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COLUMBIA GAS TRANSMISSION
JAMES MASSEY RNG HUB - NC EROSION AND SEDIMENT CONTROL PLAN
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PROJECT DESCRIPTION: JAMES MASSEY RNG HUB - NC
PROJECT ID: M.002056
ENGINEERING FIRM: ENVIRONMENTAL RESOURCES MANAGEMENT, INC.
NORTHAMPTON COUNTY, NORTH CAROLINA
PROJECT SITE
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DWG. NO. SHEET TITLE REV.
82047-02-00-00-100 COVER SHEET 00
82047-02-00-00-101 GENERAL NOTES 1 OF 2 00 _
82047-02-00-00-102 GENERAL NOTES 2 OF 2 00
c 82047-02-00-02-100 INDEX MAP 00
82047-02-00-02-101 PLAN SHEET 1 OF 1 00
PROJECTT OWNER: COLJENNIFER ANAS ON, ENVIRONMION,ENTAL
LLNTc 82047-02-00-03-1 00 DETAILS AND NOTES 1 OF 3 00
CONTACT: JENNIFER CANNON, ENVIRONMENTAL ADVISOR
1700 MA000RKLE AVE. SE 82047-02-00-03-101 DETAILS AND NOTES 2 OF 3 00
CHARLESTON, WV 25314
[phone] 82047-02-00-03-102 DETAILS AND NOTES 3 OF 3 00
PLAN PREPARED BY:ENVIRONMENTAL RESOURCES MANAGEMENT, INC
CONTACT: MATT HURST, PE
SUITE 800 WV-34
HURRICANE, WV 25526
B [phone]
CONSTRUCTION SCHEDULE I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS
CONSTRUCTION IS ANTICIPATED TO BEGIN JULY 2023. WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A
SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER
AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE
PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY
RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS,
TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE.
I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE
THE PLAN SET PRESENTED HEREIN IS FOR USE FOR CONSTRUCTION OF TEMPORARY EROSION INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR
AND SEDIMENT CONTROL (ESC) MEASURES AND BEST MANAGEMENT PRACTICES (BMPS). KNOWING VIOLATIONS.
EROSION AND SEDIMENT CONTROLS ARE SHOWN BASED ON CONTOUR DATA PROVIDED TO ERM
FROM COFFMAN ENGINEERS, DATED 04/28/2023. ERM HAS RELIED ON THESE AND PROPOSED
GRADING FROM COFFMAN ENGINEERS FOR LAYOUT OF PROPOSED CONTROLS. MINOR
A ADJUSTMENTS MAY BE WARRANTED BASED ON CONTOURS IN THE FIELD. FIELD ADJUSTMENTS
SHALL BE APPROVED BY THE ENVIRONMENTAL INSPECTOR.
REFERENCE DRAWINGS REVISION APPROVAL PROFESSIONAL ENGINEER/RPT PERMIT/ENG.APPROVAL c `
DRAWING No TITLE No DATE DESCRIPTION PROJECTCODE DRAFTER DCHECKIER DESIGNER DESIGN PROJECT
CHECKER MANAGER COMPANY CHRIS METTLER ENVIRONMENTALRESOURCES
'\A/
A 05/23/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM DATE I TC Energy ERM MANAGEMENT,INC.
B 06/01/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM
C O6/20/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM „,SH CARpA'', JAMES MASSEY RNG HUB — NC
3.Q:•'i SS%�`4_ FACILITY#82047 ENG STATION: DISC# 02
00 06/26/2023 ISSUED FOR 90%DESIGN M.002056 TM MH TM MH JA ERM _o#C'I•y y,Yn,C9�f�
01 I 07/21/2023 ISSUED TO ADDRESS NCDEQ COMMENTS M.002056 TM CM TM CM JA ERM S �'pp5148 ItK'"'� COVER SHEET
6 07�21'L3J
.`49'N $ JAMES MASSEY RNG HUB — NC
°'A,A,,,,,,,' os EROSION AND SEDIMENT CONTROL PLAN
01 07/21/2023 SCALE SHEET# REV
J REV. NO. DATE PERMIT NUMBER: J ` N.T.S 82047-02-00-00-100 01 ,
TC_UD_BR_24x36.DWG 24X36
CADD DRAWING: DO NOT MAKE MANUAL REVISIONS PLOTTED SIZE: ARCH D (24x36)

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H NOTE,THIS PROJECT MEETS THE NCG01 EXEMPTION AS DEFINED IN CLEAN WATER ACT(CWA)SECTION 402(L)(2)FOR TRANSMISSION FACILITIES. ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED. EROSION AND SEDIMENT MUST BE CONTROLLED TO
THE EXTENT NECESSARY TO MEET NORTH CAROLINA REGULATIONS AND PERMIT CONDITIONS.IN GENERAL,SEDIMENT DISCHARGES OFF SITE,
GENERAL GRADING NOTES INTO JURISDICTIONAL FEATURES SUCH AS WETLANDS AND WATER BODIES ARE NOT PERMITTED.
1. REFERENCES USED 3. THE SITE SHALL HAVE ROADS AND ACCESS DRIVES OF SUFFICIENT WIDTH AND LENGTH TO PREVENT SEDIMENT FROM TRACKING ONTO PUBLIC
ROADWAYS. SEDIMENT SHALL BE REMOVED IMMEDIATELY FROM THE ROAD BY SHOVELING OR SWEEPING WHEN SEDIMENT IS TRANSPORTED
1.1. NC-DEQ,EROSION AND CONTROL PLANNING AND DESIGN MANUAL(MAY 2013) ONTO A PUBLIC ROAD SURFACE OR OTHER PAVED AREA BY EQUIPMENT OR VEHICLES EXITING THE CONSTRUCTION SITE. BULK CLEARING OF
1.2. 2018 NORTH CAROLINA BUILDING CODE(BASED ON IBC 2015), ACCUMULATED SEDIMENT SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA OR THE POINT OF LIKELY ORIGIN BEFORE THE
1.3. BEST MANAGEMENT PRACTICE FOR CONSTRUCTION AND MAINTENANCE,(SUED BY DEPARTMENT OF TRANSPORTATION,NC END OF EACH WORK DAY. ROAD WASHING SHALL BE ALLOWED ONLY AFTER THE SEDIMENT IS REMOVED IN THE ABOVE MANNER.ENTRANCES
2. ALL DIMENSIONS,ELEVATIONS,AND STATIONS ARE IN FEET,UNLESS INDICATED OTHERWISE. SHALL BE TURNED AND REFRESHED AS NECESSARY TO PREVENT TRACKING OF SEDIMENT OFF SITE AND ONTO ROADWAYS.
3. CALLOUTS,COORDINATES,AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE CENTER,EDGE OF PAVEMENT,BACK OF CURB,OR 4. ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL RECEIVE PROPER PREVENTATIVE MAINTENANCE TO REDUCE
OUTSIDE FACE OF FOUNDATION WALL,UNLESS INDICATED OTHERWISE. THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY-SEALED CONTAINERS THAT ARE CLEARLY LABELED. ALL
SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED
G 4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL AND GOVERNMENT REGULATORY AGENCIES AND THE ONTO THE GROUND OR INTO WATER BODIES. PETROLEUM PRODUCTS USED ON-SITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER
CLIENT REPRESENTATIVE. RECOMMENDATIONS.EQUIPMENT AND VEHICLES WHEN NOT IN USE SHOULD BE STAGED OVER UPLAND AREAS AND SHOULD USE SECONDARY
5. CONTRACTOR SHALL INCORPORATE WHICHEVER REQUIREMENT IS MOST STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS CONTAINMENT TO THE EXTENT POSSIBLE.STATIONARY EQUIPMENT SHOULD BE STORED AND OPERATED FROM CONTAINMENTS AND SHOULD NOT
MOST STRINGENT,CONTRACTOR SHALL SUBMIT ISSUE TO THE CLIENT REPRESENTATIVE IN WRITING. THE DECISION OF THE CLIENT BE PLACED IN OR ADJACENT TO JURISDICTIONAL FEATURES WITHOUT COMPANY APPROVAL AND ESTABLISHMENT OF SUITABLE
REPRESENTATIVE SHALL BE CONSIDERED FINAL. CONDITIONS/BMPS.
6. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING QUALITY MATERIALS. WORK SHALL CONFORM TO OWNER'S
STANDARD SPECIFICATIONS(CURRENT EDITION),UNLESS INDICATED OTHERWISE OR AS DIRECTED BY THE CLIENT REPRESENTATIVE. GENERAL GRADING AND PAVING NOTES:
7. WHEN CONSTRUCTION WORK IS RESTRICTED TO BEING PERFORMED WITHIN EASEMENTS,CONTRACTOR SHALL CONFINE WORK WITHIN THE
PERMANENT AND TEMPORARY EASEMENTS. 1. SLOPES SHALL BE LIMITED TO NO STEEPER THAN 2H:1V DURING CONSTRUCTION OF THIS PROJECT.
2. SITE CIVIL GRADING SHALL CONFORM WITH 90%COFFMAN ENGINEERS SITE CIVIL PLANS.REFER TO SHEET 82047-02-MS-02-001 FOR DETAILS.
F RECORD DRAWING NOTES: 3. COARSE AGGREGATE PROPERTIES AND PLACEMENT SHALL CONFORM WITH 90%COFFMAN ENGINEERS SITE CIVIL PLANS.REFER TO SHEET
82047-02-MS-02-003 FOR DETAILS.
1. CONSTRUCTION RECORD CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE DURATION OF THE PROJECT.
CONSTRUCTION RECORD DRAWINGS SHALL BE SUBMITTED TO THE CLIENT REPRESENTATIVE. EROSION AND SEDIMENT CONTROL
2. DURING CONSTRUCTION OF THE PROJECT,CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING TRACK OF ANY CLIENT
REPRESENTATIVE-APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. THESE 1. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
REVISIONS SHALL BE USED TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.
2. GRADING BEYOND LIMITS OF DISTURBANCE AS INDICATED IS NOT PERMITTED.DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION
3. ALL VARIATIONS IN PROJECT CONDITIONS,LOCATIONS,AND CONFIGURATIONS,AND ANY OTHER CHANGES OR DEVIATIONS FROM THE CONTROL PLANS MAY RESULT IN FINES.OWNER'S REVIEW AND APPROVAL IS REQUIRED FOR ALL DEVIATIONS OCCURRING EVEN IN SINGLE CASE.
INFORMATION PRESENTED ON THE ORIGINAL,APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED
CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION. 3. MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED DESIGN PLANS;SUCH MEASURES,AND ADDITIONAL MEASURES THAT MY BE
NECESSARY,SHALL BE INSTALLED/FIELD FIT AND MAINTAINED TO ENSURE COMPLIANCE WITH NC REGULATIONS AND PERMIT CONDITIONS.
4. THE CLIENT REPRESENTATIVE SHALL REVIEW COMPLETENESS,ACCURACY,AND FORMAT OF SUBMITTED RECORD DRAWINGS. IF THE RECORD
E DRAWINGS ARE CONSIDERED UNACCEPTABLE,THEY SHALL BE RETURNED TO THE CONTRACTOR FOR CORRECTION AND RESUBMISSION. 4. TRACKING OF SEDIMENT ONTO ROADWAYS BY VEHICLES SHALL BE MINIMIZED BY UTILIZING THE CONSTRUCTION ENTRANCE FOR VEHICLES.THIS
ENTRANCE SHALL BE MAINTAINED WITH STONE AS NEEDED TO PREVENT DIRT AND MUD TRACKING ONTO THE ROADWAY.WHERE SEDIMENT IS
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE,THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.
SURVEY NOTES: REFER TO NCDEQ MAINTENANCE NOTES FOR CONSTRUCTION ENTRANCES AND THE CONSTRUCTION SEQUENCE FOR DETAILS OF
IMPLEMENTATION.ENTRANCES SHALL BE TURNED AND REFRESHED AS NECESSARY TO PREVENT TRACKING OF SEDIMENT OFF SITE AND ONTO
1. SURVEY DATA,COLLECTED BY OTHERS,WAS INCORPORATED FROM 90%CIVIL SITE PLANS FROM COFFMAN ENGINEERS.THE DATA WAS PROVIDED ROADWAYS.
ON 04/28/2023.BEARINGS AND COORDINATES ARE SURFACE VALUES AND ARE RELATIVE TO THE NAD 83 NORTH CAROLINA STATE PLANES,NORTH 5. DISCREPANCIES FOUND IN THE EXISTING PROJECT CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
ZONE,US FOOT.SURVEY BY SAM,TOPOGRAPHIC SURVEY DRAWING SHEET 1 OF 1,DATED 1-19-2023.(2023.01.25_1021067048
COFFMAN-BOUNDARY-TOPO) 6. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO ACCURACY,COMPLETENESS OR VALIDITY OF EXISTING UTILITIES.
CONTRACTOR TO PERFORM"CALL BEFORE YOU DIG"TO COORDINATE WITH UTILITY COMPANIES AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR
2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT IMPROVEMENTS.IF BENCHMARKS SHOWN ARE IN AREAS THAT TO CONSTRUCTION.
REQUIRE DEMOLITION,OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR
SHALL SUPPLY CERTIFIED,CONTROL POINT DATA TO CLIENT REPRESENTATIVE AFTER COMPLETION OF CONSTRUCTION. 7. AFTER COMPLETION OF CONSTRUCTION OR LAND DISTURBING ACTIVITIES,ALL DISTURBED AREAS MUST BE STABILIZED TO PREVENT FUTURE
EROSION.INSTALLATION OF TEMPORARY SEEDING,MULCH(STRAW OR HYDROMULCH),AND EROSION CONTROL MATS MAY BE REQUIRED IN
D 3. HORIZONTAL CONTROL IS BASED ON NAD83 NORTH CAROLINA STATE PLANE. VERTICAL CONTROL IS BASED ON NAVD88. CERTAIN LOCATIONS IF THERE ARE CONSTRUCTION DELAYS OR AREAS OF INACTIVITY FOR AT LEAST 14 DAYS.PERMANENT VEGETATION MUST BE
E 4. WETLAND AND STREAM DELINEATION MADE BY ENVIRONMENTAL RESOURCES MANAGEMENT(ERM)ON 10 MARCH 2022.NO WETLANDS OR SEEDED OR PLANTED PRIOR TO THE COMPLETION OF CONSTRUCTION OR WITHIN A YEAR OF TEMPORARY STABILIZATION WHICHEVER COMES
in WATERBODIES WERE FOUND WITHIN THE PROJECT WORKSPACE FIRST.
v
v 8. IN THE LOCALIZED EVENT OF AN EROSION CONTROL DEVICE CONFLICTING WITH THE INSTALLATION OF CONSTRUCTION ACTIVITIES OUTLINED BY
N EXISTING CONDITIONS NOTES: COFFMAN ENGINEERS.THE CONTRACTOR IS TO CONTACT THE ENGINEER PRIOR TO THE SHIFTING OR RELOCATION OF ECD.IN ANY EVENT,
o APPROVED CHANGES SHALL CONTINUE TO PREVENT OFF-LOD TRANSPORT OF SEDIMENT AND SHALL MAINTAIN REGULATORY AND PERMIT
o COMPLIANCE.
N 1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD
a SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED. 9. FURNISH MATERIALS AS NOTED ON PLANS AND DETAILS,SPECIFICALLY WHERE NOTED FOR CHANNELS.ADJUST ACCORDINGLY TO SITE
CONDITIONS.
2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK
'4 COMMENCES.ANY DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE CLIENT REPRESENTATIVE BEFORE ANY 10.DISCHARGING SEDIMENT LADEN WATER WHICH WILL CAUSE OR CONTRIBUTE TO THE DEGRADATION OF A BENEFICIAL USE OF A WATER OF THE
ui
FURTHER WORK COMMENCES. STATE FROM THE CONSTRUCTION SITE,A DEWATERING SITE,OR SEDIMENT BASIN/TRAP INTO ANY SURFACE WATER WITHOUT FILTRATION OR
• C EQUIVALENT TREATMENT IS PROHIBITED.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES,UTILITIES,AND SURVEY INFORMATION,AND TO TAKE
O NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION.CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL 11.THE DISCHARGER SHALL AMEND THE ESCP WHENEVER THERE IS A CHANGE IN THE CONSTRUCTION OR OPERATIONS,WHICH MAY AFFECT THE
i j UTILITIES,INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES,PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.
CLIENT REPRESENTATIVE AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO
<n 12.DISCHARGES ORIGINATING FROM OFF-SITE SOURCES,WHICH FLOW THROUGH OR ACROSS THE AREAS DISTURBED BY CONSTRUCTION,MAY BE
< GUARANTEE,EITHER EXPRESSED OR IMPLIED,THAT THE LOCATIONS,SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES DIVERTED AROUND THE ACTIVE CONSTRUCTION AREA WHENEVER POSSIBLE.
INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.
w 13.DUE TO VARYING SITE CONDITIONS,ADDITIONAL SEDIMENT CONTROL BMPS MAY BE NECESSARY BEYOND THE MEASURES SHOWN ON THE ESCP.
2 4. PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE CLIENT REPRESENTATIVE OF OPERATIONAL PLANS. IN THE EVENT AN
4 UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION,THE CONTRACTOR SHALL
w IMMEDIATELY NOTIFY THE CLIENT REPRESENTATIVE. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS
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SHALL BE RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
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5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR
5, B SHALL REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE CLIENT REPRESENTATIVE.
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d BEST MANAGEMENT PRACTICES
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2 1. PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTION IS REQUIRED FOR THIS PROJECT.PREVENTION OF POLLUTION RESULTING FROM
c CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED BY CONTROLLING SOIL EROSION,WATERWAY SEDIMENTATION,AND AIRBORNE DUST
w GENERATION.CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT
H PROPERTIES.
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2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES USED TO REDUCE THE AMOUNT OF SOIL PARTICLES THAT ARE CARRIED OFF AN AREA
AND DEPOSITED INTO A DRAINAGE COLLECTION SYSTEM OR INTO A BODY OF WATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING
U A
22 THAT EROSION AND SEDIMENTATION ARE CONTROLLED TO THE EXTENT PRACTICABLE. ALL APPLICABLE SOIL EROSION AND SEDIMENT CONTROL
X MEASURES SHALL BE IMPLEMENTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. PRIOR TO INITIATING
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CONSTRUCTION IN AN AREA,ALL TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION
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112. REFERENCE DRAWINGS REVISION APPROVAL (-PROFESSIONAL ENGINEER/RPT PERMIT/ENG.APPROVAL i
E REV PROJECT DRAFTING DESIGN PROJECT
U DRAWING No TITLE No DATE DESCRIPTION CODE DRAFTER CHECKER DESIGNER CHECKER MANAGER COMPANY CHRIS METTLER TC Energy
O A 05/23/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM DATE 97 MANAGEMENT,INC.
y B 06/01/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM ,,,,,,,,
m ,c1� ,14 fit, JAMES MASSEY RNG HUB - NC
C 06/20/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM `tFA
U, `0.6WSSjO'��'L''� FACIIM$ 82047 ENG STATION: DISC# 02
U 00 06/26/2023 ISSUED FOR 90%DESIGN M.002056 TM MH TM MH JA ERM 2.'n°II��yy 9,,,9'
01 07/21/2023 ISSUED TO ADDRESS NCDEQ COMMENTS M.002056 TM CM TM CM JA ERM J OOII514W8-�
�1 GENERAL NOTES 1 OF 2
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01 07/21/2023
/2023 SCALE DRAWING# REV
U -IREV. N0. DATE PERMIT NUMBER: N.T.S. 82047-02-00-00-101 01,
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DESCRIPTION OF WORK 3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CLEAN AND ORDERLY PROJECT SITE.ADEQUATE FACILITIES WILL BE PROVIDED FOR THE
H TEMPORARY PLACEMENT OF SOLID WASTE SUCH AS COVERED WASTE BARRELS PRIOR TO CONSOLIDATION IN THE DUMPSTER.STORMWATER
TC ENERGY(TC)WILL BUILD A GREENFIELD RENEWABLE NATURAL GAS POINT OF RECEIPT FACILITY CAPABLE OF OFF-LOADING RNG FROM TC'S SHALL NOT BE ALLOWED TO COMINGLE WITH ACCUMULATED SOLID WASTE.
CUSTOMERS COMPRESSED NG TRUCKS ONTO COLUMBIA GAS TRANSMISSION.TC WILL INSTALL GAS OFF-LOADING HOSE POSTS,DECANTING/HEATING
CABINETS,ELECTRIC COMPRESSORS,AND METERING FACILITIES.SITE IMPROVEMENTS INCLUDE GRADING,GRAVEL,CONCRETE PARKING LOTS,AND 4. NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORMWATER RUNOFF.ANY AND ALL WASTE MATERIALS(SOLID,HAZARDOUS,
FENCING. CONSTRUCTION&DEMOLITION,SANITARY,TOXIC,ETC)GENERATED AT THE SITE SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL,STATE,AND FEDERAL RULES/REGULATIONS.COORDINATE WITH ENVIRONMENTAL REGARDING APPROVAL OF PROPOSED
DISPOSAL FACILITIES AND CHARACTERIZATION OF REGULATED WASTE.IT IS PROHIBITED TO BURN,BURY OR POUR OUT ONTO THE GROUND OR
FINAL GRADING,RESTORATION,AND STABILIZATION INTO THE STORM SEWERS ANY SOLVENTS,PAINTS,GASOLINE,DIESEL FUEL,USED MOTOR OIL,HYDRAULIC FLUID,ANTIFREEZE,CEMENT CURING
COMPOUNDS AND ANY OTHER SUCH TOXIC OR HAZARDOUS MATERIALS OR WASTES.
AFTER CONSTRUCTION ACTIVITIES,ALL DISTURBED AREAS WILL BE STABILIZED IN ACCORDANCE TO ENV-GD-1000 REV 5.DISTURBED AREAS TO
RECEIVE FINAL GRADING AND PERMANENT STABILIZATION OR TEMPORARY STABILIZATION MEASURES IN ORDER TO PREVENT EROSION AND
SEDIMENTATION UNTIL FINAL GRADING AND PERMANENT RESTORATION CAN BE COMPLETED EXCEPT IN ACTIVELY CULTIVATED AREAS AND STANDING BMP OPERATIONS AND MAINTENANCE
WATER WETLANDS.
1. NO EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED FROM THE SITE PRIOR TO ADEQUATE PERMANENT STABILIZATION OF THE
1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ASSOCIATED UPLAND DRAINAGE AREAS AND WITHOUT FIRST OBTAINING AUTHORIZATION FROM THE NC DEPARTMENT OF ENERGY,MINERAL
ON ANY PORTION OF THE SITE.TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AND LAND RESOURCES,UNLESS THEIR REMOVAL IS SPECIFICALLY PROVIDED/OR WITHIN THE SITE'S APPROVED PLAN.PERMANENT VEGETATION
AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS.PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER OF 80%IS ACHIEVED THAT IS UNIFORM,VOID OF BARE PATCHES,MATURE
TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
2. DEEP TILLAGE WILL BE PERFORMED IN ACTIVELY CULTIVATED AREAS AND IN NON-AGRICULTURAL AREAS TO RELIEVE SOIL COMPACTION AND 2. OPERATION AND MAINTENANCE OF THESE PERMANENT FEATURES SHALL BE IN CONFORMANCE WITH BEST MANAGEMENT PRACTICES AS
PROMOTE ROOT PENETRATION PRIOR TO SEEDING.THE SOIL WILL THEN BE TILLED WITH A DISC,FIELD CULTIVATOR,OR CHISEL PLOW(OR OUTLINED IN THESE DETAILS AND FIELD FIT.
F EQUIVALENT)TO PREPARE A SEEDBED,BREAKING UP LARGE CLODS AND THE FIRM SOIL SURFACE.
3. FERTILIZER AND OTHER SOIL AMENDMENTS WILL BE INCORPORATED INTO THE SOIL DURING SEEDBED PREPARATION.SEEDING AND MULCHING 3. TC ENERGY RESERVES THE RIGHT TO MODIFY THESE CONTROLS BASED ON FIELD CONDITIONS AND MODIFICATIONS ENCOUNTERED DURING
THE CONSTRUCTION WORK AREA WILL PROMPTLY FOLLOW SEEDBED PREPARATION.MULCH SHALL BE ADEQUATELY ANCHORED TO MINIMIZE CONSTRUCTION.THE ENGINEER SHALL BE MADE AWARE OF THESE CHANGES THAT OCCUR DURING CONSTRUCTION.
LOSS DUE TO WIND AND WATER.MULCH TACKIFIERS,USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS,MAY BE USED STORMWATER FEATURES NOTES
AS AN ALTERNATIVE.LIQUID MULCH BINDERS WILL NOT BE USED WITHIN 100 FEET OF WETLANDS OR WATERBODIES.ALL MULCH SHALL BE OAT
OR WHEAT STRAW,APPLIED AND CRIMPED IN ACCORDANCE WITH REQUIREMENTS IN ENV-GD-1000 REV 5.
4. APPLICATION RATES FOR LIME,FERTILIZER,SEED AND MULCH ARE LISTED ON ARE WITHIN THE NOTES AND DETAILS SHEETS OF THIS PLAN. 1. THE STORMWATER MANAGEMENT FEATURES FOR THE CONSTRUCTION ACTIVITIES PRIMARILY CONSIST OF BUT ARE NOT LIMITED TO TEMPORARY
AND PERMANENT BMPS AS SHOWN IN THE PROJECT PLANS.APPLICABLE CODES AND STANDARDS
1.1. NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL(2013)
SEQUENCE OF CONSTRUCTION
E 1.2. ENV-GD-1000 REV 5
1. OBTAIN EROSION AND SEDIMENT CONTROL PLAN APPROVAL AND OTHER PERTINENT PERMITS.NO LAND DISTURBING ACTIVITIES(INCLUDING 1.3. NOAA ATLAS 14,VOLUME 9,VERSION 2,POINT PRECIPITATION FREQUENCY ESTIMATES,FOR MIDWEST AND SOUTHEAST STATES
DEMOLITION OR TIMBERING)WILL COMMENCE BEFORE PLAN APPROVAL AND OTHER PERTINENT PERMITS HAS BEEN OBTAINED. 2. NCDEQ STORMWATER DESIGN MANUAL
2. SCHEDULE PRE-CONSTRUCTION MEETING AND NOTIFY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY(NCDEQ)DIVISION OF 3. DESIGN METHODOLOGY
ENERGY,MINERAL,AND LAND RESOURCES(DEMLR),LAND QUALITY SECTION,REGIONAL OFFICE 48 HOURS PRIOR TO CONSTRUCTION.
3.1. DRAINAGE AREAS WERE DELINEATED USING AUTOCAD CIVIL 3D,ARCGIS,AND ARCMAP.
3. LIMITS OF DISTURBANCE(LOD),BUFFERS AND GRADING LIMITS MUST BE FIELD MARKED PRIOR TO CLEARING,INSTALLATION OF SEDIMENT
CONTROL MEASURES,CONSTRUCTION,OR OTHER LAND DISTURBING ACTIVITIES. 3.2. RUNOFF AND PEAK DISCHARGES WERE CALCULATED USING WINTR-55 V1.00.10. AND HYDROCAD.
4. POST-CONSTRUCTION STORMWATER
4. DETAILED SEQUENCE OF CONSTRUCTION
D
4.1. INSTALL STABILIZED CONSTRUCTION ENTRANCE AS INDICATED ON PLANS. 4.1. THERE IS NO STORMWATER PERMITTING REQUIREMENT FOR NORTHAMPTON COUNTY.
4.2. INSTALL PERIMETER CONTROLS AROUND TEMPORARY LAYDOWN AREA PRIOR TO TOPSOIL REMOVAL AND GRAVEL BASE INSTALLATION.
g. PREPARE TEMPORARY PARKING AND STORAGE AREA(S). BUILT UPON AREA NOTES
v
v 4.3. BEGIN ACCESS ROAD CONSTRUCTION,IMMEDIATELY STABILIZE BARE AREAS WITH GRAVEL AND TEMPORARY VEGETATION.
a 4.4. AFTER ACCESS TO THE SITE HAS BEEN ESTABLISHED,INSTALL ALL PERIMETER CONTROLS ACCORDING TO PLANS.ENSURE PERIMETER 1. LIMITS OF DISTURBANCE AREA:8.41 AC
o CONTROLS ARE INSTALLED PRIOR TO ANY SITE(ARRAY)GRADING OR HEAVY CONSTRUCTION TRAFFIC WITHIN THE SITE.
N 2. TOTAL PROPERTY AREA:2.04 AC
a 4.5. ESTABLISH STOCKPILE LOCATIONS AND INSTALL SILT FENCE AROUND STOCKPILES.
3. TOTAL WETLANDS AREA:0 AC
3 4.5.1.STOCKPILES MUST BE TEMPORARILY SEEDED IF IDLE FOR MORE THAN 7 DAYS.
N 4. TOTAL SURFACE WATER AREA:0 AC
4.6. CLEAR TREES/HEAVY VEGETATION AS NEEDED TO INSTALL SEDIMENT CONTROL DEVICES.
1 5. TOTAL PROJECT AREA:8.3 AC
w 4.7. START CONSTRUCTION OF THE SITE IMPROVEMENTS.VERIFY ALL ECD ARE FUNCTIONING AS INTENDED PRIOR TO MASS GRADING.
o
w 4.8. BEGIN GRADING THE SITE. 6. TOTAL IMPERVIOUS AREA-PRE:0.0438 AC
w
4.9. PERFORM FINAL GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 7. TOTAL IMPERVIOUS AREA-POST:2 AC
2
w 4.10. REFER TO CIVIL AND ELECTRICAL PLANS FOR CIVIL SEQUENCE AND ELECTRICAL SEQUENCE. 8. TOTAL AREA TO BE STABILIZED WITH VEGETATION:0.83 AC
a 4.11. ALL TEMPORARY SOIL STOCKPILES AND GRAVEL LAYDOWN AREAS SHALL BE REMOVED AND REGRADED AT THE CONCLUSION OF THE
w CONSTRUCTION ACTIVITIES.
o
1- 4.12. UPON ESTABLISHMENT OF FINAL VEGETATIVE GROUND COVER(80%COVERAGE),TO CONTACT NCDEQ LAND QUALITY SECTION,REGIONAL FINANCIAL RESPONSIBILITY AND OWNERSHIP
a OFFICE FOR FINAL SITE INSPECTION.CONTRACTOR WILL CONTACT NCDEQ WHEN THE REQUIRED 80%PERMANENT VEGETATION IS TC ENERGY
• B ESTABLISHED. CONTACT:JENNIFER CANNON
4.13. UPON APPROVAL FROM NCDEQ LAND QUALITY SECTION,REGIONAL OFFICE INSPECTORS,REMOVE COMPOST FILTER SOCK AND OTHER MOBILE:[phone]
REMAINING EROSION CONTROL MEASURES.AREAS DISTURBED DURING THIS PROCESS SHALL BE RESEEDED WITH PERMANENT SEEDING AND
E OAT OR WHEAT STRAW MULCH AS APPROPRIATE.
J
>>, 5. REDLINE/AS-BUILT THE FINAL PLAN BEFORE FINAL DRAWINGS ARE CREATED.A RECORD DRAWING SHALL BE PREPARED AT THE END OF
d CONSTRUCTION.
c
w
o MATERIALS AND HANDLING
y
c
d
V A 1. SOLID WASTE SHALL BE HANDLED THROUGH ONE OF THE LOCAL WASTE MANAGEMENT PROVIDERS/FACILITIES. THE CONTRACTOR WILL LEASE A
2 DUMPSTER FOR THE DURATION OF THE PROJECT WHICH WILL BE DISPOSED OF AT A LICENSED/PERMITTED MUNICIPAL LANDFILL.
ce
w
, 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY PERMITS AND/OR DISPOSAL FEES.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO
0
ASSURE THAT ALL MATERIALS ARE HANDLED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS,RULES,AND REGULATIONS,
INCLUDING BUT NO LIMITED TO THOSE ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY(NCDEQ)AND
o ___.._._._.... -.. .. ..._.._.._.. ._......____--• 1 /
REFERENCE DRAWINGS REVISION APPROVAL ( PROFESSIONAL ENGINEER/RPT PERMIT/ENG.APPROVAL 1
E REV PROJECT DRAFTING DESIGN PROJECT
U DRAWING No TITLE No DATE DESCRIPTION CODE DRAFTER CHECKER DESIGNER CHECKER MANAGER COMPANY CHRIS METTLER TC Energy A 05/23/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM DATE 97 MANAGEMENT,INC.
ci
412 B 06/01/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM ``,,,.111111,E
m , SN CARD 1, JAMES MASSEY RNG HUB - NC
C 06/20/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM -.`p.ESg1p:1 2
O:pF +.9 s FACILITY# 82047 ENG STATION: DISC# 02
To-
U 00 06/26/2023 ISSUED FOR 90%DESIGN M.002056 TM MH TM MH JA ERM _=;gJn.�ryI/.•y1k��p-9F�`.T
01 07/21/2023 ISSUED TO ADDRESS NCDEQ COMMENTS M.002056 TM CM TM CM JA ERM S')o "1A-,
/�/� -ii- GENERAL NOTES 2 OF 2
/ ;��M������; JAMES MASSEY RNG HUB - NC
EROSION AND SEDIMENT CONTROL PLAN
01 07/ /2023
7 SCALE DRAWING# REV
C.) ,IREV. NO. DATE PERMIT NUMBER: \ss N.T.S. 82047-02-00-00-102 01,
TC_UD_BR_2436.DWG 24%36 I
CADD DRAWING: DO NOT MAKE MANUAL REVISIONS PLOTTED SIZE: ARCH D (24x36)

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REFERENCE DRAWINGS ( REVISION APPROVAL PROFESSIONAL ENGINEER/RPT PERMIT/ENG.APPROVAL
REV PROJECT CHECKER
DESIGN PROJECT ±� ENVIRONMENTAL RESOURCES
DRAWING No TITLE N, DATE DESCRIPTION CODE DRAFTER CHECKER DESIGNER CHECKER MANAGER COMPANY CHRIS METTLER TC Energy " "
82047-02-00-02-101 EROSION AND SEDIMENT CONTROL PLAN SHEET 1 A 05/23/2023 ISSUED FOR REVIEW M.002056 LGF MH LGF MH JA ERM DATE ERM MANAGEMENT,INC.
B 05/31/2023 ISSUED FOR REVIEW M.002056 LGF MH LGF I MH JA ERM o,NCA1,,,fit,,, JAMES MASSEY RNG HUB - NC
C 06/20/2023 ISSUED FOR REVIEW M.002056 LGF MH LGF MH JA ERM �' Q..'ESS/6!9
- £O.pF 4;.9 PTA/ 82047 CHAINAGE: DISCIPUNE#02
00 06/26/2023 ISSUED FOR 90%DESIGN M.002056 LGF MH LGF MA JA ERM _:0 y 9s SPI III
01 07/21/2023 ISSUED TO ADDRESS NCDEQ COMMENTS M.002056 TM CM TM CM JA ERM y 77..,4, ..:
-tl z^..:��JyqyY INDEX MAP
' f'OINE ````
;� JAMES MASSEY RNG HUB — NC
""II$II `` EROSION AND SEDIMENT CONTROL PLAN
01 07/21/2023
REV.NO. DATE PERMIT NUMBER: SCALE DRAVANG No REV
�1" = 500' 82047-02-00-02-100 01/
TC_UD_BR_24x36.DWG 24X36 1
CADD DRAWING: DO NOT MAKE MANUAL REVISIONS PLOTTED SIZE: ARCH D (24x36)

12 1 11 1 10 1 9 8 1 7 1 6 1 5 1 4 1 3 2 1 1
r
H PROPOSED EROSION AND SEDIMENT CONTROL PLAN LEGEND
N/F
MASSE, JAMES WADE TRUSTEE MAX N/F
----200----EXISTING CONTOURS ® PROP. ROCK CONSTRUCTION ENTRANCE O DB 1039 PG 927 MASSE, JAMES WADE TRUSTEE MAS
-PROPERTY BOUNDARY LINE PIN:4021-27-5567 \
.--- EASEMENT LINE —CFS-12— PROP. 12" COMPOST FILTER SOCK cO DB 1039 PG 927
RSV/ RIGHT-OF-WAY LINE MB 31 PG 109 \
1 I EXISTING ROADS — '-�e— PROP. 18" COMPOST FILTER SOCK O PIN:4021-36-6825 +�\\
C GAS LINE
OVERHEAD ELECTRIC CFS-2.1
�- PROP. 24" COMPOST FILTER SOCK O +
W WATER LINE
CH AINLINK FENCE III- PROP. LIMIT OF DISTURBANCE \
n^rvw vv , TREE LINE GEOWEB TO BE INSTALLED AT \
0 TELEPHONE POLE PROP. CONCRETE WASHOUT PERIMETER OF SLAB TO PREVENT \
G PROPOSED CONTOURS FILL EROSION FROM PAD. REFER
✓ TEMPORARY WORKSPACE PROP. SOIL STOCKPILE AREA TO DETAILS G AND I FOR TEMPORARY WORKSPACE
INSTALLATION RECOMMENDATIONS. TO BE RESTORED TO
4' BARBED CONTRACTOR TO FOLLOW MINIMUM PRECONSTRUCTION
`WIRE FENCE STANDARDS PER MANUFACTURER CONDITIONS. REPAIR 1
MANUFAND OACTUURER.N GEOWEB WITH
TO BE RUTS AS NEEDED.CFS # / 6 G
MINIMUM GX2OV OR EQUIVALENT. J� oA
I ' CFS # -
\ a"
�y�Yr
Co q
iI
) �/�1—1 WILLIAMS GAS — �" A 9
J.
F �. PIPELINES-rRANsco �� CFS #Cr��V� A
/ i"� �� 50' GAS EASEMENT �� CFS #333 1
COLUMBIA GAS .� (DB 561 PG 331) � / \ '+ \
•
TRANSMISSION CORPORATION , "kk DILAPIDATED ��
50' GAS EASEMENT 0 BUILDING A I \•�
(DB 663 PG 947) / FS #231 \ 0 FOUNDATION \
G� �� CFS 1E „ CFS #2 � 133� V +�\
9 'hll _ _ w., � / \
/ F$ #22 I ":,,,7_,,. cr ..z� s-1z�rFs-, ,a�° �crs-ix�as-, i,uu¢u.rlM1, 133.31' / \ \
CFS 2 :::::;"c�io° _ 0 ...:. . ' �ti.�„ / V \
::nn•^m: .mnnnnn...h� ✓�
# 30 135.." FS #Z1 o I �' 13408' 135.43' 135.67' \ 3�_ / 4 �3 h / i \
0 I . Bans' N/F
N/F / �3 •
COLUMBIA GAS TRANSMISSION LLC
E SISUJI FARMS AND HOLDINGS, LLC �o 5. CFS {/ 'i
DB 1021 PG 755 / 13579
TAX ID:0502299 �m A+,\
�a arQ
1 MB 28 PG 185 `� !4- '� N v1 " DB 1086 PG 590 RBBA AND CAP A
III iil , �.« 3q PIN:4021-36-4325 ` \
PIN:4021-26-7438 / 0 1 -•��
/. / / S� - 1� 11 �,34� AREA_11.47 ACRES NAVD88 TC' \
. 11
A
' /136/. �137— '�\ 61.,,+36 \ \ �� \
30' GAS EASEMENT / ��/,,----
„.,/ LINKCF FENCE /HAIN � _�� 1 � �\
(MO 28 PG 185) / /_ _ 138 • ,IIII�iil s _ CFS #2
. /G �138� �� `F� \ h \ \ ym
/ '1�/ '`�� �nl `��f� \ 135.88' \ ","z ROP. SOIL \
8' CHAIN - _ STOCKPILE AREA \
D / • Jg G - r`. in -iu-1 134.43' N
LINK FENCE �•� � / �' '.0 �,
�• 135.08'i S
/ • L / �'-. i 137.24•J ^ \ \ I \ „I 6 \ \ I CFS #7
135.89' Ss.
rt
/ A ill
36 A A \ FS # FS #8 INV=127.54'� �"
// �� �V A 1 137.24' 136.09' I FS #16 FS #14 CFS #1
' / \ \ CFS #• / .^7 / ��
/ ' / _ \ 3y 38.37' / PROPOSED ROCK I O
/� / i y -� CONSTRUCTION ;I 1azz5' \ F$ #15 ) FS #13 �.r CFS #1 / V
/� �� �/ N '� • .ya a� � ENTRANCE / 'H�ADWALL
/ Ir. /•� - -5e 137.54' nh e 3' CONCRETE / . _ .- .^ Apt,/
N/ry' E-E�, STRUCTURE _ �;-,�uy'a
/ /� PROP. CONCRETE / / # IPJIRIL
iSIBLE WELLE CS 2/ / G/ FS 192" CULVERT (C � # CFS 117013e1s' 134.21 — �• WASHOUT AREACFS 1. ___ P# i _ I1 RAP= --` EP
./a ittt 4 I 1//, �_ , - - ,��E�EEslieiAs, - - - - - --- ----
-61
/ ^h� / 4' STOCK t ,.• iii a \ / ��+� '_ — ..E Es�=�s..Ss��•:E?!E^ -- _ /_/ _______T Row Row �Row
-/ I' WIRE FENCE - • --v_�'" .2�E�_. OM -Row-- INV=126-90'
-r�� i Imin �.. -- — -------------- 'CEDAR AND CAP
� - � — — - 0 -- CONCRETE_ _ b,o_ — 12" CULVERT v'
• � `I;I � - las n' 13as4 Row - - 1 HEADWALL
,,� IE-134.47 ------- ` -ROW- NAV
ilaWitEliW
cz = Row - -Ro -- D88
�W� w BLE 131.4
_ 12"CMP --_� ROW R^'
8
12"RCP (CRUSHED) __ ROW NC HIGHWAY4
EP (CLOGGED) ROW 60' PUBLIC RIGHT OF WAY
Row MB 39 PG 92
ROW °W TBM
EP o Row= Ro ROW REBAR AND CAP 2" CULVERT TO BE PLACED
Row ELE-136.98' AND INVERTS ADJUSTED BASED
B ___ -I ow Row ROW THIS PARCEL NAVD88 ON LOCAL CONDITIONS. SEE
OUTSIDE OF THE DETAIL 4, SHEET
LIMIT OF COLUMBIA GAS CONTRACTOR To CIVILD 82047-02-MS-02-003 OF
DISTURBANCE FOR TRANSMISSION CORP. PROTECT AND CIVIL DRAWINGS FOR DETAILS.
THIS PROJECT. DB N/A PG N/A MAINTAIN DRAINAGE
PIN:4021-26-9253 ALONG PUBLIC
HIGHWAY.
NOTES: SHALL BE APPROVED BY THE ENVIRONMENTAL INSPECTOR. ENGINEER/OWNER.
3. FURNISH AND INSTALL CONSTRUCTION ENTRANCE PER DETAIL A. 7. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO ACCURACY,COMPLETENESS,OR
1. THIS PLAN IS FOR EROSION AND SEDIMENT CONTROL PURPOSES.CONSTRUCTION ACTIVITIES IN DESIGNATED 4. FURNISH AND INSTALL COMPOST FILTER SOCK PER DETAIL C.El OR CONTRACTOR MAY ADJUST ACCORDING TO VALIDITY OF EXISTING UTILITIES.CONTRACTOR TO PERFORM"CALL BEFORE YOU DIG"TO COORDINATE WITH
WORKSPACE INCLUDE INSTALLING EROSION AND SEDIMENT CONTROL MEASURES,GRADING,CONSTRUCTION OF DIFFERENCES IN LOCAL CONDITIONS OR CONTOURS.TC ENERGY RESERVES THE RIGHT TO UTILIZE SILT FENCE UTILITY COMPANIES AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
A RENEWABLE NATURAL GAS POINT OF RECEIPT FACILITY,AND RESTORATION.ONCE REVEGETATION HAS BEEN IN LIEU OF 12"COMPOST FILTER SOCK,BELTED SILT RETENTION FENCE IN LIEU OF 18"COMPOST FILTER SOCK, 8. CONCRETE WASHOUT AND SOIL STOCKPILE LOCATION AS SHOWN MAY BE ADJUSTED BASED ON APPROVAL OF El.
FULLY ESTABLISHED FOR FINAL SITE STABILIZATION,TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE AND SUPER SILT FENCE IN LIEU OF 24"COMPOST FILTER SOCK. 9. CONTOURS AND GRADING AS SHOWN FROM GRADING PLAN SHEET NUMBER 82047-02-MS-02-001 PROVIDED TO
REMOVED. 5. CFS SHALL BE INSTALLED IN SMALL SEGMENTS PARALLEL WITH THE CONTOURS AND SLIGHTLY UPTURNED AT ERM BY COFFMAN ENGINEERS ON 4/28/2023.
2. EROSION AND SEDIMENT CONTROLS ARE SHOWN BASED ON SURVEYED AND PUBLICLY AVAILABLE CONTOUR BOTH ENDS.CFS SHALL NOT BE INSTALLED IN A MANNER THAT CHANNELS STORMWATER RUNOFF. 10. SPOT ELEVATIONS OBTAINED FROM COFFMAN GRADING PLAN SHEET NUMBER 82047-02-MS-02-001 AND ARE
DATA.MINOR ADJUSTMENTS MAY BE WARRANTED BASED ON CONTOURS IN THE FIELD.FIELD ADJUSTMENTS 6. DISCREPANCIES FOUND IN EXISTING PROJECT CONDITIONS MUST BE REPORTED TO THE PROJECT SUBJECT TO MINOR ADJUSTMENTS BASED ON FINAL CONSTRUCTION PLANS AND FIELD CONDITIONS.
REFERENCE DRAWINGS "C REVISION APPROVAL PROFESSIONAL ENGINEER/RPT PERMIT/ENG.APPROVAL 7
REV PROJECT DRAFTING DESIGN PROJECT " ±� ENVIRONMENTAL RESOURCES
DRAWING No TITLE No DATE DESCRIPTION CODE DRAFTER CHECKER DESIGNER CHECKER MANAGER COMPANY CHRIS METTLER TC Energy ...:
82047-02-MS-02-001 COFFMAN ENGINEERS CIVIL SITE GRADING PLAN A 05/23/2023 ISSUED FOR REVIEW M.002056 LGF MH LGF MH JA ERM DATE ERM MANAGEMENT INC.
B 05/31/2023 ISSUED FOR REVIEW M.002056 LGF MH LGF 1 MH JA ERM 1:.....
C 06/20/2023 ISSUED FOR REVIEW M.002056 LGF MH LGF MH JA ERM ���tH C.A!�O�'�� JAMES MASSEY RNG HUB - NC
.�P.••ESS10'4 RA CHAINAGE: DISCIPLINE
O:OF q:.'y�% # 82047 02
00 06/26/2023 ISSUED FOR 90%DESIGN M.002056 LGF MH LOP MH JA ERM i'?:0 [e 9� �
01 07/21/2023 ISSUED TO ADDRESS NCDEQ COMMENTS M.002056 TM CM TM CM JA ERM 5 1b{651148�I4 PLAN SHEET 1 OF 1
'' �"GI JAMES MASSEY RNG HUB — NC
°''�uI„N1'i..`'' EROSION AND SEDIMENT CONTROL PLAN
01 07/21/2023
REV.NO. DATE PERMIT NUMBER, SCALE DRAVANG No REV
K._1" = 50' 82047 02 00 02 101 01/
TC_UD_BR_24x36.DWG 24X36
CADD DRAWING: DO NOT MAKE MANUAL REVISIONS PLOTTED SIZE: ARCH D (24x36)

12 1 11 10 1 9 1 8 1 7 1 6 5 4 3 2 1
1
8'max.standard st-.h fabric with wire fence
6'max.extra strength fabric without wire fence
H STAKE ON C'
LINEAL SPACING NG
--
Steel _--__ '- .I:Ins* AREA TO BE
js- i,6_TirLiK Plastic or PROTECTED
• riw e ties FILTER SOCK
w're t6-2a. dada 2" X 2"
fe"Ce / WOODEN
Natural /
STAKE gr 3r-4w
• /and WATER FLOW FILTER SOCKAREA TO BE
__ _ a STRAW OR PROTECTED
B°dawnc4° WOOD CHIPS da da
50 FT.MIN 24" the irenchg Filtera [�
WORK A
G 3 �' WORK AREA ‘tell., �lLug��JL,:
g -uir-
;o dOililili
oL'oo0,�p16'�jo D�,yQ16'�ja dDd p_6ja�e I•�'b1Oo�o `"�°o�e l•�-�°�rolwere 1. COMPOST FILTER SOCK TO BE F1LTREXX SILTSOXX OR APPROVED EQUIVALENT.
:er O �:.F4. c' Croston THINS OF SECTIONS OF COMPOST FI SHOUL�elooO� oIOOCJ���p�`-",(r�o�f`-"(f:'�pf`ludi F6,-a ,-ao ,-a�e�, �e�, �e�,�w o�e�• 0 �w a� BE PLANR
, o 04 BC5oe... /Jharoughly ground
SAES AND LOCATIONS.
)°9Oe1 °�(3.1i gOelo0,0.1 toot it 4. ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISPOSED OF WHEN R REACHES
4)e!j o\e!j o\e!j o\e!j o :•:•:.•2•::•:• 1/2 THE ABOVE GROUND HEIGHT OF THE COMPOST FILTER SOCK,
)Hari I• Ii Ii OG '•'yT•f Upslope
Pa:52, 502,WP,8c58WP8c5N, � 5. COMPOST FILTER SOCK SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF
m+n EVENT. DAMAGED COMPOST FILTER SOCK SHALL BE REPAIRED ACCORDING TO
Tr 24• MANUFACTURER'S SPECIFICATIONS.
FILTER SOCK SIZING CHART
P SAFT 6 N(200 m) 12 M(Jag,m) to IN(Noe,.) 24 01.660.1.41m) 32 01.110.0.7n)
91h9ma 91�ov SMSu
'MM. 8.5 IN(180 wm)ee 55 N(24a mm)ee 14.3 N(J00 mm).10 N(4e0 wow)"" 26 IN(650 con).
2(01 LEAS 000(100) 770(225) _ 1000(300) 1300_(400) 1030(500)
6 400(120) 025(150) 550(166) e50(200) 750(22e)
NOTES: 1.STONE SIZE WILL BE 2-3 INCH WASHED STONE NOTES: Figure 6.62a lnsfallanon detail of a sediment fence. 10 200(120) 250(70) 300(90) 400(120) 000(160)
1. INSTALL POSTS 4' APART IN CRITICAL AREAS AND 6' APART ON STANDARD APPLICATIONS. 15 140(40) 170(50) 200(60) 325(100) 450(140)
2.ROCK PAD WILL BE AT LEAST 6 INCHES THICK. 2. INSTALL POSTS 2' DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO 20 100(30) 125(35) 140(42) 200(80) 400(120)
3.THE ROAD ENTRANCE WILL HAVE A GEOTEXTILE FABRIC SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE. 25 60(24) 100(30) 110(33) 200(60) 276(56)
BENEATH THE ROCK PAD. 3. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. 35 ao pe) n(� g5(n) 115(35) KO(SO)
4. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 36 eo(le) 75(23) so(24) to(30) 120(N)
4.IF ROCK PAD BECOMES COVERED WITH MUD SO AS TO 40 e5(1n >6(2» p(24) too(30) 125(3e)
BECOME INEFFECTIVE, ADDITIONAL STONE WILL BE ADDED. DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 45 40(12) 50(15) , s(Ae) tau(24) 100(30)
5.ALL STONE AND FABRIC MUST BE REMOVED DURING ROW 5. WRAP APPROXIMATELY 6" OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. 50 40 02) s0(IS) ss(17) 60(20) `75(23)
E RESTORATION. 7. NO 7. THE^INSTALLATIONORE THAN 4 SHOULD BE CHECKEDS AND ALLOWED ABOVE
FOR ANYY DEVIATIONS BEFORE COMPACTION. a suet WATER 0/4 SHED MOTH PSIS OF N IN(0.0.)RECEIVING LENGTH of 0mNTROL AT
1 114/28 nrm)
Cf
6. THE ROCK PAD MAY BE ENLARGED TO INCLUDE A TURNING RADIUS. 8. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF A TRACTOR, SKID STEER, OR ROLLER (25 wen/24 tart Rep EVENT.
«EFFELINE HECHT a SKS.NAF1ER IN1M0ARON AM)61TH COI(5(AN1 MAO FROM RUNOFF AS OL1ER16N1D
EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS. 6Y 0140 STATE UMy[xSIN.
9. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR NOT TO SCALE
SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.
O CONSTRUCTION ENTRANCE ( SILT FENCE DETAIL O COMPOST FILTER SOCK
NOT TO SCALE NOT TO SCALE NOT TO SCALE
HERBACEOUS PLANTS-Seeding recommendations for primary stabilization HERBACEOUS PLANTS-Seeding recommendations for printery stabilization
Successful development depends on planting date(effectiveness goal: 6 no.-31s.without an ongoing rmintenance program) Successfull development depends on planting date(effectiveness goal:6 no.-3 yes.without an ongoing maintenance program)
NON-NATIVE SPECIES NATIVE SPECIES
Table 6.11.D
........ I Tads 8.11.c
D See Table
dada.. dada..... ......... -........... ..........._.......
dada-dada.. dada..... dada dada. 6.11.d for Fedilizedion Imesi.
Botanical Name/ Naha/ Mountain Coastal Sun/Shade Riparian Installation/Maintenance
O dada....dada.. „- -dada...-. dada..-dada. -dada..... dada....,dada-dada..dada--dada.... Common Name Cultism IMmotlucetl .riatY /limaslana PimMmori Wotentls Vas« ghar iMomatian,cammeMary
O. seedling lbs/acre s Plains tolerant Buffers -No Considerations
1D Sericoe Lespe.n Lespedeza 1 151be By soil bet B/1-NI rent-SM 10/1-4/1 Sun NR NR Yee 'Responds wNlbconbolletl gears Threat n9
9/ mxrseh bona Imaalwaped» rates _
Swibhgms Poniwm vigebm/ N A By soil teat 1211JM5 NR NR Sun NR Well No Responds
well to
Cave-in-Rook only controlled burns..with Practice.Standar&and Spec fcotians
N 3m S other seed ar varisoil eta Table 6.10a emponry oedin Recommendations lee winter and eta rim Table 8.10btem d Recommendation for summer Table s.10e temporary seedingRecommendations torrid'
Nat have similar soil 9 early p pprory seeding porory
Crown Vetch Sew0gera.ra 1 151e Svedl lest 3/154/30 NR NR Sun NR NR Yee Hlghlymm pal., Prefers neutral ail drainageadaptaione.
N (Caroni..da) mmended unless seeding mixture Seeding mixture Beetling mixture
N SwiNhg
ecceda0eeltemee. ress Paniwmvig anu / A By soil test 12/14/15 12/1-4/1 12/14/1 S NR We
ll No Responds wall a species Rme(Mxn) Species Rate(Nxre) Species Rae(Neale
n • eeOtsoolade. Blackwell N only comdled burns.Mi with Rye(gein) 120 German
motile[ 40 Rye(gain) 120
O • 1 to other seed.rietiee Annual Anpe.za(Katie in Piedmont wok Coastal Plain, In the Piedmont and Mountains,a small-stemmed ned Sodangaas nay be Seeding dates
6anilommeraes 6remoo0ma I _ Slb BysMIMt NR Easem rent-5/1 Sun NR NR No Signiinnr maintenance Does not tolerate nigh traffic. that have similar soil Korean in Mountains) 50 sub:sued ate ION of 50 Nacre. Mounbins-Aug.15-bc.15
10lco.ter road anoul.ra only maybe reauiredm obtain .Does
for sodding •
• drainage adaptations.
Cmt annual lespedeza wan duration of bnporary cover is rid b*end beyond June. Seed.ag dates Coastal Plain and Piedmont-Am.l5-Dec.30
3 desired cover Seed.dates Mountains-May 15-Aug 15 Sol amendments
TJ KY 3I Tall Fescue Sda.mrua 1 1001M By mil Mt N156M gMJMS MO-3M5 9unl NR NR YM ttll.d,Nls lmperetl. Acopose for socking
Switchgress Peniam vbgaMn/ N A By soil test 12/1-4/15 12/1-4/1 12/14/1 Sun ' NR Well No Responds well. Mountains-Above 2500 feet Feb.15-Mry 15 Pietlnnnt-May[-Aug.15 Fabwadl haY«epey 2,0006'acre gouts egicubursile.sbne
CO (Fe..arundne.0 mod She. lnatmaintenenmindudes Shatter only controlled burns.Mxwith Betow2500 feet Feb.1-May l Coastal Plain-Apr.15-Aug.15 and 1.000b/xre 1510-10 fere..
J a mnbinmeMgan 3 ta 5 other seed.rieEee Piedmont-Jan.1-May 1 Sai amendments Nils.
Q C that have similar soil Coastal Plain-Dec.l-Apr.15 Foam recommendations mendations o/soil testa or apply 2,000 Nacre remind Apply 4,000 Nacre strew.Anchor straw by tacking with asphalt,
I- KYNue Grass Poe anaemia I 151bs By soil bet 0/155M NR NR Sun NR NR Yes ttrNlisd,it is immunise Prefers neutral soils,nignly drainageetleptatlons. Soi amendments agie.raleeaone and 750Na«e 10-10-10 realm. neeng.oremulch anchoringbd.A ask with Ma.setneMy
W tharmaintenenpe includes compel.,not recommended Foew recommendations of soil Nam or apple 2.000 Nacre ground agriculturallmesmne and Mulch straight can be used ass midi anchoring toot.
0 amnenmentolan unless an acceptable alternative Swibhg»s Penicvm vlge0rm/ N A By soil M /1J t 12M5 1211-4/1 12MJM Sun Yes Yes No Responds well to 750blacre 10-10-10 10 Iodide, Apply 4,000N dra
w aw.Ancher Maw by lacing with asphalneg Maid ng,a a enance
} is not avails. Cartage controlled burns...ill Mulch mulch anchoring tool.A disk with blades set nearly scalp can be used as a Repair and rel«tlixe damaged areas inmedarly. Topdes with 50
W acceptable breoddng 3 to 5 other seed varieties Apply 4,000 lb/acre straw.Anchor sbaw tacking th a.t i
00 by gout aspn rig,«a mulch anchoring coot. mxn anchoring toot Nacre of nitrogen oe March. If it is nepessary m re K
that he.similar soil A<Mk with blades nearly atraigrw can be used as a mulch anchoring trcl. Maintenance brrparary crier beyond June 15,overseed with 50 blare Kde
Q Hard Fescue Fe..brevipila 1 15 I. By soil Net 8/1-6/1 NR NR Shade NR NR No Notrecomme10511 Low growing.bunch grass drainage adaptations. Maiuerwnce ReferElze if goof is no oun d.Reseed.referfilze and mulch (Piedmont and Coasral Plain)or Korean(Mountains)leaped.in
2 (Fbebca WOO.) elopes greats then 5% ReferElize it growl is not My adequeN.TNseed,reiwEfze end michimmed'lel¢ly following imnadaNly idowing erosion or other damage tale February«early March.
Swltohgross Poniwm vigahm/ N A By soil test 12/1 JI15 1L1-Alt 1L1-4/I Sun No Poorly No Responds well. erasion or other damage.
(/) Bermuda Grass Comm. 1 .1e By soil bat NR 015J90 4M5-8/30 Sun NR NR Yes If utilized,die impend. 0bemelyaggreasi.,not Kenlow drained. controlled bums.Mx with
W Smtmainhnence includes commended end should be 3ta5 other seed.rietiea
M aconbinreemgan avoided unless an awe.. that have similar soil
Q a.rnaE.is not e.ilada. • • drainage etlepbEone.
May be ambled orepngged
W Swltohgross Ponicum vigahm/ N A By soil test NR 12/1-5/1 1/1-5/1 Sun No Poorly No Rest.well.
0 Alamo drained mmdwithled burns.Mx w
3 to 5 other seed.riebes
0 • that ham similar dl
✓ drainage adepletlons.
•
N B Indiangrass Sorehaabumnuhne/ N B By soil Nat 12/1JM5 12/1-4/1 12/1-4/1 Sun NR NMI No Responds well. Waetam coastal plain only
Rumesy darned controlled burns.May.
N 3 to 5 other seed orieies
co
that have similar soil •
drainage adapbEons.
0) Indiangrsss Soghaebumnuhns/ N B By soil Mt 12/1J/15 1211-4/1 12114M Sun NR Well No Responds well. Wesem coastal plain only
Osage drained controlled burns.M5 with
CO
3 to 5 other seed varieties
a
that havesimilar soil
2) Orainageape atlapbEone.
N
C
W
0
I-
w
c
re
A
2
w
D O NC DEQ PERMANENT SEED MIX TABLE 6.11 B O NC DEQ PERMANENT SEED MIX TABLE 6.11 C C) NOT
SEEDING
NOT TO SCALE E NOT TO SCALE NOT TO SCALE
m
C
O
iii REFERENCE DRAWINGS "5 REVISION APPROVAL PROFESSIONAL ENGINEER/RPT PERMIT/ENG.APPROVAL 1
j DRAWING No TITLE No DATE DESCRIPTION PROJECT
DRAFTER DRAFTING
CHECKER DESIGNER DESIGN PROJECT
CHECKER MANAGER COMPANY CHRIS METTLER 'n/ :•:5::-� ENVIRONMENTAL RESOURCES
00 A 05/23/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM DATE tI TC Energy ERM MANAGEMENT,INC.
.92 B 06/01/2023 ISSUED FOR REVIEW M.002056 TM NH TM MH JA ERM `1511 IIl1Ayy1F7
m , tN CAW A, JAMES MASSEY RNG HUB - NC
C 06/20/2023 ISSUED FOR REVIEW MTo- .002056 TM MH TM MH JA ERM �.`Q.,.g5S/�/4 i
U `=of ;'• FACILITY$ 82047 ENG STATION: DISC# 02
U 00 06/26/2023 ISSUED FOR 90%DESIGN M.002056 TM MH TM NH JA ERM _ J.1/I y1'�'gyp
01 07/21/2023 ISSUED TO ADDRESS NCDEQ COMMENTS M.002056 TM CM TM CM JA ERM y')fV1514-
DT-24 ' NOTES AND DETAILS 1 OF 3
/ ;��M��tr JAMES MASSEY RNG HUB - NC
-12 EROSION AND SEDIMENT CONTROL PLAN
01 07/21/2023 7 SCALE DRAWING# REV
U / REV. NO. DATE PERMIT NUMBER: N.T.S. 82047-02-00-03-100 01,
TC_UD_BR_24x36.DWG 24H36 I
CADD DRAWING: DO NOT MAKE MANUAL REVISIONS PLOTTED SIZE: ARCH D (24x36)

12 1 11 10 1 9 1 8 1 7 1 6 1 5 4 1 3 1 2 1 1
r 1
H
TYPICAL ATRA ANCHOR SYSTEM ATRA ANCHOR INSTALLATION- NO TENDONS ........... GEOWEB CEu SIZES GEOWEB P!OEACT CODE FORMAT
B- STEPS: CRTVDWWLL+MODIFICATIONS ATRAB KEY CONNECTION DETAILS
1. zroN ATRA ANCHOR NEXT TO UP SLOPE CELL -CELL EXPANSION RANGE
WAL "• WHERE: _ GEOWEB CONNECTION NOTES: I INSTALLANCHORS
:NOMOCOONARINBI64%!* OF 2 DRIVE ATRA
STAKE OR INTO
TIE ROUND UELL NTIL ARM "i..y "A•e "e•n "1^^ "roe ,L CELL DESIGNATES V250,30 of 40 1. THE TOP CONNECTION
NO ADJACENT I I I` AND TENDONS PER
3. ENLACE ARM of ATRA CLIP To CELL WALL AND MP
CELL S SHALL BE FLUSH , I •1 MINIMUM 6 PAD THICKNESS
�'A.4 DRIVE UNTIL TIGHT. »,.�. LENcrH °0 CELL DEPTH-o,a 6,8 Dr 122. WHEN corvnecrwc. AS SPECIFIED ON GIE
�:*.e,•4.8,.,�, CELL 44.8 8.02 9.2 9.65 1.07 LL:sgCTI°N c°TM LENc2oV:a NV.25'dew 34 END I CU SPECIFICATIONS N PLANS
�'N, �•ONe• - WIDTH/J (289) (204) (234) (245) (281j SECTION ELL TH a 21 29& 2. ALTER THE
AND END TOR
�� • ��'.','. :•�.�•••�.�•�•:A STEP 1: INSERT THE LOCKING MEMBER z MODIFICATIONS:
CONNECTIONS. .(\�.,(\/�� DETAIL
vas• 3. THE GEOWEB PANELS SHALL BE \l OF
sew••♦ :❖: rc
''''•''''''i,,,js jj��9,,, „•„ OF THE ATRA TENDON CLIP THROUGH P: PERFORATED STRIP CONNECTED WITH ATRA KEYS AT
THE-SLOT IN THE CELL WALL. TURN CELL S1: SAND COLOR FASCIA STRIP ONLY EACH INTERLEAF AND ENO TO
-
CELL LENGTH G1: GREEN COLOR FASCIA STRIP ONLY END CONNECTION. ,I 1" INSTALL GEOWEB NEAR TO
G eeeese 29 CELL GEOWEB SECTION••• THE CLIP 90 DECREES TO LOCK. WIDTH J1.3 1025 11.39 12.39 13.n T. INTEGRAL-sLor I 1 I EXISTING GROUND AND THEN
MAN 6 ® (460) (260) (289) (315) (360) 1•4 1• III EDGE OF PAD
ExAMPLe BACKFILL WITH SOIL TO
vaR 6s 30V CELL TYPE. 10 CELLS WIDE,29 i�tt ) MATCH EXISTING GRADE _ _ �����•��0�� 1
mow.ins 3Dv CELL TYPE 6 DEPTH.
m w � T TENDON THROUGH THE INCHES OFATRA ANCHOR DETAIL CELL 1-SLOTS III ' = = = = •� = =
CELLS LONG PERFORATED STRIP WITH
OPENING IN THE ATRA TENDON CLIP. LENGTH 4,- _
w WIDTH
r 1801 2066 2188
a NOTES: WIDTH IM
' 1. ATRA ANCHOR LENGTH AND SPACING WARY ® U2o6)(430) (457) (522) (556) STANDARD GEOWEB®SECTION DIMENSIONS �••••
�..�, o..s,w o-u.w.nm STEP 3: PULL THE TENDON UP AND WHEN A.r0 DESIGN REQUIREMENTS.FOR. ••••••••• �_�•_• • •-- , f
J (120 1692 41111
w.m�or OVER THE POST OF THE ATRA TENDON 2. WHEN ATRA ANCHORS ARE USED FOR �■. I---
SECTION A-A SECTION B-B CLIP. ANCHORAGE.ENSURE ANCHOR STAKE CLIP ....�•. ...,..i�q�
M ENGAGES WITH T TOP OF THE CELLEXPANDED
3. TENDON TYPE AND SPACING VARY ACCORDING
TYPICAL ATRA TENDON CLIP AND TENDON SYSTEM GEOWEB SECTION SIZES
P TO DESIGN EQUIPS OR S. <;�I - ..
4. ATRA TENDON CLIPS OR ATRA ANCHORS SHALL
STEP 4: TMST THE TENDON TO FORM BE PROVIDED AT END OF GEOWEB SECTION TO GW20V-10 CELLS WIDE
A LW PREVENT TENDON FROM PULDNG THROUGH MIN EXPANSION MAX EXPANSION
xs I III III III III III III I I 1-I 1I-
'•. :e: 5 THE WEB. LONG LENGTH WIDTH LENGTH WIDTH NOMINAL AREA G • ,'
••, MIN. 1 SECTION z MIN. 1 SECTION G
18 12.0 3.J 9 8145 4.4/ 112 10.4 �-
AT.ANCHOR
AND OR ATRACREST TENDONAGE HCDPS CUPS/TENDONS MAY F.
14.0 4.3 16.9 5.1 131 12.1 WIDTH SEE DETAIL O
�`OM ',eM•S••M•,'.iM M0 REQUIRED P z1s 16.J s.1 yy WIDTH SEE DETAIL O
vas,p 6. REQUIREMENTS DESIGN.
2s 1 ii:'T i:i iai is:e o c s ova �� GEOWEB TO BE
,1jj,. s z. .]z.3 .ii:u•rr.•r.u• ••
.,"m.,e .ease.A
--------- e o
•••e• SjyN•'•yNO.FyN•OyN•_O_y BE
ANCHOR HALL RE uu••••••••••••••.:
•iiiiiiiiiiiiiiiii• ,�.x
p PREPARED BY A COMPETENT ••••••••••••••••�
E -,ejjeej,�:• •jeeeeeeee_______ PROFESSIONAL 34 22:J 6.9 2J.3 8.3 212 19.J ir%%%%%%%%%%%%%%
•�''O.,e FAMwAR WITH ENcwEERINc concEPTs. 9 se ��. eP "-�. MINUMUM GXVAL OR
❖• a STEP 5: FOLD THE TNDON LOOP BACK .r •' `� EQUIVALENT
❖••••• 1s cp••cR•owce srcnoxeeeeee'•e• DOWN OVER THE POST GW30V MI 8 CELLS WIDE (>d 1'., •• •••edIIil{^'
N EXPANSION WAX EXPANSION NOMINAL AREA �03 9 N �yii�S : ISOMETRIC VIEW OF
CELLS LENGTH WIDTH LENGTH WIDTH PERFORATED STRIP WITH I-SLOT
PLAN LONG ft m ft M f`6 10 It7. m2. jt;432 133 mmv T�� 4aO, O or
••
18.0 5:5 355 6.g ray
PRESTO®PRODUCTS CO. 25 10 66 T T se a:a 6� PRESTO®PRODUCTS CO.
WARES oo a�w .,..was�ww,ww�r STEP 6: PULL THE TENDON SO THE 29 1 30.° 91 1 1 �F
fp"'q" SLACK S ELIMINATED AND IT IS TIGHTLY sac x°RTx veuxxs sTR¢T 230 21.4
,wslsTox w w1♦ 34 291 89 35.1 10.J 2J0 25.0 } sr9 xoum vela xs sin a
- SECURED TO THE CLIP. exc'/ae'axe r/ L l exolie,ixe vn4
-.-- wm.PREaen°nrr cw40v 5 CELLS WIDE
'off f}A aR°O+ "''".Ri610f0C01 NOTES:
® MN EXPANSION MAX EXPANSION NOMINAL ARU COLLAPSED (,1,6./ LQ
�, "ti"^^w.mw,. GENUINE GEOWEB E G LtNor WDrH iENASH WDTH rt2 Mj GENUINE GEOWEB
, •,�„m„ a, ANCHOR DETAILS L21 2sa Joos1 za zs za SECTION DIMENSIONS 1. GEOWEB TO BE INSTALLED AT PERIMETER OF SLAB TO PREVENT FILL EROSION FROM PAD. REFER TO
08 940
}ease 110 2J3 2s:3moaEoaLea ,Ta„r�Mcsman Ta.BL,rms of DETAILS F AND G FOR MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. CONTRACTOR TO FOLLOW
SECTION A-A SECTION B-B v969Tg rouwEsa sup NITA PRE REGISTERED TR•DEwwxS OF 25 35.2 10.) 42.8 13.1 325 30.2 Ann
29 4°.9 1i5 T T as PIII THIS DRAWING IS coPYRICHTED AND BASED UPON THE usE of c ROD eCTZ MANUFACTURED BY'RE"d'RO01M15 MINIMUM INSTALLATION STANDARDS PER MANUFACTURER AND TO COORDINATE WITH MANUFACRUTER.
DATE JUNE 2013 FILE NAME G 34 J.9 1.6 Sg;2 jj,g PRESTO GEOSYSTEMS. ANY USE OF THIS DRAWING FOR PREY PRODUCT OTHER THPN THAT DATE JUNE 2013 FltE NAME G
'per"®"'�"`"'�Aw"um 6m'•`W"'"r"'®w'�Amman...cow ow mamma,.�"`ot more mu m"`�w�'®""'RHmvara e. SCALE N15 SHEET 1 Qxo10 vRcno cEosmws MANUFACTURED BY PRESTO GEOSYSTEMS IS STRICTLY PROHIBITED. SCAL£NTS SHEET 1 Qxo10 PRESTO x<bmEusWG
E
O
GEOWEB® PRODUCT SPECIFICATION O GEOWEB® ANCHOR AND TENDON DETAILS O GEOWEB SOIL STABILIZATION AT EXTERIOR OF PAD
NOT TO SCALE NOT TO SCALE I NOT TO SCALE
Practice Standards andSpeciffcations
HERBACEOUS PLANTS-Seeding recommendations for primary stabilization
HERBACEOUS PLANTS-Seeding ree.nr endations for primary stabilization Table 8.11.d
Successful'development depends on olantina date(effectiveness coal:6 too.-3 vrs.without an oneoina maintenance oroeraml
Successful'developmem depends on olantina date(effectiveness coal:6 too.-3 vrs.without an oneoina maintenance oroeraml NATIVE SPECIES Seed Mixes for Native Species(Ibsfac)
NATIVE SPECIES
D Tahoe 611 a(cant) Table 8.11.c(cool) When Mixed with 3,4,or 5 Other Native Species
(See Table 6.11.a for nurse crop species to be added to these mixes)
See Table
6.11E for FerNFza5eA bysne I
E Common Name Botanical Name/ Native/ coastal Sun/Shade Iaprian Imtallalion/Maintenance ... .... . ... .. ....... ........ (total4epeeles) (toteler 4Other
speeles) (totalspeeiea)
ydery limestone Mom.. Piedmont Wetlands Yes r Other bbrmetion,comma..
in an yr Menaced seeable Ite/acre Plaint tar.m Buser No crrider.tiam .. ......... .... .. -,..,. .... ...... .,...., ..... ..... Switch Grasses(A) 3.51bs. 3.01bs. 2.5 lbs.
V rates
V Indiangrees Sorynadium rums/ N 0 Bye... 12/14/15 12a-4/1,121140I Sun NR Wet No R.pona well m comdled Wbstemmeetel pain only
Cmwm n drained roleta.ms 0o 5omr oil Little Bluestein Schizachyrium N E By soil met NR NR 12/14/1 Sun NR We'll No Responds well Warm season grass hdian Grasses(B) 7.0 lbs. 6.0 lbs. 5.0 lbs.
.es Mdp100000 similar
NQ drainage adaptations. ecoparium/Common drained 3 to 5 otter seed Nix with _
N 3 m 5 other seed ydetles
Indiananaa Sre.rn.rn n.ns/ N B By soil lest NR '12/1-WI'1/1.1 Sun NR Nbll No Responds well to Only lndengrese adapts.b That hate similar soil -
Lrnem. drained contralea burns.Mx* Eastern coastal plain gone el arai drainage adaptations.
Deertorgue(C) 6.0 lbs. 5.0 lbs. 4.0 lbs.
Cs! 3 m 5other seen varieties nag P
MMus.similar soil
O Sweet VVooareea Cinna arundinacea N F By soil test 12/14/15 12/1-4/1 12/14/1 Sun Yes Poorly No Mx with 3 to 5 other seed Warm season grass
dninapeaapeaam. mod.Shade well drained varieties that have similar
Dorm,. Oicto.inn N C Bye... 5/1J/15 5/1-4/1 NR Sun& Yee Pooh No Responds milt* soil drainage adaptations Big Bluestein(D) 7.0Ibs. 6.0 lbs. 5.0 lbs.Dorm,.
-0 tl.rrd.Orxm/Trap. SM. - drain.. c°ntrdled Wine.asxwtth
drought 0BSo.rseedsoil Rice°uprose Leemieoryzoides N G By soil test 12/14/15 1211-4/1 12/14/1 Sun Yes Poorly No Mx with 3 to 5 other seed Warm season grass
J • Mrnwro.imnanal drained varieties that have similar Little Bluestem(E) 7.0 lbs. 6.0 lbs. 5.0lbs.
7( C .drainage aapteaom.
soil drainage adapatione •
•
I- Big0uestem Androp.g.garenlii/ N D Sysdliest 12/14/15 12a-4/1 NR Sun NR .mill No Responds well to want seasongraes
W RW.. drained controlled Wrm.Mxwl. Indian WoodoaN Chasmanthiumlalifolium N H Bysoil test 3/1-5/15 2/15-4/1 2115- Sun NR Well No Mx with 3.5.nm-seed Cool season grade
3.5 other seedy... 7115-0/15 8/15- 9/1-11/1 mod. drained varieties that have similar Sanet Woodreed(F) 2.5 lbs. 2.0 lbs. 1.5 lbs.
} M nave similar soil • soil drainage adaptations
W drainage aaiadaptations. -
•
Virginia VMldRye Elymus virginicus N I By s oilbst 3/1-5/15 2/15-4/1 2I15- Sun& NR Wet No Mx with 3 to 5 other seed Cool season grass
CO Bp S... Arp.290n parr.,/ N D Sys... 12/14/15 12/1-4/1 NR Sun NR Weill No Responds well to Warm season gm. J115-B1158/15- 9I1-11/1mde. drained wrietiesthat hawsimilar Rice CUtgf83s(G) 6.0 lbs. 5.0• lbs. 4.0 b5.
•
Q xew _ drained controlled burns.SexwiM
3m Sourer seed rene.es •
soil drainage adaptations
that Haw similar soil
Wdrainage ad ions. Eastern BOaebmsh Elymus hysMx N J By soil test 311-5/15 2/15-4/1 NR Sun& NR Well No Mx with 3 to 5 other seed Cool season grass hdlan Wo0d0ats(H) 2.5 lbs. 2.0 lbs. 1.5 lbs.
M 9g bu.e. ..opogongerora N D Bye... 12n4n5 12,4/1 12/1-5n Sun NR wen' No Reapondoe,.M INS season.... Grass • 7I15-8I15 ens- mod. drained varieties that have similar
Q Earl drained mnadled Dums.MxwiM soil drainage adaptations3m soM.r...dyde.. Virginia Wild Rye(I) 6.0 lbs. 5.0 lbs. 4.0 lbs.
W Mr nave050Irood Soft Rush Juncos OW. N K By soil test 12/1- 1211-5/1 12/1- Sun Yes Poorly No Mx with 3 to 5 other seed
5
V drainage ama.one. 0115- 9/1-11/1 drained varieties that have similar
soil drainage adaptations
0 Lisa Bu.tem Sdrizearysirm N E eyed.test 12/14/15 NR NR Sun NR Wait No R.pona wet Warm season grass •
Q aroprlum/Alain drained controlled bums Maw. Shallow Sedge Carex luride N L By soil test 12/1- 12/1-5/1 12/1- Sun Yes Poorly No Mx with 3 m 5 other seed
Eastern BDR ebrush Grass(J) 2.5 lbs. 2.0 lbs. 1.5 lbs.
0 p 3m 5 other seedy...
8I15- 9/1-11I1 drained varieties that haw similar
U homey similar.dreinapeaapa.ons. _ soil drainage edeptedene
Soft Rush(K) 2.5 lbs. 2.0 lbs. 1.5 lbs.
01 Little... SCMzedenire N E Bye... 12M4/15 12/1-G1 NR Sun NR W.111 No Rands wellm Warm season grass Fox Sedge CarexvUlpin.d0e N L By soilkst 1211- 1211-511 12/1- Sun Yes Poorly No Mxwlth 3 to 5 other seed
ecvpre4n/Gmmron rend controlled burin.Mew. 8115- 9/1-1111 _drained varieties that have similar
NDIBBVPaerimeinsoii . •soil drainage adaptations •
Sedges(L) 2.5 lbs. 2.0 lbs. 1.5 lbs.
- .mega adepteaons.
E NOTE:
m 1.Seeding rates are for nulled seed unless otherwise noted.
i 2.FeMlinu 8 Limestone-rates to be applied in abseil.°rani&...Recommended application rate assumes signitimntlydisforbed site soils with little or no residual value. NOTE:
3.NR means Species not recommended for this region or applicationarea.
rn With the dative varieties,the seed mix should be in the range of 15 pounds per acre.Depending on availability
4.Native,warm season grasses require sixor more months m germinate under optimum conditions. they planted Me summer,Men a whole ill M1 ae year will m pass before they germinate.
N If ltd i of native seeds adaptable to North Carolina,the percentage of a particular variety used may be reduced or
e 5.oys.g designation as ended fora by the N.L.Exotic Pest unless
Strolll sf N.C.NaayPlant applied.
W s.spdeeme Is novecommenaea for immediate s&&nmaon unless terrain is flat,neaWmwcn is applied and no over immediate smbillmeon method is practical. increased accordingly.Although diversity is desirable,it Is Imperative that the primary crop develop and
0 J.Sodding for immediate stabilization-see prlmaryatabillm5on Chas(other information column)and Section 0.. become an effeotioe protective cover.h addition to the native species mix,additional nurse crop species must
I- 8.Long term stabilization can only be accomplished with an adequate,Immediate,and puma rysbblllatlon program.To achieve long term protective cover with Me species listed In be included to provide immediate stabilization and an adequate ground cover.
N
C
Rex 518n
N
6.1 Ll9
M A
EC NC DEC PERMANENT SEED MIX TABLE 6.11 C (CONT'D) O NC DEQ PERMANENT SEED MIX TABLE 6.11 C (CONT'D) O NC DEQ PERMANENT SEED MIX TABLE 6.11 D
J NOT TO SCALE K NOT TO SCALE L NOT TO SCALE
Li
d)
c
O
REFERENCE DRAWINGS REVISION APPROVAL
(PROFESSIONAL ENGINEER/RPT PERMIT/EEG.APPROVAL
j DRAWING No TITLE No DATE DESCRIPTION PROJECT
DRAFTER DRAFTING
CHECKER DESIGNER DESIGN PROJECT
CHECKER MANAGER COMPANY CHRIS METTLER I::, :� ENVIRONMENTAL RESOURCES
00 A 05/23/2023 ISSUED FOR REVIEW M.002056 TM NH TM NH JA ERM DATE t� TC Energy EiieRM MANAGEMENT,INC.
mB 06/01/2023 ISSUED FOR REVIEW M.002056 TM NH TM NH JA ERM `Y0ItC0/is%r/
C 06/20/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM vx<�• O( JAMES MASSEY RNG HUB - NC
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o 00 06/26/2023 ISSUED FOR 90%DESIGN M.002056 TM MH TM MH JA ERM 2,e,µy>✓��p T(�'I`''
01 07/21/2023 ISSUED TO ADDRESS NCDEQ COMMENTS M.002056 TM CM TM CM JA ERM /�� S "•"1Q" ,
. 0/-LI-L NOTES AND DETAIL 2 OF 3
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%, ��a1a� JAMES MASSEY RNG HUB - NC
12 EROSION AND SEDIMENT CONTROL PLAN
01 07/21/2023 7 SCALE DRAWING# REV
U J REV. NO. DATE PERMIT NUMBER: N.T.S. 82047-02-00-03-101 ��.../
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CADD DRAWING: DO NOT MAKE MANUAL REVISIONS PLOTTED SIZE: ARCH D (24x36)

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O> G PLASTIC GS S(1TP.) REINFORCED MESH EITHER INDUSTRIAL ROW y
O O> <O 1.1 SIDE LINING OR STAPLE POLYPROPOLENE OR STEELM MESH ESH WITH '�''�
I //� /�\ er BE MAX OPENING STEELLM SHALL
O O O O O is MIN. 2./Mai ME(NM LP.Foicr MO FUER ReFaC TO POSTS.NO Capp Ili.12,w.,xro T.Dam c FENCE
G A ONCRn E 8'MIN.
WASHOUT / "ww V.M.,
SECTION A—A SUPPORT STAKE*
CLEARLY MARKED NOTES: MIN 13.5 GA WIRE I �t •x.,mo cRwx
A CONCRETE ' NOTING
1,CONCRETE WASHOUT STRUCTURE NEEDS TO BE �p,1 w NOTING DEVICE 3 �^.'
ciNiiouI (18"x 24") CLEARLY MARKED WITH SIGNAGE NOTING DEVICE. • ��1I F_ MX
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE A COMPACTED SLOPE ♦'/ x �
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES UNDISTURBED BACETEL FLAT,neac`O'O /////•"
GROUND z V..•...O
PLAN 75% OF THE STRUCTURES CAPACITY. / wRaFAIL.•*oAM�
3. ACTUAL LOCATION DETERMINED IN FIELD —�� A ESB ,NNM
E ANCHOR STAKES
BELOW GRADE WASHOUT STRUCTURE s Ts• ENCH ° M•<M.L MO COMM,R<TRMTB NR L,o,v„M sow
NOT TO SCALE Fr MN„HD OM MMM
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HIGH COHESIVE 1 O-O MIN. (U OR T)STAKES =_
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ACOHES COHESIVE rriw FT.
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A A\,_ GU o C O ny> N SECTION B-B SUPER SILT FENCE NOTES:
/ V V ✓ V 1\ 8 NOTES: I ANT Cr COMM LINK FENCNO SIYLL BE PROPERLY CONSTRUCTED AND FASTENED SECURELY TN THE POSTS W.MIRE 116 SR STARES
—B 'f 1.)FABRIC WIDTH SHALL BE 42 INCHES MINIMUM. STAKES SHALL BE HPRDW000 OR EOUNALENT STEEL(U OR T)STAKES. 2.POSTS NEED NOT BE SET IN CONCRETE
NOTES: rig INCH SUPPORT STAKE SHALL BE DRIVEN TWELVE(12)INCHES MINIMUM INTO UNDISTURBED GROUND.
SANDBAGS EDP.) 2.)SILT FENCE SHALL BE INSTALLED AT EXISTING LEVEL GRADE. BOTH ENDS OF EACH FENCE SECTION SHALL BE EXTENDED
oR sTnPLEs 1. ACTUAL LOCATION DETERMINED IN FIELD 3.THE MIER FABRIC SHALE BE FASTENED TO THE OWN UNK FENCE W.REST EVERY 24•AT THE TOP AND MID.C1aN.
AT LEAST EIGHT(8)FEET UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT.
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED
/,-T,:,LEARLY MARKED SIGNAGE 3.)SEDIMENT SHALL BE REMOVED WHERE ACCUMULATIONS REACH HALF THE ABOVEGROUND HEIGHT OF THE FENCE.
CORCoEWASHOUTE "DYING DEVICE(18"X 24") WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE 4.)ANY SECTION OF SILT FENCE WHICH HAS BEEN UNDERMINED OR TOPPED SHALL BE IMMEDIATELY REPLACED WITH A ROCK
5.FABRIC IAAD FENCE RLABSHA BE EMBEDDED DEAIf WNEREu1WJ SECTONS OF FABRICADJOIN.THE OVERLAPPED FABRIC Sx4L BE FRAMER TOGEMETS
D STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY FILTER OUTLET. SAND ASSUMin To x[CAAN USE FENNCE.°E0
I I WITH A MINIMUM 12 INCHES OF FREEBOARD. 5.)FENCE SHALL BE REMOVED AND PROPERLY DISPOSED OF WHEN TRIBUTARY AREA IS PERMANENTLY STABILIZED. 6 4•Br a PRESSURE TREATED POSTS kW BE SUMMED FOR METAL FENCE POSTS MYTH THE APPROVAL OF THE CHIEF INSPECTOR OR
3. CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY EMVIRONMDeA1 INSPECTOR.
7.PLAN MARKED WITH SIGNAGE NOTING DEVICE. W.LENGTH OF SLOPE M3OVE THE FENCE SHAL1 NOT MEER 400 FEET IN STEEP THE APPROVAL OF DIE CHIEF INSPECTOR OR ENVIRONMENTAL INSPECTOR. TERRAIN.IN FLATTER ARF/S THE HERMITS CAN BE MENDED
E ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
O CONCRETE WASHOUT AREA BELTED SILT RETENTION FENCE 0
SUPER SILT FENCE
NOT TO SCALE N
O NOT TO SCALE NOT TO SCALE
COMPOST FILTER SOCK SIZING
D CFS NO. CFS DIAMETER(IN)
E 1 12
a
v 2 12
3 12
CO
a 4 12
04 E&S QUANTITIES 5 18
a 6 18
1211 Compost Filter Sock 1576 FEET 7 24
N 18" Compost Filter Sock 742 FEET 8 18
a c 9 18
O 24" Compost Filter Sock 146 FEET 10 18
Tn
GEOWEB (GX2OV MINIMUM) 392 FEET lz 18
2 *GEOWEB quantity is assumed linear feet* 13 12
w 14 12
15 12
w 16 12
0 17 12
o g 18 12
8T 19 12
TB
2 20 12
ED 21 12
E
22 12
m 23 12
U
w` 24 12
25 12
c 26 12
ED
g A
m
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LI O COMPOST FILTER SOCK QUANTITY TABLE COMPOST FILTER SOCK SIZING CHART
NOT TO SCALE 0
O NOT TO SCALE
0
m
c
O
REFERENCE DRAWINGS N REVISION APPROVAL (PROFESSIONAL ENGINEER/RPT PERMIT/ENG.APPROVAL 1
E REV PROJECT DRAFTING DESIGN PROJECT
U DRAWING No TITLE NO DATE DESCRIPTION CODE DRAFTER CHECKER DESIGNER CHECKER MANAGER COMPANY CHRIS METTLER TC Energy
O0 A 05/23/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM DATE 97 MANAGEMENT,INC.
mB 06/01/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM \`�A1)11,,,,''
C 06/20/2023 ISSUED FOR REVIEW M.002056 TM MH TM MH JA ERM (� JAMES MASSEY RNG HUB — NC
771 `50P.•FESS/O,/B 5 FACILITY# ENG STATION: DISC#
o 00 06/26/2023 ISSUED FOR 90%DESIGN M.002056 TM MH TM MH JA ERM _2:y��T,C �'p�9�,.yy�. 82047 02
Cl 07/21/2023 ISSUED TO ADDRESS RODEO COMMENTS M.002056 TM CM TM CM JA ERM �'J)I aYTl4".5 W 1��"
A U 5:r NOTES AND DETAILS 3 OF 3
.,,,���� �M�4�MM;4kG Neel DAMES MASSEY RNG HUB — NC
EROSION AND SEDIMENT CONTROL PLAN
01 07/21/2023 7 SCALE DRAWING# REV
C.) / REV. NO. DATE PERMIT NUMBER: N.T.S. 82047-02-00-03—1 02 01,
TC_UD_BR_2436.DWG 24%36 I
CADD DRAWING: DO NOT MAKE MANUAL REVISIONS PLOTTED SIZE: ARCH D (24x36)