20190875 Ver 1_Erosion Control Submittal_20190628

HAYWOOD CROSSING SUBDIVISION
EROSION CONROL & STORMWATER PLAN
SPANO & ASSOCIATES
HENDERSON
OWNER/DEVELOPER CONTACT:
NAME: MR. RALPH SPANO
COMPANY: SPANO & ASSOCIATES HAYWOOD, LLC
ADDRESS: 1540 INTERNATIONAL PKWY #200, LAKE MARY, FL 32746
PHONE: [phone]
EMAIL: [e-mail]
ENGINEER/EROSION CONTROL CONTACT:
NAME: SCOTT BURWELL, P.E.
COMPANY: MCGILL ASSOCIATES, P.A.
ADDRESS: 55 BROAD STREET, ASHEVILLE, NC 28801
PHONE: [phone]
EMAIL: [e-mail]
Know what's below.
Call before you dig.
N.C. One -Call Center
Dial 811 or 1-800-632-4949
McGill
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ENGINEERING
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55 BROAD STREET ASHEVILLE, NC 28801 PH. [phone] FIRM LICENSE # C-0459
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PROJECT SITE
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JUNE 2019
HAYWOOD,
NORTH CAROLINA
SCHEDULE OF DRAWINGS
G-001 ..... COVER SHEET
G-003 ..... EROSION CONTROL NOTES C-508 ..... R.41SCELLANEOUS DETAILS
CD -101 ..... EXISTING CONDITIONS &
DEMOLITION PLAN
C-101 ..... MASTER PLAN
C-102 ..... INITIAL EROSION CONTROL PLAN
C-510 ..... MISCELLANEOUS DETAILS
C-103 ..... STORMWATER AND GRADING PLAN
C-104 ..... FINAL EROSION CONTROL PLAN
C-105 .....ROAD PROFILES
C_ -Ana..... pi ON PRnFii F - SEWER INE C: NOT INCLUDED WITH
THIS SUBMITTAL
C-501 ..... MISCELLANEOUS DETAILS
C-502 ..... MISCELLANEOUS DETAILS
C-503 ..... MISCELLANEOUS DETAILS
C-504 ..... MISCELLANEOUS DETAILS

GENERAL CONSTRUCTION NOTES
1. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS,
WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE
ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE -DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
2. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
3. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
4. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. TOPSOIL MAY BE PLACED UP TO 6"
IN DEPTH ON SLOPES AND OPEN AREAS IF AVAILABLE WITH PRIOR APPROVAL BY ENGINEER.
B. SOLID WASTES TO BE REMOVED SUCH AS SIDEWALKS CURBS PAVEMENT ETC., MAY BE PLACED IN
SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES,
UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM
THE UTILITY INVOLVED.
D. ON SITE BURNING IS PROHIBITED.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
6. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
7. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF t4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH
SHORT-TERM PHOTODEGRADABLE EROSION CONTROL MATTING.
8. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO
M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH WALL
INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER THE TOP
OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE ADS N12 WT
OR APPROVED EQUAL.
9. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
10. CATCH BASINS CAST -IN-PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3. CURB INLET CATCH BASIN
SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO
STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
11. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R -3233D, PRODUCTS BY DEWEY BROS., U.S.
FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL. FIELD INLET
COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
12. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B, 4000
PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION
825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH
SECTION 830 AND/OR 834.
13. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
14 NO BASE COURSE SHALL BE PLACED ON MUCK, PIPE, CLAY, ORGANIC MATTER, OR OTHER UNSUITABLE
MATTER, AND A MINIMUM COMPACTION RATE OF SUBGRADE PRIOR TO PAVING SHALL NOT BE LESS THAN 95%
BY STANDARD PROCTOR METHOD AND CERTIFIED BY A PROFESSIONAL ENGINEER.
15. ALL RETAINING WALLS SHOWN WILL BE DESIGNED BY A LICENSED NORTH CAROLINA PROFESSIONAL ENGINEER
PRIOR TO PERMITTING AND CONSTRUCTION OF THE WALL.
NOTES: STATEMENT OF PERMIT AND CONTRACTOR
RESPONSIBILITIES
1. PROJECT SITE CONTAINS JURISDICTIOANL WATERS OF THE U.S (WOTUS).
2. PROJECT INVOLVES IMPACTS TO WOTUS IN SEVERAL LOCATIONS.
3. PROPOSED IMPACTS TO WOTUS ARE REGULATED BY THE CLEAN WATER ACT
SECTIONS 404 AND 401.
4. PERMITS HAVE BEEN OBTAINED BY THE CITY OF XXX INC TO AUTHORIZE THE
PROPOSED IMPACTS TO WOTUS AND ARE SUBJECT TO THE TERMS AND
CONDITIONS OF THE PERMITS.
5. CWA 404/401 PERMIT REQUIREMENTS, TERMS, AND CONDITIONS ARE SUMMARIZED
ON THIS SHEET ALONG WITH VARIOUS ASSOCIATED DETAILS AND SPECIFICATIONS.
6. A COPY OF THE PERMITS HAVE BEEN PROVIDED TO THE CONTRACTOR AT THE
PRE -CONSTRUCTION MEETING. THE CONTRACTOR IS RESPONSIBLE FOR READING
THE PERMITS, PLANS AND SPECIFICATIONS, AND UNDERSTANDING HIS/HER
RESPONSIBILITIES UNDER THE PERMITS, WHICH INCLUDE BUT ARE NOT LIMITED TO:
A) COMPLIANCE WITH ALL PERMIT CONDITIONS RELATING TO CONTRACTED
CONSTRUCTION ACTIVITIES BOTH ON-SITE AND OFF-SITE, IF OFF-SITE AREAS
ARE USED FOR PROJECT RELATED PURPOSES (EG: ACCESS, LAYDOWN, STAGING,
BORROW, WASTE, ETC.)
B) COMMUNICATION OF PERMIT COMPLIANCE RESPONSIBILITIES TO SUBCONTRACTORS
WORKING ON THE PROJECT.
C) COORDINATION WITH PROJECT ENGINEER REGARDING PERMIT COMPLIANCE RELATED
ISSUES AND QUESTIONS.
D) IMMEDIATE REPORTING TO PROJECT ENGINEER OR OWNER OF ANY VIOLATION OR
SUSPECTED VIOLATION OF PERMIT CONDITIONS.
E) A COPY OF ALL PERMITS AND CONDITIONS SHOULD BE MADE AVAILABLE AT THE
PROJECT SITE DURING CONSTRUCTION AND MAINTENANCE ACTIVITIES.
Know what's below.
0111 before you dig.
N.C. One -Call Center
)ial 811 or 1-800-632-4949
NATIONWIDE PERMIT CONDITIONS
1. AQUATIC LIFE MOVEMENTS - NO ACTIVITY MAY SUBSTANTIALLY DISRUPT THE NECESSARY LIFE
CYCLE MOVEMENTS OF THOSE SPECIES OF AQUATIC LIFE INDIGENOUS TO THE WATERBODY,
INCLUDING THOSE SPECIES THAT NORMALLY MIGRATE THROUGH THE AREA UNLESS THE ACTIVITY'S
PRIMARY PURPOSE IS TO IMPOUND WATER. ALL PERMANENT AND TEMPORARY CROSSINGS OF
WATERBODIES SHALL BE SUITABLY CULVERTED, BRIDGED, OR OTHERWISE DESIGNED AND
CONSTRUCTED TO MAINTAIN LOW FLOWS TO SUSTAIN THE MOVEMENT OF THOSE AQUATIC SPECIES.
2. SUITABLE MATERIAL - NO ACTIVITY MAY USE UNSUITABLE MATERIAL (E.G., TRASH, DEBRIS, CAR
BODIES, ASPHALT, ETC.). MATERIAL USED FOR CONSTRUCTION OR DISCHARGED MUST BE FREE
FROM TOXIC POLLUTANTS IN TOXIC AMOUNTS (SEE SECTION 307 OF THE CLEAN WATER ACT).
3. MANAGEMENT OF WATER FLOWS - TO THE MAXIMUM EXTENT PRACTICABLE, THE
PRE -CONSTRUCTION COURSE, CONDITION, CAPACITY, AND LOCATION OF OPEN WATERS MUST BE
MAINTAINED FOR EACH ACTIVITY, INCLUDING STREAM CHANNELIZATION AND STORM WATER
MANAGEMENT ACTIVITIES, EXCEPT AS PROVIDED BELOW. THE ACTIVITY MUST BE CONSTRUCTED TO
WITHSTAND EXPECTED HIGH FLOWS. THE ACTIVITY MUST NOT RESTRICT OR IMPEDE THE PASSAGE
OF NORMAL OR HIGH FLOWS, UNLESS THE PRIMARY PURPOSE OF THE ACTIVITY IS TO IMPOUND
WATER OR MANAGE HIGH FLOWS. THE ACTIVITY MAY ALTER THE PRE -CONSTRUCTION COURSE,
CONDITION, CAPACITY, AND LOCATION OF OPEN WATERS IF IT BENEFITS THE AQUATIC
ENVIRONMENT (E.G., STREAM RESTORATION OR RELOCATION ACTIVITIES).
4. EQUIPMENT - HEAVY EQUIPMENT WORKING IN WETLANDS OR MUDFLATS MUST BE PLACED ON
MATS, OR OTHER MEASURES MUST BE TAKEN TO MINIMIZE SOIL DISTURBANCE.
5. SOIL EROSION AND SEDIMENT CONTROLS - APPROPRIATE SOIL EROSION AND SEDIMENT CONTROLS
MUST BE USED AND MAINTAINED IN EFFECTIVE OPERATING CONDITION DURING CONSTRUCTION, AND
ALL EXPOSED SOIL AND OTHER FILLS, AS WELL AS ANY WORK BELOW THE ORDINARY HIGH WATER
MARK OR HIGH TIDE LINE, MUST BE PERMANENTLY STABILIZED AT THE EARLIEST PRACTICABLE
DATE. PERMITTEES ARE ENCOURAGED TO PERFORM WORK WITHIN WATERS OF THE UNITED STATES
DURING PERIODS OF LOW -FLOW OR NO -FLOW.
6. REMOVAL OF TEMPORARY FILLS - TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND
THE AFFECTED AREAS RETURNED TO PRE -CONSTRUCTION ELEVATIONS. THE AFFECTED AREAS MUST
BE REVEGETATED, AS APPROPRIATE.
7. PROPER MAINTENANCE - ANY AUTHORIZED STRUCTURE OR FILL SHALL BE PROPERLY MAINTAINED,
INCLUDING MAINTENANCE TO ENSURE PUBLIC SAFETY AND COMPLIANCE WITH APPLICABLE NWP
GENERAL CONDITIONS, AS WELL AS ANY ACTIVITY -SPECIFIC CONDITIONS ADDED BY THE DISTRICT
ENGINEER TO AN NWP AUTHORIZATION.
8. DISCOVERY OF PREVIOUSLY UNKNOWN REMAINS AND ARTIFACTS - IF YOU DISCOVER ANY
PREVIOUSLY UNKNOWN HISTORIC, CULTURAL OR ARCHEOLOGICAL REMAINS AND ARTIFACTS WHILE
ACCOMPLISHING THE ACTIVITY AUTHORIZED BY THIS PERMIT, YOU MUST IMMEDIATELY NOTIFY THE
DISTRICT ENGINEER OF WHAT YOU HAVE FOUND, AND TO THE MAXIMUM EXTENT PRACTICABLE,
AVOID CONSTRUCTION ACTIVITIES THAT MAY AFFECT THE REMAINS AND ARTIFACTS UNTIL THE
REQUIRED COORDINATION HAS BEEN COMPLETED. THE DISTRICT ENGINEER WILL INITIATE THE
FEDERAL, TRIBAL AND STATE COORDINATION REQUIRED TO DETERMINE IF THE ITEMS OR REMAINS
WARRANT A RECOVERY EFFORT OR IF THE SITE IS ELIGIBLE FOR LISTING IN THE NATIONAL
REGISTER OF HISTORIC PLACES.
9. RESTRICTION ON USE OF LIVE CONCRETE - FOR ALL NWPS WHICH ALLOW THE USE OF CONCRETE
AS A BUILDING MATERIAL, LIVE OR FRESH CONCRETE, INCLUDING BAGS OF UNCURED CONCRETE,
MAY NOT COME INTO CONTACT WITH THE WATER IN OR ENTERING INTO WATERS OF THE US. WATER
INSIDE COFFER DAMS OR CASINGS THAT HAS BEEN IN CONTACT WITH WET CONCRETE SHALL ONLY
BE RETURNED TO WATERS OF THE US WHEN IT IS NO LONGER POSES A THREAT TO AQUATIC
ORGANISMS.
10. REQUIREMENTS FOR USING RIPRAP FOR BANK STABILIZATION - FOR ALL NWPS THAT ALLOW FOR
THE USE OF RIPRAP MATERIAL FOR BANK STABILIZATION, THE FOLLOWING MEASURES SHALL BE
APPLIED:
10.1. FILTER CLOTH MUST BE PLACED UNDERNEATH THE RIPRAP AS AN ADDITIONAL REQUIREMENT
OF ITS USE IN NORTH CAROLINA WATERS.
10.2. THE PLACEMENT OF RIPRAP SHALL BE LIMITED TO THE AREAS DEPICTED ON SUBMITTED WORK
PLAN DRAWINGS.
10.3. THE RIPRAP MATERIAL SHALL BE CLEAN AND FREE FROM LOOSE DIRT OR ANY POLLUTANT
EXCEPT IN TRACE QUANTITIES THAT WOULD NOT HAVE AN ADVERSE ENVIRONMENTAL EFFECT.
10.4. IT SHALL BE OF A SIZE SUFFICIENT TO PREVENT ITS MOVEMENT FROM THE AUTHORIZED
ALIGNMENT BY NATURAL FORCES UNDER NORMAL CONDITIONS.
10.5. THE RIPRAP MATERIAL SHALL CONSIST OF CLEAN ROCK OR MASONRY MATERIAL SUCH AS,
BUT NOT LIMITED TO, GRANITE, MARL, OR BROKEN CONCRETE.
11. SAFE PASSAGE REQUIREMENTS FOR CULVERT PLACEMENT - FOR ALL NWPS THAT INVOLVE THE
CONSTRUCTION/INSTALLATION OF CULVERTS, MEASURES WILL BE INCLUDED IN THE
CONSTRUCTION/INSTALLATION THAT WILL PROMOTE THE SAFE PASSAGE OF FISH AND OTHER
AQUATIC ORGANISMS. THE DIMENSION, PATTERN, AND PROFILE OF THE STREAM ABOVE AND BELOW
A PIPE OR CULVERT SHOULD NOT BE MODIFIED BY WIDENING THE STREAM CHANNEL OR BY
REDUCING THE DEPTH OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION ACTIVITY. THE
WIDTH, HEIGHT, AND GRADIENT OF A PROPOSED CULVERT SHOULD BE SUCH AS TO PASS THE
AVERAGE HISTORICAL LOW FLOW AND SPRING FLOW WITHOUT ADVERSELY ALTERING FLOW VELOCITY.
SPRING FLOW SHOULD BE DETERMINED FROM GAGE DATA, IF AVAILABLE. IN THE ABSENCE OF SUCH
DATA, BANKFULL FLOW CAN BE USED AS A COMPARABLE LEVEL.
EXISTING CONDITIONS LEGEND
NCDEQ GENERAL CONSTRUCTION CONDITIONS
1. THE CONTRACTOR SHALL MINIMIZE CLEARING WITHIN WETLANDS AND ACROSS STREAMS
TO THE GREATEST EXTENT PRACTICABLE AND SHALL NOT EXCEED 50' WIDE FOR GAS
UTILITY LINES AND 40' WIDE FOR ALL OTHER UTILITY LINES. EXCEPTIONS TO THIS
CONDITION WILL REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER. FOR
CONSTRUCTION CORRIDORS IN WETLANDS AND ACROSS STREAM CHANNELS, STUMPS
SHALL BE GRUBBED ONLY AS NEEDED TO INSTALL THE UTILITY AND REMAINING STUMPS
SHALL BE CUT OFF AT GRADE LEVEL. THE GENERAL STRIPPING OF TOPSOIL WITHIN
WETLANDS ALONG THE CONSTRUCTION CORRIDOR IS NOT PERMITTED.
2. PERMANENT MAINTAINED ACCESS CORRIDORS IN WETLANDS AND ACROSS STREAM
CHANNELS SHALL BE RESTRICTED TO THE MINIMUM WIDTH
PRACTICABLE AND SHALL NOT EXCEED 30' WIDE FOR GAS UTILITY LINES AND 20' WIDE
FOR ALL OTHER UTILITY LINES EXCEPT AT MANHOLE LOCATIONS. 15' X 15'
PERPENDICULAR VEHICLE TURN-AROUNDS ARE ALLOWED IN ACCESS CORRIDORS BUT
MUST BE SPACED AT LEAST 500' APART. EXCEPTIONS TO THIS CONDITION REQUIRE
WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
3. THE CONTRACTOR SHALL HAVE A SPECIFIC PLAN FOR RESTORING WETLAND CONTOURS.
ANY EXCESS MATERIAL SHALL BE REMOVED TO A HIGH GROUND DISPOSAL AREA. THE
MIXING OF TOPSOIL AND SUBSOILS WITHIN WETLANDS ALONG UTILITY CORRIDORS SHALL
BE MINIMIZED TO THE GREATEST EXTENT PRACTICABLE DURING EXCAVATION. THE SOILS
SHALL BE PLACED ON FABRIC TO MINIMIZE IMPACTS WHENEVER POSSIBLE. TOPSOIL
EXCAVATED FROM UTILITY TRENCHES SHALL BE PILED SEPARATELY FROM SUBSOILS AND
BACKFILLED INTO THE TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN PLACED AND
COMPACTED.
4. NO WASTE, SPOIL, SOLIDS, OR FILL OF ANY KIND CAN OCCUR IN WETLANDS OR WATERS
BEYOND THE FOOTPRINT OF THE IMPACT AREA (INCLUDING TEMPORARY IMPACTS) OR
BEYOND THE PERMITTED THRESHOLDS WITHOUT WRITTEN AUTHORIZATION FROM THE
PROJECT ENGINEER. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND
CAN OCCUR TO STATE REGULATED RIPARIAN BUFFERS BEYOND THE FOOTPRINT OF
IMPACTS APPROVED IN A BUFFER AUTHORIZATION OR VARIANCE OR AS LISTED AS AN
EXEMPT ACTIVITY IN THE APPLICABLE RIPARIAN BUFFER RULES.
5. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED ON ALL CONSTRUCTION SITES,
BORROW SITES, AND WASTE PILE (SPOIL) SITES, INCLUDING CONTRACTOR OWNED OR
LEASED BORROW PITS ASSOCIATED WITH THE PROJECT. SUFFICIENT MATERIALS REQUIRED
FOR STABILIZATION AND/OR REPAIR OF EROSION CONTROL MEASURES AND STORMWATER
ROUTING AND TREATMENT SHALL BE ON-SITE AT ALL TIMES.
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN WETLANDS OR
WATERS EXCEPT WITHIN THE FOOTPRINT OF TEMPORARY OR PERMANENT IMPACTS
AUTHORIZED UNDER THE PERMITS. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN
APPROVAL FROM THE PROJECT ENGINEER.
7. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC TWINE
SHALL NOT BE USED ALONG STREAMBANKS OR WITHIN WETLANDS. EXCEPTIONS TO THIS
CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
8. AN NPDES CONSTRUCTION STORMWATER PERMIT (NCGO10000) IS REQUIRED FOR
CONSTRUCTION PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. THE
NCGO10000 PERMIT ALLOWS STORMWATER TO BE DISCHARGED DURING LAND DISTURBING
CONSTRUCTION ACTIVITIES AS STIPULATED IN THE CONDITIONS OF THE PERMIT. IF THE
PROJECT IS COVERED BY THE PERMITS, FULL COMPLIANCE WITH PERMIT CONDITIONS
INCLUDING THE EROSION AND SEDIMENTATION CONTROL PLAN, INSPECTIONS AND
MAINTENANCE, SELF-MONITORING, RECORD KEEPING AND REPORTING REQUIREMENTS IS
REQUIRED.
9. ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO THAT THE FLOWING
STREAM DOES NOT COME IN CONTACT WITH THE DISTURBED AREA. APPROVED BEST
MANAGEMENT PRACTICES FROM THE MOST CURRENT VERSION OF THE INC SEDIMENT AND
EROSION CONTROL MANUAL, OR THE NC DOT CONSTRUCTION AND MAINTENANCE
ACTIVITIES MANUAL, SUCH AS SANDBAGS, ROCK BERMS, COFFERDAMS, AND OTHER
DIVERSION STRUCTURES SHALL BE USED TO MINIMIZE EXCAVATION IN FLOWING WATER.
EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT
ENGINEER.
10. CULVERTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE ORIGINAL STREAM
PROFILES ARE NOT ALTERED AND ALLOW FOR AQUATIC LIFE MOVEMENT DURING LOW
FLOWS. THE DIMENSION PATTERN AND PROFILE OF THE STREAM ABOVE AND BELOW A
PIPE OR CULVERT SHALL NOT BE MODIFIED BY WIDENING THE STREAM CHANNEL OR BY
REDUCING THE DEPTH OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION
ACTIVITY.
11. APPLICATION OF FERTILIZER TO ESTABLISH PLANTED/SEEDED VEGETATION WITHIN
DISTURBED RIPARIAN AREAS SHALL COMPLY WITH ALL OTHER FEDERAL, STATE AND
LOCAL REGULATIONS. FERTILIZER APPLICATION SHALL BE ACCOMPLISHED IN A MANNER
THAT MINIMIZES THE RISK OF CONTACT BETWEEN THE FERTILIZER AND SURFACE WATERS.
12. IF CONCRETE IS USED DURING CONSTRUCTION, THEN ALL NECESSARY MEASURES SHALL
BE TAKEN TO PREVENT DIRECT CONTACT BETWEEN UNCURED OR CURING CONCRETE AND
WATERS OF THE US. WATER THAT INADVERTENTLY CONTACTS UNCURED CONCRETE
SHALL NOT BE DISCHARGED TO WATERS OF THE US.
13. ALL PROPOSED AND APPROVED TEMPORARY FILL AND CULVERTS SHALL BE REMOVED
AND THE IMPACTED AREA RETURNED TO NATURAL CONDITIONS WITHIN 60 CALENDAR
DAYS AFTER THE TEMPORARY IMPACT IS NO LONGER NECESSARY. THE IMPACTED AREAS
SHALL BE RETURNED TO ORIGINAL GRADE, INCLUDING EACH STREAM'S ORIGINAL CROSS
SECTIONAL DIMENSIONS, PLANFORM PATTERN, AND LONGITUDINAL BED PROFILE. ALL
TEMPORARY IMPACTS SHALL BE RESTORED AND STABILIZED WITH NATIVE VEGETATION.
14. ALL PROPOSED AND APPROVED TEMPORARY PIPES/CULVERTS/RIP-RAP PADS ETC. IN
STREAMS SHALL BE INSTALLED AS OUTLINED IN THE MOST RECENT EDITION OF THE NC
SEDIMENT AND EROSION CONTROL PLANNING AND DESIGN MANUAL OR THE NCDOT BEST
MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES SO AS NOT
TO RESTRICT STREAM FLOW OR CAUSE DIS -EQUILIBRIUM DURING USE OF THIS
CERTIFICATION.
15. ANY RIP -RAP REQUIRED FOR PROPER CULVERT PLACEMENT, STREAM STABILIZATION, OR
RESTORATION OF TEMPORARILY DISTURBED AREAS SHALL BE RESTRICTED TO THE AREA
DIRECTLY IMPACTED BY THE APPROVED CONSTRUCTION ACTIVITY. ALL RIP -RAP SHALL
BE PLACED SUCH THAT THE ORIGINAL STREAM ELEVATION AND STREAM BANK
CONTOURS ARE RESTORED AND MAINTAINED, NOT RESULT IN THE DE -STABILIZATION OF
STREAM BED OR BANKS UPSTREAM OR DOWNSTREAM OF THE AREA, AND NOT RESTRICT
AQUATIC LIFE PASSAGE.
16. ANY RIP -RAP USED FOR STREAM OR SHORELINE STABILIZATION SHALL BE OF SIZE AND
DENSITY TO PREVENT MOVEMENT BY WAVE, CURRENT, OR STREAM FLOWS, AND WILL
CONSIST OF CLEAN ROCK OR MASONRY MATERIAL. RIP -RAP SHALL NOT BE INSTALLED
IN THE STREAMBED EXCEPT IN SPECIFIC AREAS REQUIRED FOR VELOCITY CONTROL AND
TO ENSURE STRUCTURAL INTEGRITY OF BANK STABILIZATION MEASURES.
17. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED,
FUELED, LUBRICATED, AND MAINTAINED REGULARLY AND MAINTENANCE PERFORMED IN A
MANNER TO PREVENT CONTAMINATION OF STREAM WATER FROM FUELS, LUBRICANTS,
HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS.
18. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR OTHER
MEASURES TAKEN TO MINIMIZE SOIL DISTURBANCE.
19. THE CONTRACTOR OR OTHER RESPONSIBLE ENTITY SHALL REPORT ANY PETROLEUM
SPILL OF 25 GALLONS OR MORE; ANY SPILL REGARDLESS OF AMOUNT THAT CAUSES A
SHEEN ON SURFACE WATERS; ANY PETROLEUM SPILL REGARDLESS OF SIZE THAT
OCCURS WITHIN 100 -FEET OF SURFACE WATER; AND ANY PETROLEUM SPILL LESS THAN
25 GALLONS THAT CANNOT BE CLEANED UP WITHIN 24 HOURS.
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ELECTRIC PEDESTAL
COASTAL AREA MANAGEMENT ACT (CAMA): ALL PIPES/CULVERTS MUST BE SUFFICIENTLY SIZED TO
CATV
CABLE TV PEDESTAL
ALLOW FOR THE BURIAL OF THE BOTTOM OF THE PIPE/CULVERT AT LEAST ONE FOOT BELOW
PED
RIGHT OF WAY
NORMAL BED ELEVATION WHEN THEY ARE PLACED WITHIN THE PUBLIC TRUST AREA OF
SIGN
SIGN
ENVIRONMENTAL CONCERN (AEC) AND/OR THE ESTUARINE WATERS AEC AS DESIGNATED BY CAMA,
CATV
UNDERGROUND CABLE TV SIGN
AND/OR ALL STREAMS APPEARING AS BLUE LINES ON UNITED STATES GEOLOGICAL SURVEY (USGS)
CALCULATED POINT
PB
7.5 -MINUTE QUADRANGLE MAPS. IN ALL OTHER COUNTIES: CULVERTS GREATER THAN 48 INCHES
UG FOG
UNDERGROUND FIBER OPTIC CABLE SIGN
IN DIAMETER WILL BE BURIED AT LEAST ONE FOOT BELOW THE BED OF THE STREAM. CULVERTS 48
�UG TCS
UNDERGROUND TELEPHONE CABLE SIGN
INCHES IN DIAMETER OR LESS SHALL BE BURIED OR PLACED ON THE STREAM BED AS
�UG GAS
UNDERGROUND GAS LINE SIGN
PRACTICABLE AND APPROPRIATE TO MAINTAIN AQUATIC PASSAGE, AND EVERY EFFORT SHALL BE
I I I
DL--
L----CTV-----CTV-
I I I I
MADE TO MAINTAIN THE EXISTING CHANNEL SLOPE. THE BOTTOM OF THE CULVERT MUST BE
�UG ELEC
UNDERGROUND ELECTRIC LINE SIGN
PLACED AT A 27 DEPTH BELOW THE NATURAL STREAM BOTTOM TO PROVIDE FOR PASSAGE DURING
- -
CTV-
DROUGHT OR LOW FLOW CONDITIONS.
LP
LIGHT POLE
13. CULVERTS PLACED WITHIN RIPARIAN AND/OR RIVERINE WETLANDS MUST BE INSTALLED IN A
OUP
UTILITY POLE
MANNER THAT DOES NOT RESTRICT THE FLOW AND CIRCULATION PATTERNS OF WATERS OF THE
I
I
GUY WIRE ANCHOR
UNITED STATES. CULVERTS PLACED ACROSS WETLAND FILLS PURELY FOR THE PURPOSES OF
®TSP
TRAFFIC SIGNAL POLE
EQUALIZING SURFACE WATER DO NOT HAVE TO BE BURIED.
RXR
RAILROAD CROSSING SIGNAL
14. PIPELINE/UTILITY LINE CONSTRUCTION THROUGH JURISDICTIONAL WATERS AND WETLANDS WILL BE
o
ACCOMPLISHED UTILIZING DIRECTIONAL DRILLING/BORING METHODS TO THE MAXIMUM EXTENT
O MH
MANHOLE
PRACTICABLE.
Q SSMH
SANITARY SEWER MANHOLE
15. TEMPORARY DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS AND WATERS OF THE
°
OSDMH
STORM DRAIN MANHOLE
UNITED STATES WILL BE FOR THE ABSOLUTE MINIMUM PERIOD OF TIME NECESSARY TO ACCOMPLISH
Q COMMH
COMMUNICATION MANHOLE
THE WORK. TEMPORARY DISCHARGES WILL BE FULLY CONTAINED WITH APPROPRIATE EROSION
CONTROL OR CONTAINMENT METHODS OR OTHERWISE SUCH FILLS WILL CONSIST OF NON -ERODIBLE
O ELMH
ELECTRICAL MANHOLE
MATERIALS.
O ° J.B.
JUNCTION BOX
16. THE WORK AREA AUTHORIZED BY THIS PERMIT, INCLUDING TEMPORARY AND/OR PERMANENT FILLS,
SPIGOT
SPIGOT/YARD HYDRANT
WILL BE MINIMIZED TO THE GREATEST EXTENT PRACTICABLE. JUSTIFICATION FOR WORK CORRIDORS
x
EXCEEDING FORTY (40) FEET IN WIDTH IS REQUIRED AND WILL BE BASED ON PIPELINE DIAMETER
O C.O.
SEWER CLEAN-OUT
AND LENGTH, SIZE OF EQUIPMENT REQUIRED TO CONSTRUCT THE UTILITY LINE, AND OTHER
0 E.SS
ELECTRIC SERVICE STUB -OUT
CONSTRUCTION INFORMATION DEEMED NECESSARY TO SUPPORT THE REQUEST. THE APPLICANT IS
W
REQUIRED TO PROVIDE THIS INFORMATION TO THE CORPS WITH THE INITIAL NOTIFICATION PACKAGE.
0 G.SS
GAS SERVICE STUB -OUT
17. IN AREAS WHERE A SUB AQUEOUS UTILITY LINE IS TO CROSS A FEDERALLY MAINTAINED CHANNEL,
®CB
CATCH BASIN
(I.E., THE ATLANTIC INTRACOASTAL WATERWAY [AIWW]), THE LINE WILL BE BURIED AT LEAST SIX
I --I
rn
(6) FEET BELOW THE ALLOWABLE OVERDEPTH OF THE AUTHORIZED CHANNEL, INCLUDING ALL SIDE
®cl
CURB INLET
SLOPES. FOR AREAS OUTSIDE FEDERALLY -MAINTAINED CHANNELS, SUB -AQUEOUS LINES MUST BE
OWM
WATER METER
INSTALLED AT A MINIMUM DEPTH OF TWO (2) FEET BELOW THE SUBSTRATE WHEN SUCH LINES
QFH
FIRE HYDRANT
MIGHT INTERFERE WITH NAVIGATION.
w
>a WV
WATER VALVE
18. FOR THE PURPOSES OF THIS NWP ANY PERMANENTLY MAINTAINED CORRIDOR ALONG THE UTILITY
BLOWOFF
ROW WITHIN FORESTED WETLANDS SHALL BE CONSIDERED A PERMANENT IMPACT ANDA
VALVE
BLOW OFF VALVE
COMPENSATORY MITIGATION PLAN WILL BE REQUIRED FOR ALL SUCH IMPACTS ASSOCIATED WITH
b G/M
GAS METER
THE REQUESTED ACTIVITY.
b G/V
GAS VALVE
19. USE OF RIP -RAP OR ANY OTHER ENGINEERED STRUCTURES TO STABILIZE A STREAM BED SHOULD
BE AVOIDED TO THE MAXIMUM EXTENT PRACTICABLE. IF RIPRAP STABILIZATION IS NEEDED, IT
D -a IcV
IRRIGATION CONTROL VALVE
SHOULD BE PLACED ONLY ON THE STREAM BANKS, OR, IF IT IS NECESSARY TO BE PLACED IN
C>a PIV
POST INDICATOR VALVE
THE STREAM BED, THE FINISHED TOP ELEVATION OF THE RIPRAP SHOULD NOT EXCEED THAT OF
THE ORIGINAL STREAM BED
® E.JUNC
ELECTRIC JUNCTION BOX OR OUTLET
20. WHEN DIRECTIONAL BORING OR HORIZONTAL DIRECTIONAL DRILLING (HDD) UNDER WATERS OF THE
o
TRAFFIC SIGNAL BOX
U.S., INCLUDING WETLANDS, PERMITTEES SHALL CLOSELY MONITOR THE PROJECT FOR HYDRAULIC
BSIG
ox
FRACTURING OR `TRACKING." ANY DISCHARGE FROM HYDRAULIC FRACTURING OR `TRACKING" INTO
WATERS OF THE U.S., INCLUDING WETLANDS, SHALL BE REPORTED TO THE APPROPRIATE CORPS
REGULATORY FIELD OFFICE WITHIN 48 HOURS. RESTORATION AND/OR MITIGATION MAY BE REQUIRED
AS A RESULT FROM ANY UNINTENDED DISCHARGES.
x x x
NCDEQ GENERAL CONSTRUCTION CONDITIONS
1. THE CONTRACTOR SHALL MINIMIZE CLEARING WITHIN WETLANDS AND ACROSS STREAMS
TO THE GREATEST EXTENT PRACTICABLE AND SHALL NOT EXCEED 50' WIDE FOR GAS
UTILITY LINES AND 40' WIDE FOR ALL OTHER UTILITY LINES. EXCEPTIONS TO THIS
CONDITION WILL REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER. FOR
CONSTRUCTION CORRIDORS IN WETLANDS AND ACROSS STREAM CHANNELS, STUMPS
SHALL BE GRUBBED ONLY AS NEEDED TO INSTALL THE UTILITY AND REMAINING STUMPS
SHALL BE CUT OFF AT GRADE LEVEL. THE GENERAL STRIPPING OF TOPSOIL WITHIN
WETLANDS ALONG THE CONSTRUCTION CORRIDOR IS NOT PERMITTED.
2. PERMANENT MAINTAINED ACCESS CORRIDORS IN WETLANDS AND ACROSS STREAM
CHANNELS SHALL BE RESTRICTED TO THE MINIMUM WIDTH
PRACTICABLE AND SHALL NOT EXCEED 30' WIDE FOR GAS UTILITY LINES AND 20' WIDE
FOR ALL OTHER UTILITY LINES EXCEPT AT MANHOLE LOCATIONS. 15' X 15'
PERPENDICULAR VEHICLE TURN-AROUNDS ARE ALLOWED IN ACCESS CORRIDORS BUT
MUST BE SPACED AT LEAST 500' APART. EXCEPTIONS TO THIS CONDITION REQUIRE
WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
3. THE CONTRACTOR SHALL HAVE A SPECIFIC PLAN FOR RESTORING WETLAND CONTOURS.
ANY EXCESS MATERIAL SHALL BE REMOVED TO A HIGH GROUND DISPOSAL AREA. THE
MIXING OF TOPSOIL AND SUBSOILS WITHIN WETLANDS ALONG UTILITY CORRIDORS SHALL
BE MINIMIZED TO THE GREATEST EXTENT PRACTICABLE DURING EXCAVATION. THE SOILS
SHALL BE PLACED ON FABRIC TO MINIMIZE IMPACTS WHENEVER POSSIBLE. TOPSOIL
EXCAVATED FROM UTILITY TRENCHES SHALL BE PILED SEPARATELY FROM SUBSOILS AND
BACKFILLED INTO THE TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN PLACED AND
COMPACTED.
4. NO WASTE, SPOIL, SOLIDS, OR FILL OF ANY KIND CAN OCCUR IN WETLANDS OR WATERS
BEYOND THE FOOTPRINT OF THE IMPACT AREA (INCLUDING TEMPORARY IMPACTS) OR
BEYOND THE PERMITTED THRESHOLDS WITHOUT WRITTEN AUTHORIZATION FROM THE
PROJECT ENGINEER. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND
CAN OCCUR TO STATE REGULATED RIPARIAN BUFFERS BEYOND THE FOOTPRINT OF
IMPACTS APPROVED IN A BUFFER AUTHORIZATION OR VARIANCE OR AS LISTED AS AN
EXEMPT ACTIVITY IN THE APPLICABLE RIPARIAN BUFFER RULES.
5. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED ON ALL CONSTRUCTION SITES,
BORROW SITES, AND WASTE PILE (SPOIL) SITES, INCLUDING CONTRACTOR OWNED OR
LEASED BORROW PITS ASSOCIATED WITH THE PROJECT. SUFFICIENT MATERIALS REQUIRED
FOR STABILIZATION AND/OR REPAIR OF EROSION CONTROL MEASURES AND STORMWATER
ROUTING AND TREATMENT SHALL BE ON-SITE AT ALL TIMES.
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN WETLANDS OR
WATERS EXCEPT WITHIN THE FOOTPRINT OF TEMPORARY OR PERMANENT IMPACTS
AUTHORIZED UNDER THE PERMITS. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN
APPROVAL FROM THE PROJECT ENGINEER.
7. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC TWINE
SHALL NOT BE USED ALONG STREAMBANKS OR WITHIN WETLANDS. EXCEPTIONS TO THIS
CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
8. AN NPDES CONSTRUCTION STORMWATER PERMIT (NCGO10000) IS REQUIRED FOR
CONSTRUCTION PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. THE
NCGO10000 PERMIT ALLOWS STORMWATER TO BE DISCHARGED DURING LAND DISTURBING
CONSTRUCTION ACTIVITIES AS STIPULATED IN THE CONDITIONS OF THE PERMIT. IF THE
PROJECT IS COVERED BY THE PERMITS, FULL COMPLIANCE WITH PERMIT CONDITIONS
INCLUDING THE EROSION AND SEDIMENTATION CONTROL PLAN, INSPECTIONS AND
MAINTENANCE, SELF-MONITORING, RECORD KEEPING AND REPORTING REQUIREMENTS IS
REQUIRED.
9. ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO THAT THE FLOWING
STREAM DOES NOT COME IN CONTACT WITH THE DISTURBED AREA. APPROVED BEST
MANAGEMENT PRACTICES FROM THE MOST CURRENT VERSION OF THE INC SEDIMENT AND
EROSION CONTROL MANUAL, OR THE NC DOT CONSTRUCTION AND MAINTENANCE
ACTIVITIES MANUAL, SUCH AS SANDBAGS, ROCK BERMS, COFFERDAMS, AND OTHER
DIVERSION STRUCTURES SHALL BE USED TO MINIMIZE EXCAVATION IN FLOWING WATER.
EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT
ENGINEER.
10. CULVERTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE ORIGINAL STREAM
PROFILES ARE NOT ALTERED AND ALLOW FOR AQUATIC LIFE MOVEMENT DURING LOW
FLOWS. THE DIMENSION PATTERN AND PROFILE OF THE STREAM ABOVE AND BELOW A
PIPE OR CULVERT SHALL NOT BE MODIFIED BY WIDENING THE STREAM CHANNEL OR BY
REDUCING THE DEPTH OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION
ACTIVITY.
11. APPLICATION OF FERTILIZER TO ESTABLISH PLANTED/SEEDED VEGETATION WITHIN
DISTURBED RIPARIAN AREAS SHALL COMPLY WITH ALL OTHER FEDERAL, STATE AND
LOCAL REGULATIONS. FERTILIZER APPLICATION SHALL BE ACCOMPLISHED IN A MANNER
THAT MINIMIZES THE RISK OF CONTACT BETWEEN THE FERTILIZER AND SURFACE WATERS.
12. IF CONCRETE IS USED DURING CONSTRUCTION, THEN ALL NECESSARY MEASURES SHALL
BE TAKEN TO PREVENT DIRECT CONTACT BETWEEN UNCURED OR CURING CONCRETE AND
WATERS OF THE US. WATER THAT INADVERTENTLY CONTACTS UNCURED CONCRETE
SHALL NOT BE DISCHARGED TO WATERS OF THE US.
13. ALL PROPOSED AND APPROVED TEMPORARY FILL AND CULVERTS SHALL BE REMOVED
AND THE IMPACTED AREA RETURNED TO NATURAL CONDITIONS WITHIN 60 CALENDAR
DAYS AFTER THE TEMPORARY IMPACT IS NO LONGER NECESSARY. THE IMPACTED AREAS
SHALL BE RETURNED TO ORIGINAL GRADE, INCLUDING EACH STREAM'S ORIGINAL CROSS
SECTIONAL DIMENSIONS, PLANFORM PATTERN, AND LONGITUDINAL BED PROFILE. ALL
TEMPORARY IMPACTS SHALL BE RESTORED AND STABILIZED WITH NATIVE VEGETATION.
14. ALL PROPOSED AND APPROVED TEMPORARY PIPES/CULVERTS/RIP-RAP PADS ETC. IN
STREAMS SHALL BE INSTALLED AS OUTLINED IN THE MOST RECENT EDITION OF THE NC
SEDIMENT AND EROSION CONTROL PLANNING AND DESIGN MANUAL OR THE NCDOT BEST
MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES SO AS NOT
TO RESTRICT STREAM FLOW OR CAUSE DIS -EQUILIBRIUM DURING USE OF THIS
CERTIFICATION.
15. ANY RIP -RAP REQUIRED FOR PROPER CULVERT PLACEMENT, STREAM STABILIZATION, OR
RESTORATION OF TEMPORARILY DISTURBED AREAS SHALL BE RESTRICTED TO THE AREA
DIRECTLY IMPACTED BY THE APPROVED CONSTRUCTION ACTIVITY. ALL RIP -RAP SHALL
BE PLACED SUCH THAT THE ORIGINAL STREAM ELEVATION AND STREAM BANK
CONTOURS ARE RESTORED AND MAINTAINED, NOT RESULT IN THE DE -STABILIZATION OF
STREAM BED OR BANKS UPSTREAM OR DOWNSTREAM OF THE AREA, AND NOT RESTRICT
AQUATIC LIFE PASSAGE.
16. ANY RIP -RAP USED FOR STREAM OR SHORELINE STABILIZATION SHALL BE OF SIZE AND
DENSITY TO PREVENT MOVEMENT BY WAVE, CURRENT, OR STREAM FLOWS, AND WILL
CONSIST OF CLEAN ROCK OR MASONRY MATERIAL. RIP -RAP SHALL NOT BE INSTALLED
IN THE STREAMBED EXCEPT IN SPECIFIC AREAS REQUIRED FOR VELOCITY CONTROL AND
TO ENSURE STRUCTURAL INTEGRITY OF BANK STABILIZATION MEASURES.
17. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED,
FUELED, LUBRICATED, AND MAINTAINED REGULARLY AND MAINTENANCE PERFORMED IN A
MANNER TO PREVENT CONTAMINATION OF STREAM WATER FROM FUELS, LUBRICANTS,
HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS.
18. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR OTHER
MEASURES TAKEN TO MINIMIZE SOIL DISTURBANCE.
19. THE CONTRACTOR OR OTHER RESPONSIBLE ENTITY SHALL REPORT ANY PETROLEUM
SPILL OF 25 GALLONS OR MORE; ANY SPILL REGARDLESS OF AMOUNT THAT CAUSES A
SHEEN ON SURFACE WATERS; ANY PETROLEUM SPILL REGARDLESS OF SIZE THAT
OCCURS WITHIN 100 -FEET OF SURFACE WATER; AND ANY PETROLEUM SPILL LESS THAN
25 GALLONS THAT CANNOT BE CLEANED UP WITHIN 24 HOURS.
-o-o-o-o-o-o-o-o-o-o-o-o-o-o-
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RBF
REBAR FOUND
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OPEN TOP IRON PIN FOUND
CTIPF
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CONCRETE MASONRY UNIT
R/W
RIGHT OF WAY
CL
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POB
POINT OF BEGINNING
CP
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CONCRETE MASONRY UNIT
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CL
CENTERLINE
C
CURVE (SEE CURVE TABLE)
POB
POINT OF BEGINNING
CP
CALCULATED POINT
PB
PLAT BOOK
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DEED BOOK
L
LINE (SEE LINE TABLE)
BLDG
BUILDING
CIP
CAST IRON PIPE
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CORRUGATED METAL PIPE
CONC
CONCRETE
NO. I DATE I BY
0
CALCULATED POINT
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®
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CONTROL POINT NAIL SET / FOUND
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CONTROL POINT/NAIL SET GPS
OCP/TEMP
CONTROL POINT TEMPORARY MARK
* NGS METAL ROD
NATIONAL GEODETIC SURVEY METAL ROD
® NGS CM
NATIONAL GEODETIC SURVEY CONCRETE MONUMENT
NGS
TEMPORARY CONTROL POINT SET
®
NETWORK TRIANGULATION POINT
ASTAKE STAKE FOUND
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U.S. HIGHWAY
} FFE
-7-ELEVATIONFINISHED FLOOR ELEVATION
e Mw MONITORING WELL
OPZ PIEZOMETER
® LANDFILL GAS MONITORING PROBE
O SURFACE WATER SAMPLING LOCATION
LANDFILL GAS VENT
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Qw POTABLE WATER WELL
OMB MAILBOX OR PAPER BOX
❑PB POSTAL DROP BOX
.)SAT DISH SATELLITE DISH
OYARD ORNAMENT STATUE, BIRD BATHS, ETC.
TREES
0 SHRUBS / BUSHES
(H) HORIZONTAL GROUND DISTANCE
(G) NC STATE PLANE GRID DISTANCE
CULVERT
FENCE
SILT FENCE
GUARD RAIL
APPROXIMATE LOCATION OF
EXISTING SEWER LINES
APPROXIMATE LOCATION OF
EXISTING WATER LINES
APPROXIMATE LOCATION OF
EXISTING GAS LINES
TOP OF SLOPE
TOE OF SLOPE
DITCH LINES
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE LINES
APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
RIGHT-OF-WAY
TREELINE
SHRUBLINE
PROPERTY LINE NOT SURVEYED
ROCKLINE
STREAM LINE
CENTERLINE
CENTERLINE VARIANT
SWAM PLINE/WETLANDS
APPROXIMATE LOCATION OF
OVERHEAD UTILITY LINE
CMU
CONCRETE MASONRY UNIT
CPP
CORRUGATED PLASTIC PIPE
DIP
DUCTILE IRON PIPE
E&T
ELECTRIC & TELEPHONE
FOC
FIBER OPTIC CABLE
GIP
GALVANIZED IRON PIPE
0/H
OVERHEAD
RCP
REINFORCED CONCRETE PIPE
U/G
UNDERGROUND
VCP
VITRIFIED CLAY PIPE
PVC
POLYVINYL CHLORIDE PIPE
FFE
FINISHED FLOOR ELEVATION
PG
PAGE
REF
REFERENCE
DOT
DEPARTMENT OF TRANSPORTATION
NGS
NATIONAL GEODETIC SYRVEY
NCSP
NORTH CAROLINA STATE PLANE
MTR BOX
METER BOX
REVISION DESCRIPTION
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G-002

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this Ian sheet will result in the construction
p g p p
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General PermitSections E and F respectively). ( p Y). The
Permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having lurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
4,000 LBS
Stabilize within this
1,000 LBS
Site Area Description
many calendar
Timeframe variations
business hours)
days after ceasing
100 LBS (NATURAL AREAS AND STREAMBANKS)
STRAW MULCH
land disturbance
FOR SUMMER SEEDING ADD TO THE ABOVE:
(a) Perimeter dikes,
If no daily rain gauge observations are made during weekend or
good working
swales, ditches, and
7
None
perimeter slopes
available, record the cumulative rain measurement for those un-
Plan or complete, date and sign an inspection
(b) High Quality Water
7
None
(HOW) Zones
needed). Days on which no rainfall occurred shall be recorded as
Initial and date a copy of the approved E&SC
(c) Slopes steeper than
"zero." The permittee may use another rain -monitoring device
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
At least once per
1. Identification of the measures inspected,
allowed
7 calendar days
Y
2. Date and time of the inspection,
-7 days for slopes greater than 50' in
and within 24
3. Name of the person performing the inspection,
length and with slopes steeper than 4:1
hours of a rain
4. Indication of whether the measures were operating
-7 days for perimeter dikes, swales,
(d) Slo es 3:1 to 4:1
14
ditches perimeter slopes and HOW
.p P O
24 hours
5. Description of maintenance needs for the measure,
Zones
6. DescriP tion evidence and date of corrective actions taken.
-10 days for Falls Lake Watershed
At least once per
P
1. Identification of the discharge outfalls inspected,
g P ,
-7 days for perimeter dikes, swales,
(e) Areas with slopes
2. Date and time of the inspection,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
y
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
•
Temporary grass seed covered with straw or
other mulches and tackifiers
• H droseedln
Y g
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
Permanent Stabilization
• Permanent grass seed covered with straw or
other mulches and tackifiers
•
Geotextlle fabrics such asP ermanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
Project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off-site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locateawa aint washouts at least 50 feet from storm drain inlets and surface
p Y
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable provide relocation of portable toilet behind silt fence or lace
,P p P
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
aAB0 00 0 o 00 0 0 0--00' SECTION B -B
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BELOW GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
T.
ABOVE GRADE WASHOUT STRUCTURE
1. Do not discharge concrete or cement slurry from the site.
2. Disposeor recycle of settled hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storingdefective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work remove remaining leavings and dispose of
p g g p
in an approved disposal facility. Fill pit, if applicable and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on-site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES
UPDATED MARCH. 2017
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), DIVISION
OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION. THE FOLLOWING
CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A
COPY OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" AND "CERTIFICATE OF COVERAGE" FROM
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). DIVISION OF ENERGY,
MINERAL, AND LAND RESOURCES (DEMLR), DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED
PROGRAM. THE APPROVAL NOTICE AND CERTIFICATE OF COVERAGE MUST BE AVAILABLE ON-SITE
DURING ALL GRADING AND CONSTRUCTION ACTIVITIES.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY
SECTION.
NOTE: ALL UTILITY INSTALLATION WITHIN 30' OF A RIVER OR STREAM BANK SHALL BE INSTALLED PER
STREAM PROTECTION DURING EXCAVATION DETAIL. SEEDING AND MULCHING SHALL BE COMPLETED DAILY
IN AREAS NOTED AS STREAM PROTECTION AREAS. SILT FENCE IN THESE AREAS SHALL NOT BE
INSTALLED CLOSER THAN 5' FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT
CLEARANCE. ALL SILT FENCES SHALL BE INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN.
3, NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE
AND DWQ RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.)
4, CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 30' BUFFER FOR STREAMS
WHERE SHOWN ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING
CONSTRUCTION.
5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND
RESOURCES, LAND QUALITY SECTION.
6 CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS,
AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION
ANOTHER 2000' SECTION CAN BE CONSTRUCTED AND STABILIZED.
7, ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM
PATTERNS ABOVE AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS
WILL BE CONSTRUCTED IN UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
8, PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS
ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
9. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK
IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION.
10, ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE
MADE USING TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE
ALLOWED FOR EQUIPMENT CROSSINGS.
11. SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED (SEE TABLE). SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME
4,000 LBS
FERTILIZER (10-10-10)
1,000 LBS
KY -31 FESCUE (POA PRATENSIS)
100 LBS (MOWED AND MAINTAINED AREAS ONLY)
OR
business hours)
CREEPING RED FESCUE
100 LBS (NATURAL AREAS AND STREAMBANKS)
STRAW MULCH
60-80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
initial installation of the E&SC Measures or if
EFFECTIVE: 04/01/19
GERMAN MILLET (SETARIA ITALICA) 40 LBS
SMALL -STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN (SECASE CEREALE) 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER
IS ESTABLISHED OVER ALL DISTURBED AREAS. FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURGE LIVE SEED SWITCHGRASS 4 LBS
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL/ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYBIDES) NEED TO BE
1/4" - 1/2". GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A
NO -TILL, DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW
AND PICKER WHEEL AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS
AND TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS (SORGASTRUM NUTANS), LITTLE
BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM). 15 LBS/ACRE EACH
AUGUST THRU MAY - GREENRYE (SECALE CEREALE) 25 LBS/ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLLAUCUM) 25 LBS/ACRE
EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS
SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
12. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
13. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY,
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION.
14. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
ZTilmrel 00E
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Frequency
(a) Each E&SC Measure has been installed
Inspect
Idu ring normal
Inspection records must include:
locations, dimensions and relative elevations
business hours)
shown on the approved E&SC Plan.
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
initial installation of the E&SC Measures or if
If no daily rain gauge observations are made during weekend or
good working
environment.
holidaV periods and no individual -day rainfall information is
order
Initial and date a copy of the approved E&SC
available, record the cumulative rain measurement for those un-
Plan or complete, date and sign an inspection
858-0368 or(919)733-3300.
attended days (and this will determine if a site inspection is
Reporting Timeframes (After Discovery) and Other Requirements
construction phase.
needed). Days on which no rainfall occurred shall be recorded as
Initial and date a copy of the approved E&SC
in accordance with thea roved E&SC
pp
"zero." The permittee may use another rain -monitoring device
Plan.
report to indicate compliance with approved
P P PP
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
Y
2. Date and time of the inspection,
case-by-case basis.
and within 24
3. Name of the person performing the inspection,
to E&SC Measures.
hours of a rain
4. Indication of whether the measures were operating
report to indicate the completion of the
event> 1.0 inch in
properly,
monitoring, inspections or apply more stringent practices if staff
24 hours
5. Description of maintenance needs for the measure,
determine that additional requirements are needed to assure compliance
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6. DescriP tion evidence and date of corrective actions taken.
3 Stormwater
()
At least once per
P
1. Identification of the discharge outfalls inspected,
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discharge
g
7 calendar days
V
2. Date and time of the inspection,
outfalls (5Dos)
and within 24
3. Name of the person performing the inspection,
location of the spill or release.
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
• A report at least ten days before the date of the bypass, if possible.
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
ofthe following shall be rnacle:
• Within 24 hours, an oral or electronic notification.
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
• Within 7calendardays, a report that includes an evaluation of the
hours of a rain
the site limits,
quality and effect of the bypass.
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
• within 14 hours, an oral or electronic notification.
24 hours
3. An explanation as to the actions taken to control future
• Within 7 calendardays, a report that contains a description of the
At least once per
releases.
Ifthe stream or wetland has increased visible sedimentation or a
(5) Streams or
wetlands onsite
7 calendar days
stream has visible increased turbidityfrom the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
everI 1.0 inch in
2. Records of the required reports to the appropriate Division
\.J
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
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of this permit.
(6)Ground
After each phase
1. The phaseof radiog(installation of erimeterE&SC
stabilization
ofgrading
measures clearing and grubbing,installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
• They are within 100 feet of surface waters (regardless of volume).
Plan. This documentation is p
required upon the
q
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
initial installation of the E&SC Measures or if
(b) Anticipated bypasses and unanticipated bypasses.
the E&SC Measures are modified after initial
environment.
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
other requirements listed below. Occurrences outside normal business hours may also be
Plan or complete, date and sign an inspection
858-0368 or(919)733-3300.
completion report to indicate of the
P
Reporting Timeframes (After Discovery) and Other Requirements
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with thea roved E&SC
pp
Plan or complete, date and sign an inspection
P g P
Plan.
report to indicate compliance with approved
P P PP
stream or wetland
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
`J
have been performed.
case-by-case basis.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
N
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
�
request. upon re 40 CFR 122.41
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or(919)733-3300.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7calendardays, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
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r_
case-by-case basis.
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• If the stream is named on the INC 3031 list as impaired for sediment -
N
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
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with the federal or state impaired -waters conditions.
b Oils ills and
f) P
within 14 hours an oral or electronic notification. The notification
,
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(til above
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(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
W
x
(e) Noncompliance
• within 14 hours, an oral or electronic notification.
W4
with the conditions
• Within 7 calendardays, a report that contains a description of the
W4
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environmerl
continue; and steps taken or planned to reduce, eliminate, and
i�
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
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• Division staff may waive the requirement for a written report on a
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case-by-case basis.
� NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19�
SPECIES RATE (Ib/acre)
RYE (grain) 120
SEEDING DATES:
AUG 15 TO DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib ac 10-10-10 FERTILIZER.
MULCH:
APPLY 4000lb/ac STRAW. ANCHOR STRAW BY TACKING
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED,
RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
CUT/OL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1
SEEDING MIXTURE:
SPECIES RATE (Ib/acre)
TALL FESCUE 100
SWITCHGRASS AND PARTRIDGE PEA MIX 30
KOBE LESPENDEZA 10
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 10lb/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE
GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS
IN MARCH.
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES
FESCUE RATE
250 (6 sq ft) S
NURSE PLANTS:
BETWEEN MAY 1 AND AU 15, ADD 10 Ib/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAINS.
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac
10-10-10 FERTILIZER.
MULCH:
USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES.
THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN
DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac
GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE -FERTILIZE IN LATE WINTER
ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER
(3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4".
SEEDING DATES:
BEST POSSIBLE
AUG 25 - SEPT 15 AUG 20 - OCT 25
FEB 15 - MAR 20 FEB 1 - APRIL 15
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib/ac 10-10-10 FERTILIZER.
MULCH:
APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR, RE -FERTILIZE IN THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE -SEED, RE -FERTILIZE, RE -MULCH DAMAGED AREAS IMMEDIATELY.
01111111 EMV
Know what's below.
Call before you dig.
N.C. One -Call Center
Dial 811 or 1-800-632-4949
REVISION DESCRIPTION
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SPECIES RATE (Ib/acre)
RYE (grain) 120
SEEDING DATES:
AUG 15 TO DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib ac 10-10-10 FERTILIZER.
MULCH:
APPLY 4000lb/ac STRAW. ANCHOR STRAW BY TACKING
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED,
RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
CUT/OL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1
SEEDING MIXTURE:
SPECIES RATE (Ib/acre)
TALL FESCUE 100
SWITCHGRASS AND PARTRIDGE PEA MIX 30
KOBE LESPENDEZA 10
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 10lb/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE
GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS
IN MARCH.
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES
FESCUE RATE
250 (6 sq ft) S
NURSE PLANTS:
BETWEEN MAY 1 AND AU 15, ADD 10 Ib/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAINS.
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac
10-10-10 FERTILIZER.
MULCH:
USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES.
THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN
DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac
GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE -FERTILIZE IN LATE WINTER
ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER
(3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4".
SEEDING DATES:
BEST POSSIBLE
AUG 25 - SEPT 15 AUG 20 - OCT 25
FEB 15 - MAR 20 FEB 1 - APRIL 15
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib/ac 10-10-10 FERTILIZER.
MULCH:
APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR, RE -FERTILIZE IN THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE -SEED, RE -FERTILIZE, RE -MULCH DAMAGED AREAS IMMEDIATELY.
01111111 EMV
Know what's below.
Call before you dig.
N.C. One -Call Center
Dial 811 or 1-800-632-4949
REVISION DESCRIPTION
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TOP EL: 2086.45 1/2" OTIPF I DB: 1032 PG: 81 I
EXISTING GRAVEL DRIVE TO \ BUSH, RONALD E; BUSH, JOYCE R
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F—N DB:534 PG:389
REVOCABLE TRUST \ BENNETT LIVING TRUST PIN: 9650173407 STEFANIEPIN: 9650068876 PIN: 9650171258 DB: 1586 PG: 673 PIN: 9650176986
EXISTING 50' WIDE DB:1431 PG:204 DB: 3259 PG:154 DB: 1616 PG: 518
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PIN: 9650068876 PIN: 9650171258 DB: 1586 PG: 673 PIN: 9650176986
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BOTANICAL NAME
I COMMON NAME
SIZE
I *CALIPER
HEIGHT
TREES
BN
22
Betula nigra
River Birch (3 Stem)
B&B
2" MIN.
12' Min.
MA
16
Magnolia acuminotae
Cucumber Tree
B&B
2" MIN.
12' Min.
BN
13
Acer saccharum
Suqar Maple
B&B
2" MIN.
12' Min.
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REVISION DESCRIPTION
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PROPPED LIMITS OF 61STURBANCE 15.16AC
I
(TYP.)
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ss�y I I
I ON LINE
I I I I YE' 0W PAINT
3 BLUE pA �p
I.E.: 2089.81'
I I.E.: 2491.54'_ - l
f \` v
7
A I- _
I.E.: 2691.52' I I u — J
I 31
EXISTING 16'
WIDE ROADWAY
ss�y
PROPOSED TEMPORARY RIP RAP
OUTLET PROTECTION (TYP.)
ID: T2
(SEE DETAIL ON SHEET C-501)
PROPOSED /LIMITS OF DISTURBANCE 15.16AC;
THIS LIMIT ENCOMPASSES DISTURBANCE
FROM SEWER IMPROVEMENTS
(TYP.)
HAYWppp KN ---- I ----
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PROPOSED HDPE FLARED Eat) A
SECTION (TYP) /
(SEE DETAIL ON SHEET C-502) I 1
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DIVERSION DITCH ID: T4 I
I
PROPOSED TEMPORARY RIP RAP
OUTLET PROTECTION (TYP.)
ID: T3
(SEE DETAIL ON SHEET C-501)
CONSERVING CAROLINA I
PIN: 9650059838 I
DB" 28 PG:552
I I VIII
I 111 � 1T.
PLAN
80 0 40 80
GRAPHIC SCALE
160 240
1 INCH = 80 FEET
I /
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CONSTRUCTION ENTRANC� I I I I ' "l �/ / ' \� ► \ I l'/'
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PROPOSED TEMPORARY 18" I LE 2093146 �1 1 I I� / i / i I i �/ /-- N`�E7
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FLARED END SECTIONSI I.E.: 2091.18'��
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I I Ili f _— �,--��—� / / /'/ �
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INSTALL NAG S75 MATTING OR APPROVED -- -
EQUAL ON OUTSIDE SLOPE OF BERM AND ON CUT SLOPE
`- (SEE DETAIL ON SHEET C-503)
/�4.
ADAMS, BRYAN; ADAMS,
ST /
PIN: 96501765017 6986
DB:1616 PG:518
/
/
25' TROUT WATERS BUFFER
30' PERENNIAL STREAM \
BUFFER \
PROPOSED TEMPORARY
- DIVERSION DITCH ID: T2
�/PROPOSED CLASS I RIP RAP, 2' THICK WITH
MIRAFI 140N UNDERLAYMENT (TYP)
,I
='PROPOSED TEMPORARY SKIMMER
BASIN #1 W/ POROUS BAFFLES (TYP.)
BOTTOM OF BASIN: 2106.00
SPILLWAY INVERT: 2109.00
TOP OF DAM: 2111.00
(SEE DETAILS ON SHEET C-504)
PROPOSED HDPE FLARED END SECTION (TYP)
(SEE DETAIL ON SHEET C-502)
PROPOSED TEMPORARY RIP RAP
rp 0�,` OUTLET PROTECTION (TYP.)
N ID: T1
ti (SEE DETAIL ON SHEET C-501)
PROPOSED SILT FENCE
OUTLET (TYP.)
(SEE DETAIL ON SHEET C-503)
PROPOSED SILT FENCE (TYP.)
(SEE DETAIL ON SHEET C-501)
HENDERSON CO. BOARD OF PUBLIC
SCHOOLS
PIN: 9650262638
DB: 824 PG: 213
NOTES:
1. ANY CLEARING/GRADING WITHIN THE 30' PERENNIAL STREAM
BUFFER, AS DELINEATED FROM TOP OF STREAM BANK, SHALL BE
REPLANTED AND MAINTAINED IN GRASS OR OTHER VEGETATION.
2. NO GRADING ACTIVITIES SHALL TAKE PLACE WITHIN 25' TROUT
WATERS BUFFER.
2090
TD --+ TD --► TD —►
--------------
1.m
NO. I DATE I BY
TEMPORARY 1' CONTOUR
TEMPORARY 5' CONTOUR
PROPOSED
TEMPORARY DIVERSION DITCH
PROPOSED
HDPE STORM PIPE
PROPOSED
SILT FENCE
PROPOSED
LIMITS OF DISTURBANCE
PROPOSED
\
ODOM, MARSHA A
CONCRETE HEADWALL/ENDWALL
PROPOSED
I
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\
PIN: 9650079059
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DB: 1032 PG: 81
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\ BUSH, RONALD E; BUSH, JOYCE R
SINCLAIR, FROSTY A; FROSTY A
SINCLAIR PROPOSED
CLASS I RIP RAP, 2' THICK
BENNETT, LARRY; THE LARRY
AUSTIN, BRUCE; AUSTIN, THERESA PIN: 9650174702
REVOCABLE TRUST
PIN: 9650068876
WITH MIRAFI
140N UNDERLAYMENT (TYP)
BENNETT LIVING TRUST
PIN: 9650171258
PIN: 9650173407 DB:534 PG:389
DB: 1586 PG: 673
nR• 14.31 Pr. gn4
c
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DB: 3259 PG: 154
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CONSTRUCTION ENTRANC� I I I I ' "l �/ / ' \� ► \ I l'/'
(SEE DETAIL ON SHEET C-501) I 1 '
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PROPOSED TEMPORARY 18" I LE 2093146 �1 1 I I� / i / i I i �/ /-- N`�E7
I r//—
I II2— �HDPE PIPE (ID: TP1) W/ LE.:z
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i
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INSTALL NAG S75 MATTING
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I I Ili f _— �,--��—� / / /'/ �
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I I '--•M.
I —41
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I
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INSTALL NAG S75 MATTING OR APPROVED -- -
EQUAL ON OUTSIDE SLOPE OF BERM AND ON CUT SLOPE
`- (SEE DETAIL ON SHEET C-503)
/�4.
ADAMS, BRYAN; ADAMS,
ST /
PIN: 96501765017 6986
DB:1616 PG:518
/
/
25' TROUT WATERS BUFFER
30' PERENNIAL STREAM \
BUFFER \
PROPOSED TEMPORARY
- DIVERSION DITCH ID: T2
�/PROPOSED CLASS I RIP RAP, 2' THICK WITH
MIRAFI 140N UNDERLAYMENT (TYP)
,I
='PROPOSED TEMPORARY SKIMMER
BASIN #1 W/ POROUS BAFFLES (TYP.)
BOTTOM OF BASIN: 2106.00
SPILLWAY INVERT: 2109.00
TOP OF DAM: 2111.00
(SEE DETAILS ON SHEET C-504)
PROPOSED HDPE FLARED END SECTION (TYP)
(SEE DETAIL ON SHEET C-502)
PROPOSED TEMPORARY RIP RAP
rp 0�,` OUTLET PROTECTION (TYP.)
N ID: T1
ti (SEE DETAIL ON SHEET C-501)
PROPOSED SILT FENCE
OUTLET (TYP.)
(SEE DETAIL ON SHEET C-503)
PROPOSED SILT FENCE (TYP.)
(SEE DETAIL ON SHEET C-501)
HENDERSON CO. BOARD OF PUBLIC
SCHOOLS
PIN: 9650262638
DB: 824 PG: 213
NOTES:
1. ANY CLEARING/GRADING WITHIN THE 30' PERENNIAL STREAM
BUFFER, AS DELINEATED FROM TOP OF STREAM BANK, SHALL BE
REPLANTED AND MAINTAINED IN GRASS OR OTHER VEGETATION.
2. NO GRADING ACTIVITIES SHALL TAKE PLACE WITHIN 25' TROUT
WATERS BUFFER.
2090
TD --+ TD --► TD —►
--------------
1.m
NO. I DATE I BY
TEMPORARY 1' CONTOUR
TEMPORARY 5' CONTOUR
PROPOSED
TEMPORARY DIVERSION DITCH
PROPOSED
HDPE STORM PIPE
PROPOSED
SILT FENCE
PROPOSED
LIMITS OF DISTURBANCE
PROPOSED
FLARED END SECTION
PROPOSED
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PROPOSED
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PROPOSED
PIPE INLET PROTECTION I
REVISION DESCRIPTION
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PLAN
80
GRAPHIC SCALE
\ ODOM, MARSHA A
\ PIN: 9650079059
\DB: 1032 PG: 81
I I SINCLAIR, FROSTY A; FROSTY A SINCLAIRit \
ss�y I I (TYP.) REVOCABLE TRUST \
I I PIN9650068876
I
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I
I I YE
I.E.: 2789.81'
I
EXISTING 100' i I.E.: 249,.54' I-�y-I-II
RIGHT-OF-WAY
(TYP.) �, LE.: I9,.52'�I I r�
II �7T'll
I I Illlgll
I
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160 240
1 INCH = 80 FEET
. \DB: 1431 PG: 204
7 EXISTING 16' WIDE DRIVE TO BE
REPAVED WITH S9.5C ASPHALT; \ \
DW PAINT SEE DETAIL ON SHEET C-502)
`---- - - - - -
_ LOT 2
L�---�' /' I \ \ \�\�\� RASMUSSEN, PHILIP M;
RASMUSSEN, PRISCILLA A
rJ-- -- - _--- -`------------ + -, -�-7------}--C PIN: 9650161982
-_ I DB: 1370 PG: 471
BENNETT, LARRY; THE LARRY
BENNETT LIVING TRUST
PIN: 9650171258
DB: 3259 PG: 154
APPROXIMATE EXISTING 45 _212
RIGHT-OF-WAY (TYP.) STORM PIPE 7
\ BUSH, RONALD E; BUSH, JOYCE R
AUSTIN, BRUCE; AUSTIN, THERESA \ PIN: 9650174702 ADAMS, BRYAN; ADAMS,
PIN: 9650173407 DB: 534 PG: 389 \ STEFANIE
DB: 1586 PG: 673 \ PIN: 9650176986 /
DB: 1616 PG: 518
PROPOSED PAVED 12' WIDE SHARED DRIVE (TYP.)
(SEE PAVEMENT DETAIL ON SHEET C-502 AND /
CROSS-SECTION DETAIL ON C- 510)
2125
\
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2115
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95.18 LF 15 PVC -=----_=_ - _ �ko _ ,
2 7p PROPOSED DROP INLET #3 INV IN: 2105.95 _ - -i-'� 25' TROUT WATERS BUFFER
INV OUT: 2101.94• TO BE � _ -----
�y f INV OUT: 2105.00 _ _
_ _ C ECTED 0\fEisTING 18 CPP _ SLOPE: 1.00% - �h `-„' \�' 30 PERENNIAL STREAM
;�--M a 2 -- -Ma- _♦ 20 �; \�. \�'���!/i ,-'. BUFFER
-2110- __ _ - .-- /i .r/ -�
I 2+00 - ®� m - -2
8+38.18 _ 1+00
J
3+00 4+00 - -5+00
6+00 7+00 _ ___----- -__- _-
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2101-9 ---- � ���%---\ STORM PIPE 6 /� �r=�7/
--
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I 37.95 LF 24" HDPE
CONSERVING CAROLINA
INV IN: 2108.50
PIN: 9650059838 o I I _ _ _
DB:28 PG:552 1 j II II Ij �� I ► / / _ --- -- _-' = r; - _ __�_S '_� /' _� ;\\� INV OUT: 2108.00
H AYWOOD SLOPE: 1.32%
PARK I ' If I ` \\ \ \ I\ I I Lr)
I I T& 1 -8" -CPP
I I 1 \\ \� \ \ \ \ \ I f 1.83'\
RGW QR.
�HAY�ppD KNOLL
__DRIVE 1
PROPOSED JUNCTION BOX #1 _
ji �,_;� _ - RIM: 2114.32 -; y
s / / \ �� /- r �- 1�- / I - _ \_ ; ; ; , %'; _�,� PROPOSED CONCRETE
s� I � I 1 '�;� ►► \ J� ,,_ �� INV IN: 2107.45
STORM PIPE 3 =sem / / INV OUT: 2107.35
135.51 LF 18" HDPE / / ENDWALL/HEADWALL
__________ / / ^ _ �� / / / ✓, // (SEE DETAIL ON SHEET C-502)
-_z_ IN OUT: 2104.64 �%/// / / / /// / �� '
31 I 1 1 / `�.,
I �I -i \ / r,c SLOPE: 2.00%
PROPOSED 1' WIDE, 1' DEEP
- \ '►' ' a '�' - - / I I , / , STORM PIPE 2
PERMANENT DRAINAGE NOF EL: 202091.301)
6f I - / , � I / / //' I II ) / // / / /
III ! , t EL:L. Q86.339/' / /� I I I / 37.64 LF 18" HDPE
DITCH; TO BE GRADED AT I I/ I 3 SLOPE: 2.00%
2% MIN SLOPE WITH 3:1
MIN SIDE SLOPES TYP. I I I h / / / ► /
I III II I/ o°' / / ,' /o I ► / I , x x� PROPOSED OPEN THROAT INLET #1
IIII �11�I syy RIM: 2113.00
"ovINV OUT: 2109.50
y I III +00
+00 - ! \ I I I 6 x�� `L11� STORM PIPE 1
I I I 1 -' / - I I
CONSERVING CAROLINA I I I /I I - - 2+Do ,/ 59.88 LF 18 HDPE
PIN: 9650059838 I I I I / I _ - 3+00 4+00 �^ / SLOPE: 2.00%
DB. 28 PG. 5521'
STORM PIPE 5 II / /Q°'�I / / PROPOSED DROP INLET #1
RIM: 2115.00
51.88 LF 24" HDPEINV IN: 2108.30
I li i11►/, �/ / //�
INV IN: 2091.89 I , y � I �
INV OUT: 2091.00 1 Iii p i�� ► Il�r _ ' I �/ °' INV OUT: 2108.20
SLOPE: 1.72%II Q
1 O I I ► I / / I I I - - \\ / / /' /' /'
III I ��
I I / I I - _ _ _ P / / os HENDERSON CO. BOARD OF PUBLIC
I I.E.: 2093/46'--_I'I II I / I ' QQ/ ON / / N �,y SCHOOLS
P
I� I l I I I �,'� - / �`�° PIN: 9650262638
1 I I �I 1 .: 21 .61' h , DB: 824 PG: 213
I I II I O ! / I / I \ \ �/ STORM PIPE 4
209f.18'LO I I'Q' \ \ ✓' - I / / / / _ _ ✓' / / ff
_ 115.92 LF 18 HDPE
I IIjI INV OUT: 2101.35
I II QII r / / /'' _ / J I I I ✓'/' 24" CMP SLOPE: 1.00%
I
I I I I T jl i I/ ✓, / / / / / 224" CM N LINE
1 I I Ili 11I�� I.E.: 2109. 9'
I I I/. II /-_ --- , , PROPOSED JUNCTION BOX #2;
I ► IIS / / /-- TO BE CONNECTED TO EXISTING 15" CPP
o
Ti I I\JI // // / _-_ ` %'' RIM: 2105.39
INV IN: 2102.61
INV OUT: 2102.51
iN f
W---- _ PROPOSED 16 WIDE
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PROPOSED 1' WIDE, 1' DEEP ROADWAY (TYP)
PERMANENT DRAINAGE- _ (SEE PAVEMENT DETAIL ON
DITCH; TO BE GRADED AT -'"--__ SHEET C-502 AND
2% MIN SLOPE WITH 3:1 -'"--___ CROSS-SECTION DETAIL ON
MIN SIDE SLOPES (TYP.) M --C- 510)
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1. ANY CLEARING/GRADING WITHIN THE 30' PERENNIAL STREAM
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REPLANTED AND MAINTAINED IN GRASS OR OTHER VEGETATION.
2. NO GRADING ACTIVITIES SHALL TAKE PLACE WITHIN 25' TROUT
WATERS BUFFER.
I FC.FNn
NO. I DATE I BY
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1' CONTOUR
PROPOSED
5' CONTOUR
PROPOSED
PERMANENT DIVERSION DITCH
PROPOSED
HDPE STORM PIPE
PROPOSED
DROP INLET
PROPOSED
OPEN THROAT INLET
PROPOSED
JUNCTION BOX
PROPOSED HEADWALL/ENDWALL
REVISION DESCRIPTION
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PROP'b_SED LIMITS OF 61STURBANCE 15.16AC
(TYP.)
PLAN
80 0 40 80
GRAPHIC SCALE
` ODOM, MARSHA A
\ PIN: 9650079059
\
DB: 1032 PG: 81
1
I I SINCLAIR, FROSTY A; FROSTY A SINCLAIR \
ss�y I I REVOCABLE TRUST \
PIN: 9650068876
I I I DB: 1431 PG: 204
ON LINE PROPOSED 50 X 12'
CONSTRUCTION ENTRANCE (TYP.)
I I I I ypw PAINT SEE DETAIL ON SHEET C-501
I �
i LE.:
iI 2789.8111
EXISTING 100 -- -/-/-�� -__� 2,0-_5_�\�\- - LOT -2
.ERASMUSSEN, P
HILIP M-;RIGHT—OF—WAY
(TYP.) .: 2891.52RASMUSSEN, PRISCILLA
A
--------
-
I PIN: 9650161982 [
160 240
1 INCH = 80 FEET
I I II �I I I I III IIII / / SER AN E!kr UI TC s jI I Ib / I IIIIlIl1yIII/i1//i 1/1i1I�\l\11i1i11ii1 �i // I / //I\ /►\ \ ,l \\\ I \ — \�I\I __/\ -ham 1I _ZZ PROPOSED INDBL.E1TAPPROXIMATE
370 PG . APPROXIMATEA�120
_
Em
EXISTING 16 PROTECTION TYP. EXISTING 45' WIDE ROADWAY I (SEE DETAIL ONRIGHT-OF-WAY _
m SHEET C-501) (TYP.)
2110 115
-_2110 -
PROPOSED LIMITS OF DISTURBANCE 15.16AC; I I / - -2110— \\ _ _----°t-`z1o_
THIS LIMIT ENCOMPASSES DISTURBANCE 0 I ASP"ALT 0R- i \
HAYWOOD PARK DR
�
W
CONTRACTOR TO INSTALL S75 OR
Z�m=
_ y
UCp
► uj z
APPROVED EQUAL ON 2:1 SLOPE.
: yG0
2120--
120
1' CONTOUR
MATTING SHALL BE INSTALLED
Zv
PROPOSED
5' CONTOUR
\
EVERY 20 HORIZONTAL FEET TO
W
z
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0
\
MINIMIZE EROSION.
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M
Z
U
(SEE DETAIL ON SHEET C-503)
z
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== 25' TROUT WATERS
BUSH, RONALD E; BUSH, JOYCE R
>
BENNETT, LARRY; THE LARRY
BENNETT LIVING TRUST
AUSTIN, BRUCE; AUSTIN,
PIN: 9650173407
THERE \
PIN: 9650174702
DB:534 PG:389
ADAMS, BRYAN; ADAMS,
\ STEFANIE
PIN: 9650171258
DB: 1586 PG: 673
30' PERENNIAL STREAM
PIN: 9650176986 /
DB: 3259 PG: 154
BUFFER
\
21,0 �.�
DB: 1616 PG: 518
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\
U)
PERMANENT DITCH
\
PROPOSED PIPE INLET
i
\\
ID: P11
w
PROTECTION (TYP.)
O
�
a
WATERS BUFFER.
(SEE DETAIL ON
Z
c
--- ---SHEET C-503)
3_1 , /
;_-� -�
O
-2125__-
Z
I I II �I I I I III IIII / / SER AN E!kr UI TC s jI I Ib / I IIIIlIl1yIII/i1//i 1/1i1I�\l\11i1i11ii1 �i // I / //I\ /►\ \ ,l \\\ I \ — \�I\I __/\ -ham 1I _ZZ PROPOSED INDBL.E1TAPPROXIMATE
370 PG . APPROXIMATEA�120
_
Em
EXISTING 16 PROTECTION TYP. EXISTING 45' WIDE ROADWAY I (SEE DETAIL ONRIGHT-OF-WAY _
m SHEET C-501) (TYP.)
2110 115
-_2110 -
PROPOSED LIMITS OF DISTURBANCE 15.16AC; I I / - -2110— \\ _ _----°t-`z1o_
THIS LIMIT ENCOMPASSES DISTURBANCE 0 I ASP"ALT 0R- i \
HAYWOOD PARK DR
FROM SEWER IMPROVEMENTS I I I 21 0 - ---- ---- - -- _ _ - i / 2110 -_ -
(TYP.) 1
PERMAN NT DITC /-- PERMAN NT DITCH - - - - - -'- -'- -" — �� �` / r '/�'` -� PERMANENT DITCH
' i - _ _ --� - ii l
CONSERVING CAROLINA I I /I \ - � 2110 — --_ _' '� ' �i < /% %� ; ��\ \ ``_; I /%/ \ \ f
PIN: 9650059838 it �/ \`1 I I / /ID: P7 '' ---- _ ,ID: 7A, — os _ ���"'`���/ y\\�\ \�� I ,�l /l \ ID: P10
DB:28 PG:552
I P 1 '
'-' � 2105 \/
\ PROPOSED OUTLET PROTECTION
' / / _ TOP Y8" -CPP \`i�\ ��\ / / /
I \ \ \U11112100 �_ \=s�1\\ / ( )
__�) _ i ^ �— —� _Ey '211.83' �l _ \: / �tC / TYP.
-R9w o s I II /I I I1 \\ _�_\\�\\ may__ ��-4--- %' j� �% `� ; / +�` ' /� +/lI l�/! �' //�� —� /. \\/ \\ /'��/ice ID: RR3
O i �-_ ---- ---•�� I\II�J ^ l r //' / /- /// // -/' \ - �'11� (SEE DETAIL ON SHEET C-501)
YWO
— — _ _OD KNO LSDR/
Trvw— _�--_ ____ PERMANENT DITCH
-. \ � _ — / _ � /
\\� / `F'- �`\/i' jam_ - /_� j/ ,�// /� �/ / j/,/' // /�/ j/ / /� ' �/�\
ID: P9
I I ''►- �� - PROPOSED OUTLET PROTECTION (TYP.)
10,
ID: RR5
I I1 ' '' ' ' ' ' (SEE DETAIL ON SHEET C-501)
I I l''/
PROPOSED OUTLET
PROTECTION (TYP.) I I I I I / 1 / _
ID: RR1 OOF EL 2091.30 I I , ,� / �j PERMANENT DITCH ID: P1
V. EL: 2086.168 „ / I I III > R06F EL: 2091• PERMANENT DITCH / I ` /' �, / / ' I I I I r 'r'i ' /' :
(SEE DETAIL ON I I III�I I I/ / 11►If„/, / INS. EL: 2086.3 / // _ _ ////
SHEET C-501) ID: Pfr I I ► I �/ �/ / ti• / , _ I / �r /
\� I N PROPOSED OUTLET
I I PERMANENT DITC I / / / / / - \ \�N PROTECTION TYP.
o I
4
PROPOSED 50' X 16 0 /
ID: RR2
CONSTRUCTION ENTRANCE (SEE DE
TAIL
ON
SHEET C-501)(SEE DETAIL ON SHEET C-501) C!� /
/
CONSERVING CAROLINA �_ r/ / PROPOSED INLET
PIN: 9650059838 I I I I _ _ ��
DB: 28 PG: 552 PROTECTION (TYP.) (SEE
I I I i % / �h J/ \\ -� _ ( / DETAIL ON SHEET C-501)
100,I
PERMANENT DITCH ID: P2
PROPOSED WATTLE DITCH
PROTECTION (TYP.) I I,I Q i I PROPOS D IPE LET
(SEE DETAIL ON SHEET C-501) o i I O i ►i PROTECTION (TYP.) HENDERSON CO. BOARD OF PUBLIC
I LE.: 2093146'�I I I II SEE DETAIL ON ' /' _ �5 pp- �'E ' �y PROPOSED PERMANENT scHooLs
( I .: 21 2.s1 � /' �i PIN: 9650262638
I I 1► I p I ry SHEET C-503) \ , �\° DRAINAGE DITCH (TYP.) DB: 824 PG: 213
I I.E.: 209.18'—�Q I i'� /l / \ / / , - _ 'i'/' ID: P3.
j I I INSTALL NAG S75 MATTING OR
APPROVED EQUAL ON ALL
I I IICMP
II I 1I 14= II�I II r 2,E�4•iosN"
LINE PERMANENT DITCHES
23s•
(SEE DETAIL ON SHEET C-501)
131 I� i//
I/I i i 101
I PROPOSED OUTLET
ss� � ►/I� 1 I� rIV �� ��
�(�/ / / PROTECTION (TYP.)
PERMANENT DITCH ID: P5
I \\� ID: RR4
w --- ---w ___ ---w__j � /� I \I (SEE DETAIL ON
M ---__M PROPOSED SILT SHEET C-501)
=----M__ FENCE (SEE DETAIL
I ---M-__ ON SHEET C-501)
I M_
I --
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3 I
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W
wrn•�1
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120
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PROPOSED
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m
--
W
z
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W
U)
M
Z
U
0U
z
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== 25' TROUT WATERS
BUFFER
>
--�-:'
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TOP OF STREAM BANK, SHALL BE
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N
30' PERENNIAL STREAM
Ocn
- '� -; ; -�' \;;'/ �!///
/
BUFFER
\
21,0 �.�
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/ / / � �i -, /
W
F__
\
U)
Q
x
0U
�p
FROM SEWER IMPROVEMENTS I I I 21 0 - ---- ---- - -- _ _ - i / 2110 -_ -
(TYP.) 1
PERMAN NT DITC /-- PERMAN NT DITCH - - - - - -'- -'- -" — �� �` / r '/�'` -� PERMANENT DITCH
' i - _ _ --� - ii l
CONSERVING CAROLINA I I /I \ - � 2110 — --_ _' '� ' �i < /% %� ; ��\ \ ``_; I /%/ \ \ f
PIN: 9650059838 it �/ \`1 I I / /ID: P7 '' ---- _ ,ID: 7A, — os _ ���"'`���/ y\\�\ \�� I ,�l /l \ ID: P10
DB:28 PG:552
I P 1 '
'-' � 2105 \/
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' / / _ TOP Y8" -CPP \`i�\ ��\ / / /
I \ \ \U11112100 �_ \=s�1\\ / ( )
__�) _ i ^ �— —� _Ey '211.83' �l _ \: / �tC / TYP.
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O i �-_ ---- ---•�� I\II�J ^ l r //' / /- /// // -/' \ - �'11� (SEE DETAIL ON SHEET C-501)
YWO
— — _ _OD KNO LSDR/
Trvw— _�--_ ____ PERMANENT DITCH
-. \ � _ — / _ � /
\\� / `F'- �`\/i' jam_ - /_� j/ ,�// /� �/ / j/,/' // /�/ j/ / /� ' �/�\
ID: P9
I I ''►- �� - PROPOSED OUTLET PROTECTION (TYP.)
10,
ID: RR5
I I1 ' '' ' ' ' ' (SEE DETAIL ON SHEET C-501)
I I l''/
PROPOSED OUTLET
PROTECTION (TYP.) I I I I I / 1 / _
ID: RR1 OOF EL 2091.30 I I , ,� / �j PERMANENT DITCH ID: P1
V. EL: 2086.168 „ / I I III > R06F EL: 2091• PERMANENT DITCH / I ` /' �, / / ' I I I I r 'r'i ' /' :
(SEE DETAIL ON I I III�I I I/ / 11►If„/, / INS. EL: 2086.3 / // _ _ ////
SHEET C-501) ID: Pfr I I ► I �/ �/ / ti• / , _ I / �r /
\� I N PROPOSED OUTLET
I I PERMANENT DITC I / / / / / - \ \�N PROTECTION TYP.
o I
4
PROPOSED 50' X 16 0 /
ID: RR2
CONSTRUCTION ENTRANCE (SEE DE
TAIL
ON
SHEET C-501)(SEE DETAIL ON SHEET C-501) C!� /
/
CONSERVING CAROLINA �_ r/ / PROPOSED INLET
PIN: 9650059838 I I I I _ _ ��
DB: 28 PG: 552 PROTECTION (TYP.) (SEE
I I I i % / �h J/ \\ -� _ ( / DETAIL ON SHEET C-501)
100,I
PERMANENT DITCH ID: P2
PROPOSED WATTLE DITCH
PROTECTION (TYP.) I I,I Q i I PROPOS D IPE LET
(SEE DETAIL ON SHEET C-501) o i I O i ►i PROTECTION (TYP.) HENDERSON CO. BOARD OF PUBLIC
I LE.: 2093146'�I I I II SEE DETAIL ON ' /' _ �5 pp- �'E ' �y PROPOSED PERMANENT scHooLs
( I .: 21 2.s1 � /' �i PIN: 9650262638
I I 1► I p I ry SHEET C-503) \ , �\° DRAINAGE DITCH (TYP.) DB: 824 PG: 213
I I.E.: 209.18'—�Q I i'� /l / \ / / , - _ 'i'/' ID: P3.
j I I INSTALL NAG S75 MATTING OR
APPROVED EQUAL ON ALL
I I IICMP
II I 1I 14= II�I II r 2,E�4•iosN"
LINE PERMANENT DITCHES
23s•
(SEE DETAIL ON SHEET C-501)
131 I� i//
I/I i i 101
I PROPOSED OUTLET
ss� � ►/I� 1 I� rIV �� ��
�(�/ / / PROTECTION (TYP.)
PERMANENT DITCH ID: P5
I \\� ID: RR4
w --- ---w ___ ---w__j � /� I \I (SEE DETAIL ON
M ---__M PROPOSED SILT SHEET C-501)
=----M__ FENCE (SEE DETAIL
I ---M-__ ON SHEET C-501)
I M_
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I
I I
I
3 I
I
LEGEND
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W
wrn•�1
Z�m=
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UCp
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PROPOSED
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U
Zv
PROPOSED
5' CONTOUR
m
OJ
W
z
J
0
~
W
U)
M
Z
U
0U
z
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w
m
>
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TOP OF STREAM BANK, SHALL BE
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PROPOSED
1' CONTOUR
U
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PROPOSED
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m
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PD SPD --+ PD
J
0
~
_
Q
U)
M
0.
�
0U
z
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w
m
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TOP OF STREAM BANK, SHALL BE
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INLET PROTECTION
U=
Ocn
O
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U)
zL
U)
W
F__
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U)
Q
Z
0U
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TAKE PLACE WITHIN 25 TROUT
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w
O
U
w
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WATERS BUFFER.
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OQ
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0 0z
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O
Z
Lu
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=
Q
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=
LEGEND
z
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O
Q
PROPOSED
1' CONTOUR
PROPOSED
5' CONTOUR
m
NOTES:
PD SPD --+ PD
o�
0
0
~
_
Q
W
W
W
W
0
1. ANY CLEARING/GRADING WITHIN
THE 30' PERENNIAL STREAM
z
00
w
w
w
w U c
BUFFER AS DELINEATED FROM
TOP OF STREAM BANK, SHALL BE
❑
PROPOSED
INLET PROTECTION
Of
Ocn
^
REPLANTED AND MAINTAINED IN
GRASS OR OTHER VEGETATION.
zL
O
2
o
o
LD
z
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w
2. NO GRADING ACTIVITIES SHALL
TAKE PLACE WITHIN 25 TROUT
0
Q
w
Q
w
o
J o
WATERS BUFFER.
U
U
w w
LEGEND
z
z
O
Q
PROPOSED
1' CONTOUR
PROPOSED
5' CONTOUR
F1)J2090
0—
PD SPD --+ PD
PROPOSED
PERMANENT DIVERSION DITCH
O
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""'--------'
PROPOSED
HDPE STORM PIPE
0�
Q
PROPOSED
SILT FENCE
w
PROPOSED
LIMITS OF DISTURBANCE
❑
PROPOSED
INLET PROTECTION
Q
z
^
PROPOSED
CONCRETE HEADWALL/ENDWALL
z
_
O
®
PROPOSED
OUTLET PROTECTION I
U-
U
PROPOSED
I
WATTLE
PROPOSED
I
PIPE INLET PROTECTION I
NO. I DATE I BY
REVISION DESCRIPTION
SHEET
C-1 04

J
� W o.
0
U�
HAYWOOD PARK DRIVE W w
HORIZONTAL SCALE: 1" = 80' w
2120 VERTICAL SCALE: 1" = 8' 2120 Z
� x
w
2115El 2115
EXISTING GRADE (TYP.)
r)�+N
2110 2110 v Z
� x
2105 u 0
2105
a
N
z
2100 2100
� x
2095 2095 W
W�
w
2090 2090 Z
L7 Q
Z o
W�
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+000 8+00 9+00
00
r`
PVI STA = 1+59.84 c~n - Q � d l- m
PVI ELEV = 2110.79 a cl _ %A 2110.79 rn� -: _
A.D. = 5.61 W _ of 2. �;
p HIGH PT. STA: 0+87.84 m `� d �!• O'�`
p HIGH PT ELEV: 2113.06 12 WIDE SHARED DRIVEWAY K: 10.00 _
o PVI STA = 0+78.10 » > 56.05' VC o �'�� yG.`�
+ PVI ELEV = 2113.73 HORIZONTAL SCALE: 1 = 80 BVCS: 1+31.82
p n � p W tirittl\\
I A.D. = 11.11 VERTICAL SCALE: 1 = 8 BVCS: 2111.80
2125 II K: 5.00 EVCS: 1+87.87
55.53 VCzrl 2125 1
00 LOW PT STA: +67.87 z J Z
2120 La N "' � (r 3 LOW P ELEV: 2111.15 N O J J
m � 2120 ff ^^ Q0N/
o II + N V J L.L
> >O U
2115 " W > L i W 2.00, 2115
m
m > _
2110 oq° Q
2110
PROPOSED GRADE TYP. ( = O
2105 2105 z w
EXISTING GRADE (TYP.) F_
C) Q Z
O
�U
0+00 1+00 2+00 3+00 4+00 5+00 6+00 v O O U
U) Z
OQ O
006 U)
�O w
04 Q Z p
0) = Q Z
Lc)
LIJ
u
c/) _
a
HAYWOOD CROSSING DRIVE a M =
HORIZONTAL SCALE: 1" = 80' N �' " `o
2125 VERTICAL SCALE: 1" = 8' W 11 2125 � w m < - > °
a Z W W w v
C7 W O z m z Q
2120 p 2120 z w LD LD ) Z o .°Fn
O m Q W Q W O J 00 O
O 00 "
+ LL— w
LOW PT ELEV: 2094.09
D o U U
o
II PV ELEV = 092.84
2115 a A.D. = 1 .10 `4, 2115
�co K: 10.0
r 100.97' VC '
W O (J,
2110 m N
w 2110 w
p >
QLq
C7 W o0n pO
2105 °( ��i ��Z�° �� 0 2105
+
O N O O
—N �Lo 0ri
+ En ui +
2100 m m > >
ww N� N 2100
in >
� WLUQ
• 8
2095 1­11GA PT. TA: 6+5,r,90
—PROPOSED GRADE (TYP.)— HIGH PT ELEV: 2116 48 2095 O
PVI STA = 6+55.
PIELEV =2117.
u.
53
2090 �K: 10.00 2090
—EXISTING GRADE (TYP. ' VG
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SHEET
CM1 05
NO. DATE BY REVISION DESCRIPTION

8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
•• � �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�� �
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
� ��■■■■■■■■■��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■rte � • � •
■■■■■■■■■■E�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
v
N
WIRE
FENCE
STEEL
POST
N
EXISTING
GRADE
�Z
az EXISTING
w GROUND
zax
o of
00 O ~
SECTION VIEW
,-,-- FI LTER
FABRIC
BACKFILL TRENCH EXISTING
AND COMPACT GROUND
THOROUGHLY
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
K'E'
C SILT FENCE PLAN
SYMBOL
1 UPDATED MARCH, 2017
NOT TO SCALE
2' WOODEN STAKES. MINIMUM
OF 4 DOWNSTREAM STAKES
AND 2 UPSTREAM STAKES COIR FIBER WATTLE,
MIN. 12" DIA.
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM
MATTING SHALL BE: NORTH AMERICAN GREEN
C125, AMERICAN EXCELSIOR EROSION CONTROL
BLANKET OR EQUAL. SEE OTHER DETAILS FOR
MATTING.
WATTLE SECTION
2'X2"X2" WOODEN STAKES
W/ MIN. OF 4 DOWNSTREAM
STAKES AND 2 UPSTREAM
STAKES ANGLED TO HOLD
COIR LOG IN PLACE
STAKE DETAILS
V
50' MIN.
4'_
6" HUMP TO DIVERT RUNOFF"
FROM EXISTING ROAD o
2"-3" COARSE AGGREGATE
(RAILROAD BALLAST) �P$l��c.5'
FILTER FABRIC
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
EC TEMPORARY CONSTRUCTION ENTRANCE
24_/) UPDATED MARCH, 2017
NOT TO SCALE
*SEE PERMANENT DRAINAGE DITCH SCHEDULE ON SHEET C-505
6" MIN.
ECS PERMANENT DRAINAGE DITCH
INSTALL MATTING IN DITCH UNDER WATTLE. MINIMUM OF 2 UPSTREAM \ 7 J UPDATED MARCH, 2017
MIN. 6' UPSTREAM AND 2' DOWNSTREAM. STAKES EVENLY SPACED \�/ J/
SEE OTHER DETAILS FOR MATTING. / // BETWEEN DOWNSTREAM STAKES NOT TO SCALE
*SEE TEMPORARY DRAINAGE DITCH SCHEDULE ON SHEET C-505
v',;,, �V PROPOSED
I�
COIR FIBER WATTLE, GRADE
MIN. 12" DIA.
FLOW
DITCH FLOW
'COARSE AGGREGATE FOR
TRAFFIC AREAS, EARTHEN
2'X2"X2" WOODEN STAKES. RIDGE ALL OTHER AREAS.
MINIMUM OF 4 DOWNSTREAM
NOTES:
STAKES EVENLY SPACED
EC
1. USE COIR FIBER (COCONUT) WATTLE WITH MIN. DIAMETER OF 12 INCHES TEMPORARY DIVERSION DITCH
2. INSTALL WATTLE IN DITCH ONLY TO A HEIGHT TO PREVENT WASHING 6 UPDATED MARCH, 2017
OUT AROUND THE WATTLE AND SCOURING OF DITCH AND SLOPES NOT TO SCALE
EC WATTLE DITCH PROTECTION
23 UPDATED MARCH, 2017
NOT TO SCALE
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL
ado
1
PIPE OUTLET TO WELL-DEFINED CHANNEL
INST
FABRIC gFr.Timl A -A FABRIC
PLAN
I�L�
a
d
OR -
SECTION B -B
PLAN=q PLAN
f La�
Lail
INSTALL FILTER
FABRIC INSTALL
SECTION C -C FABRIC
""'�u Li
NOTES
1. La IS THE LENGTH OF THE RIPRAP APRON
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
5. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.41.
RIPRAP APRON SIZING
7
OUTLET
No.
PIPE DIAMETER
(Do)
Y/Kn//p�p`p M
•
APRON WIDTH
(W=Do+La)
•
RR1
24"
I
•
15'
6"
RR2
18"
4.5'
9'
10.5'
6"
RR3
24"
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
K'E'
C SILT FENCE PLAN
SYMBOL
1 UPDATED MARCH, 2017
NOT TO SCALE
2' WOODEN STAKES. MINIMUM
OF 4 DOWNSTREAM STAKES
AND 2 UPSTREAM STAKES COIR FIBER WATTLE,
MIN. 12" DIA.
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM
MATTING SHALL BE: NORTH AMERICAN GREEN
C125, AMERICAN EXCELSIOR EROSION CONTROL
BLANKET OR EQUAL. SEE OTHER DETAILS FOR
MATTING.
WATTLE SECTION
2'X2"X2" WOODEN STAKES
W/ MIN. OF 4 DOWNSTREAM
STAKES AND 2 UPSTREAM
STAKES ANGLED TO HOLD
COIR LOG IN PLACE
STAKE DETAILS
V
50' MIN.
4'_
6" HUMP TO DIVERT RUNOFF"
FROM EXISTING ROAD o
2"-3" COARSE AGGREGATE
(RAILROAD BALLAST) �P$l��c.5'
FILTER FABRIC
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
EC TEMPORARY CONSTRUCTION ENTRANCE
24_/) UPDATED MARCH, 2017
NOT TO SCALE
*SEE PERMANENT DRAINAGE DITCH SCHEDULE ON SHEET C-505
6" MIN.
ECS PERMANENT DRAINAGE DITCH
INSTALL MATTING IN DITCH UNDER WATTLE. MINIMUM OF 2 UPSTREAM \ 7 J UPDATED MARCH, 2017
MIN. 6' UPSTREAM AND 2' DOWNSTREAM. STAKES EVENLY SPACED \�/ J/
SEE OTHER DETAILS FOR MATTING. / // BETWEEN DOWNSTREAM STAKES NOT TO SCALE
*SEE TEMPORARY DRAINAGE DITCH SCHEDULE ON SHEET C-505
v',;,, �V PROPOSED
I�
COIR FIBER WATTLE, GRADE
MIN. 12" DIA.
FLOW
DITCH FLOW
'COARSE AGGREGATE FOR
TRAFFIC AREAS, EARTHEN
2'X2"X2" WOODEN STAKES. RIDGE ALL OTHER AREAS.
MINIMUM OF 4 DOWNSTREAM
NOTES:
STAKES EVENLY SPACED
EC
1. USE COIR FIBER (COCONUT) WATTLE WITH MIN. DIAMETER OF 12 INCHES TEMPORARY DIVERSION DITCH
2. INSTALL WATTLE IN DITCH ONLY TO A HEIGHT TO PREVENT WASHING 6 UPDATED MARCH, 2017
OUT AROUND THE WATTLE AND SCOURING OF DITCH AND SLOPES NOT TO SCALE
EC WATTLE DITCH PROTECTION
23 UPDATED MARCH, 2017
NOT TO SCALE
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL
ado
1
PIPE OUTLET TO WELL-DEFINED CHANNEL
INST
FABRIC gFr.Timl A -A FABRIC
PLAN
I�L�
a
d
OR -
SECTION B -B
PLAN=q PLAN
f La�
Lail
INSTALL FILTER
FABRIC INSTALL
SECTION C -C FABRIC
""'�u Li
NOTES
1. La IS THE LENGTH OF THE RIPRAP APRON
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
5. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.41.
RIPRAP APRON SIZING
7
OUTLET
No.
PIPE DIAMETER
(Do)
3 x Do
APRON LENGTH
(La)
APRON WIDTH
(W=Do+La)
RIPRAP SIZE
RR1
24"
6'
13'
15'
6"
RR2
18"
4.5'
9'
10.5'
6"
RR3
24"
6'
13'
15'
6"
RR4
18"
4.5'
9'
10.5'
6"
RR5
15"
3.75'
8'
9.25'
6"
T1
6"
1.5'
13'
13.5'
6"
T2
6"
1.5'
14'
14.5'
6"
T3
18"
4.5'
9'
10.5'
6"
EC PIPE OUTLET PROTECTION
17_) UPDATED MARCH, 2017
NOT TO SCALE
BACKFILL MATERIAL-,
COMPACTED IN 6" LIFTS
HDPE STORMDRAIN PIPE -
SPRING LINE OF PIPE
NO. 57
EMBEDMENAT HED STONE---' \/\/\7\//� ,� ,� ;�\
UNDISTURBED EARTH
STANDARD EXCAVATION
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY
AND HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW
THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL
QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
TYPICAL TRENCHING DETAIL
HDPE PIPE WITH WASHED STONE EMBEDMENT
NOT TO SCALE
INSTALL 19GA
HARDWARE CLOTH
AND STONE
NC DOT #5 OR #57
WASHED STONE
19 GA. HARDWARE
CLOTH WITH Y4" MESH
OPENINGS
24" 16"
FILTER FABRIC
� W
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41
PLAN
�EC INLET PROTECTION
Z' ED
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NOTES:
W¢
1 HARDWAR E TO OUTSIDE OF FENCE POSTS WITH
W�
APPROVED ERS.
w
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Z' ED
- Wrn-1
r n I
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NOTES:
r
d O
1 HARDWAR E TO OUTSIDE OF FENCE POSTS WITH
APPROVED ERS.
2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN
BURY THE TOP END OF THE MAT IN A TRENCH 4" OR MORE
IN DEPTH. TAMP THE TRENCH FULL OF SOIL. SECURE WITH10"
AND REPAIRED AS REQUIRED.
ROW OF STAPLES, 10" SPACING, 4" DOWN FROM THE
7
Z
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3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT
Z
OF BARRIER.
O J
J
4. STEEL POSTS SHALL BE MINIMUM 1:25 POUND PER L.F.
ON
5. REF: NCDEQ 6.51a.
v J 0
L.L
�EC INLET PROTECTION
U) Q
14 UPDATED OCTOBER, 2018
r n I
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NOT TO SCALE
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BURY THE TOP END OF THE MAT IN A TRENCH 4" OR MORE
IN DEPTH. TAMP THE TRENCH FULL OF SOIL. SECURE WITH10"
I -
ROW OF STAPLES, 10" SPACING, 4" DOWN FROM THE
-
0 Q
Z
TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
O
W METAL STAPLE
O
0
U
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WWW 0 O 06 Cn
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METAL STAPLES O W
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p--1 z m zI- . z -
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p Q w Q w O w 00
Ik, MATTING SHALL BE: NORTH U O U LL
AMERICAN GREEN S75 OR
APPROVED EQUAL.
ALLOW 3" MIN. OVERLAP
BETWEEN PARALLEL STRIPS
OR AS SPECIFIED BY
MANUFACTURER, WHICHEVER
IS GREATER
99
•
NOTES:
1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
TEMPORARY DIVERSION DITCH
EROSION CONTROL MATTING
NO. DATE F BY
UPDATED MARCH, 2017
NOT TO SCALE
REVISION DESCRIPTION
O
W Cn
Z J
a
J LLI
LLI 0
U
Cn
W
SHEET
C-501

kF
HALL RECEIVE
P WITH MANHOLE RING
VER CAST IN FLUSH
USE PRE CAST BOX, 4" AND
2" CONCRETE BLOCK, OR BRICK
TO ELEVATE TOP TO ACHIEVE
THE DESIRED THROAT OPENING
"-8" THROAT OPENING
ALL FOUR SIDES UNLESS
NOTED OTHERWISE
OPEN THROAT INLET TOP
RIM=BOTTOM OF THROAT OPENING
CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL -(CB)
RIM = TOP EDGE OF GRATE
6" CONCRETE TOP WITH
MANHOLE RING AND
COVER CAST IN
UNLESS NOTED
OTHERWISE GRATE
AND FRAME FOR
THIS TOP TO BE
24"x24" ("NEENAH
R -3339A") OR (U.S.
FOUNDRY
4190-6259) OR
APPROVED EQUAL;
VERIFY TRAFFIC LOAD
REQUIREMENTS ON
ALL GRATE AND
FRAME ASSEMBLIES
UNLESS NOTED OTHERWISE
MANHOLE RING AND COVER TO
BE EXTENDED SO THAT ITS TOP
IS FLUSH WITH PROPOSED
GRADE AND/OR PAVING
JUNCTION BOX TOP
CATCH BASIN SCHEDULE SYMBOL -(JB)
RIM = TOP OF COVER
SD CATCH BASIN TOP DETAILS
2 UPDATED MARCH, 2017
NOT TO SCALE
1.5" S9.5B or S9.5C ASPHALT
SURFACE COURSE
2.5" 119.06 ASPHALT BINDER COURSE
6" COMPACTED AGGREGATE
BASE COURSE
2'-0" SUBGRADE
(COMPACTED 100% OF STANDARD
PROCTOR IN 8" LIFTS)
FOR VARIABLE DEPTH FILL AREAS
IF NEEDED - 95% IN 8" LIFTS
(COMPACTED TO 100% OF STANDARD
PROCTOR IN 8" LIFTS)
PAVEMENT CROSS SECTION
UPDATED MARCH, 2017
NOT TO SCALE
ENDWALL DIMENSIONS (METAL PIPE)
NOTE: USE NEXT LARGER SIZE FOR CONCRETE PIPE.
INSIDE
DIAMETER
OF PIPE
W1
W2
H1
H2
D
E
WEIGHT
SQ. FT.
BASE
AREA
12'-15"-18"
3'-2"
4'-10"
1'-3"
3'-2"
V-3"
V-9'
1,550
7.34
21"-24"
V-8"
6'-1"
1'-9"
3'-8"
V-6"
2'-3"
2,100
9.90
30"
4'-2"
7'-2"
2'-0"
4'-2"
V-10"
2'-9"
2,850
13.50
36"
4'-8"
8'-4"
2'-4"
4'-8"
2'-2"
3'-3"
3,700
17.65
42"-48"
5'-8"
10'-10"
3'-3"
5'-8"
2'-11"
4'-3"
5,600
28.60
54"-60"
6'-10"
11'-9"
3'-6"
6'-8"
3'-4"
5'-2"
7,500
36.27
66"-72"
8'-1"
12'-0"
3'-8"
7'-7"
3'-4"
6'-2"
8,500
40.00
84"-96"
I
9'-4"
,
12'-8"
4'-0"
9'-6"
i
3'-4"
i
7'-6"
i
10,000
I
44.00
REB
15' MINI
UNLESS SF
OTHERV
�O
RIPRAP APRON
FILTER FABRIC
NOTE:
1. 4000 PSI CONCRETE STANDARD
2. FOR DOUBLE PIPE ENDWALL, REFER
TO N.C.D.O.T. STANDARD NO. 838.01
SIDE
ELEVATION
H2
6"
H1
L
W2
FRONT
ELEVATION
DMPACTED CABC UNDER
RECAST ENDWALL
REBAR (TYP.)
3" DIA. DRAINS 6"
ABOVE FLOW LINE
REBAR (TYP.)
PLAN
1. CONCRETE HEADWALL REINFORCEMENT PER N.C.D.O.T.
STANDARD NO. 838.39 REVISION A.
2. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE
DOES NOT CONTACT STREAM WATER.
SD REINFORCED CONCRETE ENDWALL
9 UPDATED MARCH, 2017
NOT TO SCALE
m
NOTE:
MIN. 3000 PSI CONCRETE
REQUIRED THROUGHOUT.
DRAINAGE STRUCTURE TOP
VARIES WITH APPLICATION,
i SEE CATCH BASIN SCHEDULE
i (VERIFY TRAFFIC LOAD
REQUIREMENT FOR EACH TOP)
I<�
\ \ / 'DINT SEALANT
ITERIOR JOINTS PLASTERED
ITH MORTAR
6"
„A„
CONCRETE CATCH BASIN
EXTENSION RISER; LENGTH AND
WIDTH TO MATCH BASIN, HEIGHT
VARIES WITH PROPOSED GRADE
(3) No. 4 REBAR-
KNOCKOUT PANEL
(TYP. EACH SIDE)
B �-
I
INLET -
II
\Z-
CONCRETE
LCONCRETE INVERT INSTALLED
AT A CONSTANT SLOPE
FROM INLET TO OUTLET
(SEE CATCH BASIN SCHEDULE)
JOINT SEALANT
B
INTERIOR JOINTS PLASTERED
12"
WITH MORTAR
PRE -CAST CONCRETE CATCH BASIN;
2'-3"
LENGTH, WIDTH AND HEIGHT VARIES
2,-3"
BY MANUFACTURER AND APPLICATION; KNOCKOUT PANEL_
SEE CATCH BASIN SCHEDULE AND
(TYP. EACH SIDE)
VERIFY WITH SUPPLIER
2'-6"
2'-9"
A
5"-8" WALL THICKNESS
3'-0"
WITH KNOCKOUT PANEL
30"
STRUCTURE SHALL BE
AGED OR OTHERWISE
ALItKtU tAutPT THOSE AREAS
DESIGNATED AS KNOCKOUT PANELS
SD
1
PIPE TO BE FLUSH WITH
INSIDE WALL OF BASIN
AND GROUTED SMOOTH
PROPOSED PIPE
INVERT = BOTTOM OF
PIPE AT FLOW LINE
INLET
B I
6"
I ' I
OUTLET
SECTION A (PLAN)
- - - - - CATCH BASIN TOP
- - (SEE SCHEDULE FOR TYPE)
F_- -
- - - - - - - -
i n�
BASIN RISER
.°u n •
HEIGHTVARIES
_(71 Nn 4 RPRAR I
PRE -CAST CATCH BASIN
PIPE
DIA.
A
B
H
(MIN.)
12"
2,-0"
2,-0"
2'-3"
15"
2,-3"
2'-3"
2'-6"
18"
2'-6"
2'-6"
2'-9"
24"
S-0"
3'-0"
3'-3"
30"
S-6"
V-6"
S-9"
36"
4'-0"
4'-0"
4'-3"
42"
4'-6"
4'-6"
4'-9"
48"
5-4"
5'-4"
5-3"
54"
V-10"
5'-10"
5-9"
60"
6'-6"
6'-6"
6'-3"
66"
7'-1"
7'-1"
6'-9"
PLAN STANDARD MANHOLE COVER
AND FRAME DETAIL SD -19 (SEE SHEET C-503)
STANDARD MANHOLE COVER
AND FRAME DETAIL SD -19
BRICK MAY BE USED
TO ADJUST FRAME AND
COVER TO SURFACE
9" MIN.
INLET PIPE
----------
6"
ELEVATION MAX. 1'
H
OUTLET PIPE
-------------
`6" THICK REINF. CONC BASE
SECTION
SDl CONCRETE JUNCTION BOX
,4 % UPDATED MARCH, 2017
/ NOT TO SCALE
UPDATED MARCH, 2017
NOT TO SCALE
CATCH BASIN HEIGHT
-APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
FOR STRUCTURES OVER AND MANUFACTURER
3'-6" IN DEPTH, 12" O.C.
-No. 4 REBAR CSD 6" O.C.
EACH DIRECTION
3000 PSI CONCRETE TO FORM INVERT;
PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET (12" OF #57
SECTION B STONE MAY BE REQUIRED).
FOR POOR SOIL AND/OR WET CONDITIONS;
CONTRACTOR SHALL CONTACT THE
ENGINEER BEFORE PLACING BOX
ADS FLARED END SECTION SPECIFICATION
Scope
This specification describes 12- through 36 -inch (300 to 900mm) ADS Flared End Sections for use
in culvert and drainage outlet applications.
Requirements
The ADS Flared End Section shall be high density polyethylene meeting ASTM D3350 minimum
cell classification 213320C; contact manufacturer for additional cell classification information. When
provided, the metal threaded fastening rod shall be stainless steel.
Installation
Installation shall be in accordance with ADS installation instructions and with those issued by state
or local authorities. Contact your local ADS representative or visit www.ads-pipe.com for the latest
installation instructions.
PIPE DIAMETER, in (mm)
ad a
d
I --
15
a
d
24
---
- -
--
1
ELEVATION MAX. 1'
H
OUTLET PIPE
-------------
`6" THICK REINF. CONC BASE
SECTION
SDl CONCRETE JUNCTION BOX
,4 % UPDATED MARCH, 2017
/ NOT TO SCALE
UPDATED MARCH, 2017
NOT TO SCALE
CATCH BASIN HEIGHT
-APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
FOR STRUCTURES OVER AND MANUFACTURER
3'-6" IN DEPTH, 12" O.C.
-No. 4 REBAR CSD 6" O.C.
EACH DIRECTION
3000 PSI CONCRETE TO FORM INVERT;
PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET (12" OF #57
SECTION B STONE MAY BE REQUIRED).
FOR POOR SOIL AND/OR WET CONDITIONS;
CONTRACTOR SHALL CONTACT THE
ENGINEER BEFORE PLACING BOX
ADS FLARED END SECTION SPECIFICATION
Scope
This specification describes 12- through 36 -inch (300 to 900mm) ADS Flared End Sections for use
in culvert and drainage outlet applications.
Requirements
The ADS Flared End Section shall be high density polyethylene meeting ASTM D3350 minimum
cell classification 213320C; contact manufacturer for additional cell classification information. When
provided, the metal threaded fastening rod shall be stainless steel.
Installation
Installation shall be in accordance with ADS installation instructions and with those issued by state
or local authorities. Contact your local ADS representative or visit www.ads-pipe.com for the latest
installation instructions.
PIPE DIAMETER, in (mm)
Diameter
12
15
18
24
30
36
in (mm)
(300)
(375)
(450)
(600)
(750)
(900)
A
6.5
6.5
7.5
7.5
7.5
7.5
in (mm)
(165)
(165)
(191)
(191)
(191)
(191)
B (max)
10.0
10.0
15.0
18.0
22.0
25.0
in (mm)
(254)
(254)
(381)
(475)
(559)
(635)
H
6.5
6.5
6.5
6.5
8.6
8.6
in (mm)
(165)
(165)
(165)
(165)
(218)
(218)
L
25.0
25.0
32.0
36.0
58.0
58.0
in (mm)
(635)
(635)
(813)
(914)
(1473)
(1473)
W
29.0
29.0
35.0
45.0
63.0
63.0
in (mm)
(737)
(737)
(889)
(1143)
(1600)
(1600)
TOP VIEW
NO. I DATE I BY
TiH
FRONT VIEW T
RIGHT SIDE VIEW
REVISION DESCRIPTION
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12"
m)
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"
APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND
FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE.
ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING AND SPACING STAPLES/STAKES IN APPROPRIATE LOCATIONS PER
MANUFACTURER RECOMMENDATIONS.
4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP'S TYPE.
5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP.
STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE RECP'S WIDTH.
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE
RECP'S.
7. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
8. SEE GRADING PLAN FOR LOCATIONS OF CUT AND FILL SLOPES.
9. MATTING SHALL BE : NORTH AMERICAN GREEN SC150, AMERICAN EXCELSIOR EROSION CONTROL BLANKET, OR EQUAL. INSTALL ON ALL
DISTURBED SLOPES (CHOSEN PRODUCT MUST BE RATED FOR SLOPES OF 2:1 OR 1:1). SEE PLAN FOR PRODUCT TYPE THAT MAY BE SPECIFIED
10. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS.
11. BURY THE TOP OF THE MAT IN A TRENCH 4" OR MORE IN DEPTH. TAMP THE TRENCH FULL SOIL. SECURE WITH ROW OF STAPLES, 10"
SPACING, 4" DOWN FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
EC
11
EROSION
CONTROL
EXCAVATED CU'
SLOPE
EROSION CONTROL BLANKET
COMPACTED FILL
SLOPE
EROSION
CONTROL
? ' BLANKET
3 Mq-I;
S<O'Oc�'
SLOPE MATTING INSTALLATION
UPDATED MARCH, 2017
NOT TO SCALE
r_il
1 -1/2 -
METAL STAPLE
STANDARD HARDWARE
CLOTH - EXTEND 12"
POST BELOW GRADE
DRIP RAP FACED WITH #57
/ WASHED STONE - 6" THK. MIN.
X
Q
- - J OPTIONAL 5' x 10' x 2' DEEP
SEDIMENT TRAP
- EXCAVATE 8" x 12" TRENCH
UPSLOPE ALONG LINE OF POSTS.
EXTEND HARDWARE CLOTH INTO
TRENCH. BACKFILL TRENCH AND
COMPACT SOIL.
SECTION
ADDITIONAL HORIZONTAL
BRACE AT OPENING
8'-0" MAX.
4' O.C.
I f
NON -PENETRATING 4 - 1" ANCHOR
PICKHOLES (2) HOLES 0 90'
A A
HALF PLAN OF MANHOLE
RING & COVER
V-11 1/2"
00
M M
1 /2"
SECTION A -A
MANHOLE COVER
ii
2'-1"
u04
V-11 3/4"
u
i
STANDARD HARDWARE i i i ATTACH HARDWARE CLOTH TO
CLOTH - EXTEND 12" POST SECURELY WITH TIES
BELOW GRADE u u u 4 - 1" ANCHOR
HOLES ® 90'
SILT FENCE OUTLET TO BE z
LOCATED AT LOW POINT IN
ELEVATION SILT FENCE OR AS SPECIFIED 2'-1"
NOTES: 2'-9 1/4"
1. FILTER BARRIERS SHALL BE INSPECTED 3. SEDIMENT DEPOSITS SHALL BE REMOVED
IMMEDIATELY AFTER EACH RAINFALL AND AFTER EACH STORM EVENT AND WHEN SECTION A -A
DAILY DURING PROLONGED RAINFALL. DEPOSITS REACH APPROXIMATELY 1/3 MANHOLE RING
REPAIR SHALL BE MADE AS NECESSARY. HEIGHT OF BARRIER.
2. FABRIC SHALL BE REPLACED PROMPTLY 4. SILT FENCE OUTLETS SHALL BE LOCATED
IF FOUND TO BE IN DISREPAIR. AT LOW POINTS IN CONTINUOUS RUNS OF
SILT FENCE.
04
EC SILT FENCE -OUTLET
2 UPDATED MARCH, 2017
NOT TO SCALE
3
0
`v PLAN VIEW
STABILIZED GROUND -
SEDIMENT STORAGE RIP -RAP HEADWALL 1' MIN.
HEIGHT FROM ROAD SHOULDER
FEW\�
PIPE INVI
FLOOD STORAGE
EC
18
CLASS B
RIP -RAP
SECTION VIEW
PIPE INLET PROTECTION
UPDATED MARCH, 2017
NOT TO SCALE
56" 0 MAX.
PLAN SYMBOL
NOTE: TRAFFIC BEARING RING AND
COVER.
MINIMUM WEIGHT 315 POUNDS
SD MANHOLE RING and COVER
1 g UPDATED MARCH, 2017
NOT TO SCALE
NO
DATE I BY
REVISION DESCRIPTION
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FILTER
FABRIC
INFLOW
STRUCTURE
RIPRAP
SEED OR MAT SLOPES
OF SKIMMER BASIN
FOR STABILIZATION
BAFFLES
PLAN
UNDER SKIMMER
TURN SILT FENCE
INTO DAM SECTION
SEDIMENT
STORAGE DE -WATERING
ZONE ZONE
RIP RAP LEVELING PAD
UNDER SKIMMER TO PREVENT
GROUNDING OUT
ARM ASSEMBLY
END CAP PVC ELBOW
PVC TEE
PVC END CAP
PVC PIPE X" HOLES
IN UNDERSIDE
SECTION
EMBANKMENT
EXTEND SKIMMER
OUTLET BEYOND OF SILT
FENCE
EMERGENCY SPILL
TO INCLUDE IMPEF
LINER
LINER TO EXTEND UP SIDES OF
WEIR MIN 12" - TYP. BOTH SIDES
EMBANKMENT
MIN. 5' WIDE
— 1' MIN. FREEBOARD
WATER DEPTH
ACROSS SPILLWAY
SKIMMER TO EXIT AT POND
INVERT ELEVATION OR LOWER
IF POSSIBLE
NOTE:
ALL EMERGENCY SPILLWAYS SHALL br-
LINED IN ACCORDANCE W/ NCDEQ STDS.
FABRIC SHALL BE TERRATEX GS - INSTALL
PER MANUFACTURER'S RECOMMENDATIONS
TOP VIEW
WATER SURFACE
SCHEDULE 40
PVC PIPE
Y
OUS
CARRY LINER DOWN TO
EXISTING GRADE (EDGE
OF DISTURBANCE)
TURN EDGES OF
FABRIC DOWN MIN. 12"
INTO GROUND -
TAMP AND COMPACT
SEE EROSION CONTROL
PLAN FOR DISCHARGE
PIPING SIZE & LENGTH
AFTER SKIMMER IS INSTALLED
CONTRACTOR SHALL NOTE SKIMMER
SIZE OF ORIFICE INSTALLED W/ A
PERMANENT MARKER - NOTATION TO
BE VISIBLE OUTSIDE OF BASIN
N K ENCLOSURE
WATER
ENTRY UNIT
PVC VENT PIPE
SCHEDULE 40
PVC PIPE
ORIFICE PLATE
PVC TEE
FLEXIBLE HOSE RIP RAP LEVELING PAD
UNDER SKIMMER TO PREVENT
GROUNDING OUT
• BOTTOM SURFACE
lb/A v �C
END VIEW FRONT VIEW
EC TEMPORARY SKIMMER BASIN #2
27 UPDATED MARCH, 2017
NOT TO SCALE
SKIMMER SEDIMENT BASIN SCHEDULE
TOP
EMERGENCY SPILLWAY TO
EMERGENCY
INCLUDE IMPERVIOUS LINER
KIMMER
PROP DESIGN SURFACE AREA ELEV
TO EXISTING GRADE
BASIN
BAFFLES TO BE 6"
6" MIN. FROM DEPTH
- INFLOW
HIGHER THAN BASIN
TO SPILLWAY WEIR
STRUCTURE
DEPTH INDICATED ON
PLAN
ELEV.
INV. OUT
WATER
AVG.
SKIMMER
ORIFICE
SURFACE
ELEV.
ELEV. (ft)
(D x WIDTH)
(FT)
ELEV. (ft)
ELEV. (ft)
LENGTH
WIDTH
SIZE (IN)
SIZE (IN)
LLLLL
(ft)
j/��
T5
3
LLL LLI
LLLLLL
(FT)
(FT)
D
LL
//jam/j�/j
------
---Y-
-----
---f3
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-----
SEDIMENT
STORAGE DE -WATERING
ZONE ZONE
RIP RAP LEVELING PAD
UNDER SKIMMER TO PREVENT
GROUNDING OUT
ARM ASSEMBLY
END CAP PVC ELBOW
PVC TEE
PVC END CAP
PVC PIPE X" HOLES
IN UNDERSIDE
SECTION
EMBANKMENT
EXTEND SKIMMER
OUTLET BEYOND OF SILT
FENCE
EMERGENCY SPILL
TO INCLUDE IMPEF
LINER
LINER TO EXTEND UP SIDES OF
WEIR MIN 12" - TYP. BOTH SIDES
EMBANKMENT
MIN. 5' WIDE
— 1' MIN. FREEBOARD
WATER DEPTH
ACROSS SPILLWAY
SKIMMER TO EXIT AT POND
INVERT ELEVATION OR LOWER
IF POSSIBLE
NOTE:
ALL EMERGENCY SPILLWAYS SHALL br-
LINED IN ACCORDANCE W/ NCDEQ STDS.
FABRIC SHALL BE TERRATEX GS - INSTALL
PER MANUFACTURER'S RECOMMENDATIONS
TOP VIEW
WATER SURFACE
SCHEDULE 40
PVC PIPE
Y
OUS
CARRY LINER DOWN TO
EXISTING GRADE (EDGE
OF DISTURBANCE)
TURN EDGES OF
FABRIC DOWN MIN. 12"
INTO GROUND -
TAMP AND COMPACT
SEE EROSION CONTROL
PLAN FOR DISCHARGE
PIPING SIZE & LENGTH
AFTER SKIMMER IS INSTALLED
CONTRACTOR SHALL NOTE SKIMMER
SIZE OF ORIFICE INSTALLED W/ A
PERMANENT MARKER - NOTATION TO
BE VISIBLE OUTSIDE OF BASIN
N K ENCLOSURE
WATER
ENTRY UNIT
PVC VENT PIPE
SCHEDULE 40
PVC PIPE
ORIFICE PLATE
PVC TEE
FLEXIBLE HOSE RIP RAP LEVELING PAD
UNDER SKIMMER TO PREVENT
GROUNDING OUT
• BOTTOM SURFACE
lb/A v �C
END VIEW FRONT VIEW
EC TEMPORARY SKIMMER BASIN #2
27 UPDATED MARCH, 2017
NOT TO SCALE
SKIMMER SEDIMENT BASIN SCHEDULE
NOTES:
1. SPILLWAY SHALL BE CONSTRUCTED USING CLASS I RIP RAP WITH FILTER FABRIC
UNDERLAYMENT AS SHOWN IN THE POROUS BAFFLE DETAIL.
2. LENGTH AND WIDTH ARE BASED ON DIMENSIONS AT THE ELEVATION OF THE
PRIMARY SPILLWAY.
NOTES:
1. INLET ZONE (A) SHOULD HAVE 25% OF SURFACE
TOP
EMERGENCY
EMERGENCY
BERM
KIMMER
BARREL
BASIN
BASIN
SUPPORT WIRE
SKIMMER
BASIN#
BERM
SPILLWAY
SPILLWAY
WIDTH
INVERT
INV. OUT
AVG.
AVG.
SKIMMER
ORIFICE
LLL-
1
ELEV.
ELEV. (ft)
(D x WIDTH)
(FT)
ELEV. (ft)
ELEV. (ft)
LENGTH
WIDTH
SIZE (IN)
SIZE (IN)
LLLLL
(ft)
j/��
T5
3
LLL LLI
LLLLLL
(FT)
(FT)
D
T6
1
2111.0
2109.00
6' x 2'
5'
2106.0'
2105.0'
105'
40'
3.0"
1.0"
2
2094.0
2092.00
6' x 2'
5'
2090.0'
2089.0'
86'
43'
4.0"
1.0"
NOTES:
1. SPILLWAY SHALL BE CONSTRUCTED USING CLASS I RIP RAP WITH FILTER FABRIC
UNDERLAYMENT AS SHOWN IN THE POROUS BAFFLE DETAIL.
2. LENGTH AND WIDTH ARE BASED ON DIMENSIONS AT THE ELEVATION OF THE
PRIMARY SPILLWAY.
NOTES:
1. INLET ZONE (A) SHOULD HAVE 25% OF SURFACE
t
AREA. FIRST CELL (B) SHOULD HAVE 25% OF
Right Side Slope
(ft/ft (H:V))
SURFACE AREA, SECOND CELL (C) SHOULD HAVE
// / 11
IF
25% OF SURFACE AREA AND THE OUTLET ZONE
(D) SHOULD HAVE 25% OF SURFACE AREA.
STAKE TO
T1
SUPPORT WIRE
2. GRADE THE BASIN SO THAT THE BOTTOM IS
1
LEVEL FRONT TO BACK AND SIDE TO SIDE.
Hi i
D
T2
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH
OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET
LL
APART.
i
4. DO NOT SPLICE FABRIC. USE ONE CONTINUOUS
PIECE ACROSS BASIN.
5. INSPECT BAFFLES AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL. MAKE ANY REPAIRS
IMMEDIATELY. REMOVE SEDIMENT DEPOSITS WHEN
IT REACHES HALF FULL.
6. REFERENCE NCDEQ LAND QUALITY SECTION
DESIGN MANUAL: 6.65.
9 GAUGE HIGH STRENGTH TENSION WIRE
STRAND - SECURE TO EACH POST
TEE POST SUPPORT OR 9 GAUGE WIRE
TO SIDE OF BASIN - SECURE TO
VERTICAL POST
4'-0" MAX.
ii
,.... z
��. ....- -,..
SUPPORT POSTS, 24" MIN. 700 g/m2 COIR MESH OR SIMILAR
BURY INTO BOTTOM OR
SIDE
a
%EC1 POROUS BAFFLE DETAIL
UPDATED MARCH, 2017
NOT TO SCALE
TOP OF FABRIC
SHOULD BE 6"
HIGHER THAN
SPILLWAY INVERT.
TOP OF BAFFLES
SHOULD BE 2"
LOWER THAN TOP
OF THE BERM.
SECURE BOTTOM OF BAFFLE TO
GROUND w/ 12" STAPLES ® 12" MAX.
SPACING
F ZONE
SURFACE
A (A)
ER
ACE
ES
FLE SPACING OF 25% EACH
NEW NCDEQ RECOMMENDATIONS
,INS LESS THAN 20' LONG REQUIRE
i (2) COIR BAFFLES
PLANS FOR BAFFLE SPACING
DITCH SCHEDULE
t
Left Side Slope
(ft/ft (H:V))
Right Side Slope
(ft/ft (H:V))
Bottom Width
(ft)
// / 11
IF
Matting
Type
Staple
Pattern
T1
3
3
1
1
1
D
T2
3
3
��i•\\//\\ LL_
-LLLLLL
L-LLLLL
L_LLL_L-
LLL-
1
LI_
2'-0"
L
1
1
1
D
T4
3
LLLLL
LLLLLL
LLLLL
LLL
j/��
T5
3
LLL LLI
LLLLLL
LLLL1114,
1
D
T6
3
3
1 1 11
1
1
D
P1
3
3
2
,.... z
��. ....- -,..
SUPPORT POSTS, 24" MIN. 700 g/m2 COIR MESH OR SIMILAR
BURY INTO BOTTOM OR
SIDE
a
%EC1 POROUS BAFFLE DETAIL
UPDATED MARCH, 2017
NOT TO SCALE
TOP OF FABRIC
SHOULD BE 6"
HIGHER THAN
SPILLWAY INVERT.
TOP OF BAFFLES
SHOULD BE 2"
LOWER THAN TOP
OF THE BERM.
SECURE BOTTOM OF BAFFLE TO
GROUND w/ 12" STAPLES ® 12" MAX.
SPACING
F ZONE
SURFACE
A (A)
ER
ACE
ES
FLE SPACING OF 25% EACH
NEW NCDEQ RECOMMENDATIONS
,INS LESS THAN 20' LONG REQUIRE
i (2) COIR BAFFLES
PLANS FOR BAFFLE SPACING
DITCH SCHEDULE
Label
Left Side Slope
(ft/ft (H:V))
Right Side Slope
(ft/ft (H:V))
Bottom Width
(ft)
Depth (ft)
Matting
Type
Staple
Pattern
T1
3
3
1
1
1
D
T2
3
3
1
1
1
D
T3
3
3
1
1
1
D
T4
3
3
1
1.5
1
D
T5
3
3
1
1
1
D
T6
3
3
1
1
1
D
P1
3
3
2
1
1
D
P2
3
3
2
1
1
D
P3
3
3
2
1
1
D
P4
3
3
1
1
1
D
P5
3
3
1
1
1
D
P6
3
3
1
1
1
D
P7
3
3
1
1
1
D
P7A
3
3
1
1
1
D
P8
3
3
2
1
1
D
P9
3
3
2
1
1
D
P10
3
3
2
1
1
D
P10
3
3
1
1
1
D
P11
3
3
2
1.5
1
D
Notes:
Type 1 Matting: North American Green S75 or Approved Equal
NO. I DATE I BY
REVISION DESCRIPTION
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3 FT. ON CENTER, TYP.
FULLY BIODEGRADABLE COIR MATTING
NORMAL WATER SURFACE
ELEVATION
v
TOP OF SLOPE
SECTION VIEW
LIVE STAKES, TYP.
NOTES:
1. LIVE STAKES TO BE INSTALLED ON DISTURBED STREAM BANKS OUTSIDE OF 20'
PERMANENT MAINTENANCE CORRIDOR. ALL DISTURBED STREAM BANKS WITHIN 20'
PERMANENT MAINTENANCE CORRIDOR TO BE STABILIZED WITH COIR MATTING AND NATIVE
SEEDING ONLY.
2. LIVE STAKES SHALL BE SILKY DOGWOOD (CORNUS AMOMUM), BLACK WILLOW (SALIX
NIGRA), SILKY WILLOW (SALIX SERICEA), ELDERBERRY (SAMBUCUS CANADENSIS),
BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS), OR OTHER APPROVED SPECIES.
3. LIVE STAKES SHALL BE INSTALLED IN BANK ON 3' CENTERS IN DISTURBED AREAS OF
CREEK BANK WITH DEAD -BLOW HAMMER. 4/5 OF STAKE SHALL BE IN THE GROUND.
4. BUDS SHALL BE ORIENTED UPWARDS.
5. CONTRACTOR SHALL CUT EXPOSED END OF LIVE STAKE AFTER INSTALLATION IF DAMAGED
DURING INSTALLATION.
6. LIVE STAKES SHALL BE IN ADDITION TO SEEDING REQUIREMENTS.
7. INSTALL FULLY BIODEGRADEABLE COIR MATTING (NO BACKING) ON ALL DISTURBED AREAS
OF CREEK SIDE SLOPES, OVERLAP MATTING MIN. OF 2' TO ADJACENT NON -DISTURBED
AREAS. DO NOT MAT CREEK BOTTOM.
LIVE STAKE & COIR MAT INSTALLATION
I �I
X
N
-LOW
NOT TO SCALE
TOP STREAM BANK
UPON REMOVAL OF TEMPORARY
DIVERSION IMMEDIATELY INSTALL
BIODEGRADEABLE COIR MATTING
(NO BACKING) ON DISTURBED
AREAS OF CREEK SIDE SLOPES,
OVERLAP MATTING MIN. OF 2'
TO ADJACENT NON -DISTURBED
AREAS. DO NOT MAT CREEK
BOTTOM
iTES:
;TREAM BED SHALL BE
TURNED TO ORIGINAL
NTOURS AND ELEVATIONS
�ING ORIGINAL EXCAVATED
REAM BED MATERIAL.
STREAM BANKS SHALL BE
STORED TO A MINIMUM 3:1
OPE, COVERED WITH FULLY
)DEGRADABLE MATTING, AND
ABILIZED WITH NATIVE
'ARIAN SEED MIX.
E SHEET C-511 STREAM
BANK RESTORATION SEED MIX.
STREAM RESTORATION
DETAIL
NOT TO SCALE
TEMPORARY BYPASS NOTES
1. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON EROSION
CONTROL PLAN AND IN THIS DETAIL.
2. CONSTRUCT IMPERVIOUS DIKE (RECOMMEND SAND BAGS OR OTHER EASILY
REMOVABLE MATERIAL) ON UPSTREAM SIDE OF EXISTING CHANNEL AND
INSTALL TEMPORARY BYPASS PUMP TO DIVERT WATER AROUND CONSTRUCTION
AREA. ALL MATERIAL MUST BE COMPLETELY REMOVED FOLLOWING
CONSTRUCTION.
3. CONSTRUCT IMPERVIOUS DIKE (RECOMMEND SAND BAGS OR OTHER EASILY
REMOVABLE MATERIAL) ON DOWNSTREAM SIDE OF EXISTING CHANNEL TO
PREVENT BACKING UP OF STREAM WATER INTO THE CONSTRUCTION AREA.
TOP OF BANK­�,,
PROPOSED SILT I
FENCEPROPOSED TEMPORARY
PUMP AROUND-\
�0
PROPOSED PIPE
ENERGY
DISSIPATOR
PROPOSED SILT :::::x
FENCE I
4. DEWATER THE CONSTRUCTION AREA USING ANOTHER TEMPORARY PUMP
AND DISCHARGE WATER INTO A DEWATERING BASIN UNTIL SEDIMENT HAS
SETTLED AND WATER CAN BE DISCHARGED BACK INTO STREAM. DEWATERING
BASIN MUST BE OUTSIDE OF ANY RESTRICTED BUFFER AREAS, USE WATTLES
INSTEAD OF EARTH BERM IF REASONABLE.
5. BEGIN CONSTRUCTION OF CROSS -CULVERT. CONTRACTOR SHALL INSPECT
SYSTEM DAILY BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION
SHALL CONTINUE IF SYSTEM IS NOT FULLY OPERATIONAL.
6. ANY WASH MATERIAL REMOVED FROM BYPASS AREA SHOULD BE STONED
OUTSIDE THE FLOOD ZONE OR REGULATED BUFFER AREA UNTIL CONSTRUCTION
IS COMPLETE.
7. UPON COMPLETION OF CULVERT CONSTRUCTION, REMOVE BYPASS SYSTEM
WITHIN (2) TWO CALENDAR DAYS.
8. STABILIZE ALL AREAS DISTURBED DURING CONSTRUCTION. STREAM BED AND
BANKS MUST BE RETURNED TO PRE -CONSTRUCTION CONDITIONS.
9. CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER IF
CHOOSING TO USE ANOTHER METHOD IN LIEU OF BYPASS CHANNEL.
EXISTING STREAM
WORK AREA
IIMPERVIOUS DIKE
TO BE INSTALLED
IN CHANNEL
X
xPROPOSED SILT
FENCE I
PUMP '� PROPOSED
7L DEWATERING ROADWAY
DEVICE /
x
X�
XIMPERVIOUS/DIKE
— PROPOSED SILT FENCE
TEMPORARY STREAM BYPASS DETAIL
UPDATED MARCH. 2017
NOT TO SCALE
45' R/W
4' ®4% 4' 04%
13.5' 16'
2q MIN. SLOPE 2" S9.5C
f— 2% 2% -
PROPOSED ELECTRICAL SERVICE
TO BE PROVIDED BY DUKE ENERGY -7
13.5'
27. MIN. SLOPE
3�
8" ABC J
COMPACTED SUBGRADE
PROPOSED 8" WATER LINE
PROPOSED 8" SEWER LINE J
TYPICAL PRIVATE ROAD
CROSS-SECTION
NOT TO SCALE
30' R/W
2' 0 4%
12'
2" S9.5C
f— 2%
2%-
2' 0 4%
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