B/10 9/I-11/1 drained vadaties!hat have Sirnnilar por
>, sell marinade adaptations LL1
3 SOIL PREPARATION: IRRIGATION OF VEGETATION DURING ESTABLISHMENT PHASE AND Monarda punctata Spotted Beebalm perennial purple buffer/laydown X X <
-0 -o DROUGHT CONDITIONS; EXCESSIVE RAINFALL;MULCH NOTE•
a o ALL AREAS TO BE VEGETATED SHALL BE PREPARED INCLUDING REPLACEMENT; SUPPLEMENTAL SEEDING; SUPPLEMENTAL SOILS Pycnanthemumtenuifolium NarrowleafMountainmint perennial white buffer/laydown X X 1.Seedng roles are for hulled seed unless otherhsenoted. a z
TESTS; APPLICATION OF NUTRIENTS AND AMENDMENTS; 2.Fertilizer 8 Limestone-rates to be applied in absanae of sails leers P.ectxnmendad application rate assumes significantly disturbed site sods with Ilene or ne residua;value.
to ZSOIL AMENDMENT, TILLING AND/OR RIPPING, AND MULCH, 3 NFl means Specles not recommended for thlsrogrmor application area. awl
• eL MATTING, OR TACKING AS NECESSARY. CONTROL OF COMPETITIVE AND INVASIVE SPECIES; DISEASE AND Rudbeckia hirta Black-eyed Susan biennial yellow buffer/laydown X X 4.Na[lye,warm sagson grasses rgglnresixcrmoremonthstoggrminataunderoptimumamdiU❑ns- II they ar�epiantndInthe summer,Men ainmda year WShliato pass before they germinate. LL
INSECT CONTROL; CORRECTIVE MAINTENANCE; MEASURERS TO 0.Eaves'vadesignetioneodeterniedbytheN.C.PxoticPeutPent4UunralandN.C.NatisaPlentSeciety. Q a ~
RIPPING DEPTH FOR SUBSOILING SHALL BE PER THE SOIL TEST ADDRESS FAILURE OF VEGETATION TO BECOME ESTABLISHED. Under Panels I 6.SpriggingIsrrolracamrrscnaeotm,mme�alesfah,Lrzailonunless terrain Ia tat henvymulchisapplied and no ether immediate stabilizatonmethod ispraci,car. 'A
o 7 Sodding for immediate stabilization-see prinery stablization charts lather information column)and Section 6.12. v!l
o RECOMMENDATIONS AND/OR SEEDING VENDOR BASED UPON AFTER 45 DAYS OF RECEIVING PERMANENT SEEDING, IN AREAS Trifoliumrepens Dutch White Clover perennial white panel/row X X X 5.LongmenStabl6atiw,canonlybeaccomplishedwRhanadequate.immediate.andprimarystatiYlzationprogram. Toachievelongtarnprotactivecowerwiththespecieapsted'Inn 0
SITE SPECIFIC KNOWLEDGE; MINIMUM DEPTH IS SIX (6) INCHES. Ihw#1art,theoppmvedplal-wnsieuciionsaquenceeidrremtenanaesckeedutemis#ncludescrfiaientdetaltivassurgvegota#orlwlltpaeaa#abilshedaldmaintrened, 7osssure#he U
WITH LESS THAN 50% GRASS COVERAGE THE SOIL SHALL BE
AERATED AND AMENDED AS NECESSARY TO ACHIEVE PROPER Chamaecrista nictitans Sensitive Pea annual yellow panel/row x X x Fong teem protoidlye ardet will be.eStateliShetl.the re-via/wag ar1c1 epproaribg ghlyerlilrag body may require a performannistrnalMerianoe bond_ 0
N '3 SOIL SURFACE PREPARATION SHALL BE PER THE SOIL TEST COVERAGE.
RECOMMENDATIONS AND/OR SEEDING VENDOR BASED UPON Trifolium incarnatum Crimson Clover perennial red panel/row X X EL
SITE SPECIFIC KNOWLEDGE; AT A MINIMUM, TILL/DISC RIPPED - - m
o IN AND GRADED AREAS TO A DEPTH OF FOUR (4) CHES AND Trifolium pratense Red Clover perennial pink panel/row X v/ Q
C RE-COMPACT WITH A CULTIPACKER ROLLER. m
to , ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, CD
T E STICKS, ROOTS, AND OTHER EXTRANEOUS MATERIALS THAT M SHEET NUMBER
0 SURFACE DURING PREPARATION SHALL BE REMOVED.
-o 0
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cri /` I I LANDSCAPE REQUIREMENTS & CALCULATIONS Date Modified: 20200720
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0 WILLIAM F.TROUTMAN,SR 6 HILDA C. W
TROUTMAN,TRUSTEES OF THE Cabarrus County Development Ordinance Q
TRPUTM5I3 LIVING 70000 /
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REGINALOJORAKE DB8700PG.283 APRILA.HAIGLER LENGTH COUNTY MINIMUM
0 LANDSCAPING SHALL NOT I PIN:554 32963 740 000 I OB 2409 PG 169� ZONED.SFR PIN:55433945120000
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T REBECCA L GENTESI JENNIFER C KISER PIN:55431920970000 / ° 1
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Cabarrus County Development Ordinance I—
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° CODE REQUIREMENT AREA/ TOTAL QUANTITY REQUIRED PER TOTAL QUANTITY PROVIDED CODE SECTION
L LENGTH COUNTY MINIMUM
1
**IN THE EVENT THAT A
SOLAR FARM ABUTS A
° RESIDENTIAL PROPERTY SITES > 10 100' WIDTH 100' WIDTH 8-4.17.5
OR A STREET RIGHT OF 50' LENGTH SEGMENTS 50' LENGTH SEGMENTS &
ACRES c,,
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PRIOR TO LANDSCAPE INSTALLATION.
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SET SHRUB PLUMB GENERAL LANDSCAPE NOTES:
o , , r 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
I
2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE
PLANT SCHEDULE.
E TOP OF ROOTBALL SHALL BEAR
SAME RELATIONSHIP TO GRADE
oCOMPLETELY REMOVE CONTAINER 3. ALL TREES MUST HAVE A STRAIGHT TRUNK AND BE FULL HEADED AND MEET ALL
OR BURLAP AND LIGHTLY SCARIFY MULCH SHALL BE MAINTAINED A REQUIREMENTS SPECIFIED IN THE PLAN SCHEDULE.
ROOT MASS `V``0Off
MINIMUM 3"FROM TRUNK OF SHRUB
z
o FINISH GRADE ` I 4. ANY SHADE TREES LOCATED ADJACENT TO VEHICLE SIGHT TRIANGLES SHALL BE LIMBED MIN. o
MULCH 3"DEPTH 8' (MEASURED FROM ADJACENT PROJECTED CURB/EDGE-OF-PAVEMENT LINE ELEVATION) PER
i� v - fit, AI 'it I e d 11 11 11 11 w 1, ANSI Z60.1 STANDARDS FOR HEIGHT OF BRANCHING - STREET TREES.
' _
H -t 1=1 I IE 1'4�0 i`400 =1 11=1 I I m
-I 1�`o �`��o, =III= 5. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO COMPLETED
o PLANTING MIX BACKFILL I - �.1110 I1110 41 I I-I
_U Y1i10+, 44+40110� 1=111- INSTALLATION OF ALL PLANT MATERIAL) SHALL BE PROMPTLY REMOVED FROM THE SITE AND
O$ 11•' 4 �4 REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL
`n COMPACT PLANTING MIX -I I �OO�IO001i�j`�Ipj`�I I-I I- }
o TO PREVENT SETTLING -111- rON0001s'`IN00010� 1-111-1 1I-
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- 1=III-III= 111 "I II-
° MULCH 3"DEPTH -III-11 1-111 6. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT
0 o z III -III-1 > GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS o
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111-11;\'/7 /'/'//'%'' Wvv/1. -11 FOR PLANT MATERIAL.
�����a����" � I I I I I _ I=III _
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\/\\/\\/\\/\\/\\/\\ \\ \ \ �c4w,m /\\
/\ \ \//\//\//\//\//\//\// "%%►I%'%'�I '�I 'A�'� '%/\// /�\//\ 111=1 1=111-111=1 - -MEW 7. ALL SHRUB AND TREE PLANTING BEDS, AND TREE RINGS, ARE TO BE COMPLETELY COVERED o
C (.0
o /\/\/ /\/\/\/\/\/\/\ \ -_`-_`-` \ \/ LOOSEN S U BG RAD E
/� \/\/\/\/\/\/\/\/\ \/ / / I11= = I1= WITH DOUBLE GROUND HARDWOOD MULCH TO A MINIMUM DEPTH OF THREE (3) INCHES.
\/\ '�-� //\/,/ / AND REMOVE ROCK
\//\//\//\//\//\//\//\//\/\/ / / / / / /\/ AND OTHER DEBRIS N
/\/\/\/\/ / I (-) E// / / / �� ► j/jo/jo/j X / 2 X X I 2 8. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN WITHIN THE PLANS ARE BASED UPON �� z z o
Y \/\\/\\ \\//\\//\\/ \\//\\//\\// BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE N
\\// \�/ \\ \/ - THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND 0 LJ o ,�
\ ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION Q J
0 3" NOTES: OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. = o <
a 1. ALL PLANT MATERIAL PRICING SHALL INCLUDE MULCH, BED PREPARATION, AND STAKING. o ui °' o
° PLANTING BED TRENCH EDGING NOTE: Q o
9. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT z
2. ALL PLANTING BEDS SHALL RECEIVE 3" (THREE INCHES) OF MULCH. PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. ^ o w a o N
° 1. TRENCH EDGE SHALL BE LOCATED AT THE EDGE OF PLANTING BED /"'N Q i = 0
E AND ALL TURF OR NATIVE GRASS AREAS. z o o
MULCH TYPE FOR PROJECT: DOUBLE GROUND HARDWOOD MULCH OR CURRENT COUNTY 10. ALL PLANT MATERIAL QUANTITIES ARE CALCULATED ACCORDING TO LINEAR FEET OF >4. § Co o
N STANDARD. FRONTAGE REQUIRED FOR SCREENING BASED UPON FIELD LOCATED VEGETATION LIMITS. _
0 2. MAINTAIN POSITIVE DRAINAGE IN ALL PLANTING BEDS. w
f, ACTUAL NUMBERS MAY VARY BASED ON DIFFERENT SITE CONDITIONS. FULL PERIMETER IS TO ICD 0
° 3. SEE GENERAL LANDSCAPE NOTES FOR TYPE OF MULCH. 3. PLANT MATERIAL SPACING SHOWN ON LANDSCAPE PLANS SHALL OVERRIDE TYPICAL PLANT MEET REQUIRED SCREENING PARAMETERS. IF A DISCREPANCY IS FOUND, CONTRACTOR H u) co°
SPACING INDICATED ON PLANT SCHEDULE. LANDSCAPE CONTRACTOR RESPONSIBLE FOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION. Y w °'
VERIFYING ALL PLANT SPACING AND MAKING MINOR FIELD ADJUSTMENTS DUE TO UTILITY
CONFLICTS. oN >
11. THE TOP OF ALL SHRUB ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED o LI z
0, 2 GRADE, AS BORN TO PREVIOUS GRADE AND GROWING CONDITIONS. ALL TREES SHALL BE N 1- o
■ 15 Ow
o PLANTED MINIMUM 3" ABOVE SURROUNDING FINISH GRADE, MEASURED AT BASE OF TRUNK. Q °-
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/ PLANT BED TRENCH EDGINGr-2-
TYPICAL SHRUB PLANTING 12. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
W °
Q / SCALE: NTS SECTION SCALE: NTS SECTION 13. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM
\ / ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM
z
< ° ROOT BALL. �N .. .
Os..:-' NDSc' iy
14. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION :',-, • �'°F'••'9
DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL OR UNCOMPACT AND AMEND * �, 1665 = *
> o THE TOP 24" OF EXISTING SOIL TO MEET TOPSOIL PLANTING MIX STANDARDS FOR TREES. •:3 y:
a a SET TREE PLUMB 0 '•..,
r . 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL ygR�"L.6Q`o1�
-o MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE.
0
° / FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL
,' ° PROJECT ACCEPTANCE. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING
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INSPECTIONS OF PLANT MATERIAL.
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Q �% 16. CONTRACTOR SHALL MAINTAIN LANDSCAPING FOR AT LEAST 30 DAYS AFTER ALL PLANTS o o w N U
c1 Q HAVE BEEN INSTALLED, AND 60 DAYS AFTER SEEDING, OR AS LONG AS IS NECESSARY TO m Q - m .
T Q 'e- ESTABLISH UNIFORM STAND OF THE SPECIFIED GRASSES, OR UNTIL SUBSTANTIAL Q °' o zn m z n
° o EVERGREEN TREE COMPLETION OF THE PROJECT, OR UNTIL ACCEPTANCE OF THE LAWNS AND SHRUBS, _ r\ o
i WHICHEVER IS LATER. 0 I W CC _
a
coI INSTALL TREE PLUMB 17. NO PLANT SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION FROM THE ^
o LANDSCAPE ARCHITECT. ALL PLANT MATERIAL SHALL MEET THE CABARRUS COUNTY MINIMUM ( )
o ° ORDINANCE STANDARD FOR PLANT SIZES.
o
o c ��r,-,4:,✓/� -
18. NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE ROOT ZONE OF AN EXISTING TREE
> , tl % WITHOUT PERMISSION OF THE LANDSCAPE ARCHITECT: STAGING OR STORAGE OF
o ° � / ROOT FLARE SHALL BE EXPOSED, CONSTRUCTION MATERIALS, EQUIPMENT, SOIL OR DEBRIS; TRENCHING; OR DISPOSAL OF ANY H
J
1 o MULCH SHOULD NOT BE WITHIN 3"
J a LIQUIDS.
Q ° /I'
\ r OF TREE TRUNK% ' I r�1\' %' //(r TOP OF ROOTBALL SHALL BEAR
`,
' AN MI It #' y��\�1/��� SAME RELATIONSHIP TO FINISHED
G J ' GRADE AS TO PREVIOUS EXISTING
a G GRADE IN NURSERY LLI
E DETAIL A,L2.2 �',QO ✓ 1
W. PLACE ROOT ON SUBSOIL:0 PLANT SCHEDULE CL
r9 / 1 \ � � KEEP ROOTBALLINTACT DURING
o % INSTALLATION. REMOVE TOP 3 OF TREES BOTANICAL NAME COMMON NAME ROOT CAL. HEIGHT OTY a �/
\� \ _ \\ �►//._,/_ C WIRE BASKET IF APPLICABLE AND
o J - _ r�� 4910 - - FOLD BACK TOP 3 OF BURLAP. .. U
oo 11NAL GRADE vEAR 1NSPECTOSTION Pr -I" . Cercis canadensis Eastern Redbud B&B 1 1/2" MIN. 6' HT MIN. 19 (1)
N0 WITH SAUCER REMOVED /.� •
MULCH KEPT 3" \ A / � // =
cci .� r FROM TRUNK OF \\�r �/�
A TREE \ ���� i/y�� / Ilex opaca American Holly B&B 1 1/2" MIN. 6' HT MIN. 129
11-6" MIN.
® 3 3"DOUBLE GROUND HARDWOOD
(5) <
m FINISH GRADE %' II'mill'�`ill's`ill'�,'ill/ I>l, 47�' '�'"` "'" MULCH
a - �." =11 I “..54.414r24Z4:._ 1 1 1=1 Lagerstroemia indica Crape Myrtle B&B 2"MIN. 10'-12' HT. MIN. 43
0 = I I' II a.i��0'►'��oi �'1� �i�I�OYi��OYij�OI�j�OIp�� J
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H 2 - X**4'10•Oj►•01o�110i = MEW- 111110i1110i1110i' 1= I Nyssa sylvatica Black Gum B&B 2 1/2"MIN. 12' 14 HT. MIN. 103
w m44+100O1��i004011044 -I 11=11 i ,1010001 401144 - I c.3
111-111- j10I/100'444.44.4.4 I��11 -1 1-111- *1 *10�4 010 111-I I 1 11 EXCAVATE HOLE TO DIAMETER 3X
I=1 1=1 ;.,4.4.1i�`e4+44, II I-1 I- 11 III-III=III-_ _-111E11-1 -
Oi ei i= =1r="fi-►k"CI=f�'11=1=n- z
NO0000IOOI01N0i -111E111=111=111-1 -11 ]L�IL11.11.=�J1.=F=�JL=�.11.m�7r__n= -111-111- WIDER THAN ROOTBALL. BACKFILL
Q ° =111= ,4141..14141� 11 1 I I-III-III-III-III-III__=III-III-III-III-_III HOLE WITH PLANTING SOIL MIX Pinus strobus White Pine B&B 2 1/2"MIN. 12'-14' HT. MIN. 51
CD �I1$++$44 04+ _ COMPLETELY REMOVE TOP 3 OF WIRE BASKET 11 I=11 I-11 I-111-III-III-111- 1-III-1 I I-11 I-11 I-III il
il
cn ° 1- ►j1000110I.j1000110I 111E AND BURLAP MATERIAL. LIGHTLY SCARIFY 1=11 I-11 I-� I 1 1 I=1 1 1=11 I,I I=� I 11,„,_
o ►11000110�ij1000110, 1111_- i!i!Iw�0I�0Iw�0I. ROOT MASS SHRUBS BOTANICAL NAME COMMON NAME SIZE ROOT OTY J
z . =III- - - - - COMPACTED SUB GRADE
J U A 11 11 III=III 111=111 1 11 r EQUAL EQUAL EQUAL
I = - I 11=III-111 111" PLANTING MIX BACKFILL EXCAVATE SUBSOIL AS REQUIRED O
o _
J Ei IF - - TO PLACE ROOTBALL AT PROPER Ilex vomitoria Yaupon Holly 15 gal 30" MIN. 787
LOOSEN SUBGRADE ONLY, COMPACT AS NECESSARY ELEVATION. PLACE ROOTBALL (/)
^CD O O
X/ 2 DIRECTLY ON COMPACTED OR (/)
> Q TO PREVENT SETTLING UNDISTURBED SOIL.
0 ° Osmanthus fragrans Sweet Osmanthus 15 gal 30" MIN. 1,160 LL ��/
>, 0 TREE PLANTING NOTES: NOTE: o
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0 1. SET TREE MIN. 3" ABOVE SURROUNDING FINISH GRADE, MEASURED AT BASE OF TRUNK. 1. ROOT SYSTEM SHALL BE WRAPPED AS SOLID UNITS WITH BALLS OF EARTH \� < 7
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Co _ 2. MAINTAIN 3" RADIUS CLEAR AREA SURROUNDING WOODY TRUNK FOR MULCH BURLAP, FIRMLY LACED WITH STOUT, NATURAL BIODEGRADABLE CORD OR W
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