NCC241627_MODIFICATION Supporting Documents_20240910

SYMBOLS LEGEND
© GAS METER 0 MDH
a POST W/O SIGN Da WATER VALVE
NCDEQ PERMIT DRAWINGS PREPARED FOR SIGNPOST SCO
DRAIN Q STORM MANHOLE
Qs MANHOLE ® ELECTRIC METER
-G.- POWER POLE 0 MONUMENT PIPE 1 21 REPLACEMENT . TRAFFIC SIGNAL WATER VALVE
© COMM PED U DRAIN
0-, FLAG POLE ❑E ELECTRIC HANDHOLE
LIGHT POLE CI CABLE HANDHOLE
pd GAS VALVE O MONUMENT REBAR
0' WATER WATER METER ` UTILITY POLE
j MAILBOX ® WELL
a SIGN
2023 RALEIGH PHASE ,G GUY WIRE
O GAS MARKER
Q UTILITY MARKER
LINE TYPE LEGEND
PROPOSED GAS
E ELECTRIC
WAKE COUNTY, NORTH CAROLINA SAN SANITARY
W WATER
G GAS
OH OVERHEAD POWER
J U LY 29, 2024 S FIBER
T TELEPHONE
FO FIBER OPTIC
WATER EDGE
— — ROAD CENTERLINE
PROJECT ROAD
LOCATION
DRIVEWAY
•ijk
PACE
�� � PROJECT CONTACTS — TEMPORARY
DRAINAGE BASIN
04 GAS ENGINEERING Hcse Number Inc.of the Carolinas,N.C.B.E.L.S.
41.4%
� ■�,� License0S. Number e116
. � 440 S.Church Street,Suite 1000,Charlotte,NC 28202,
„dill JOSUE ALCARAZ51704.338.8700
(919)��■� JOSUE.ALCARAZ DOMINIONENERGY.COM
JONATHAN GATES
iAl ce0.111#11111111/► � AI Av. 4. ,
11 Nil 141
� [e-mail] _ „ -A Date:2024.07.29 lt25:50 Ts QQpuuu4ry
' -LAT:N035.784051 �_� 0 ,d O pFESSI0;7q/4:'',.
ENVIRONMENTAL L°NG W076683786 Q =
Q SEAL
CLAIR SNODGRASS y' 050,0
ll
[phone] ', ' ' -
WESTERN BLVO *.
[e-mail] ` ``per LAT:N035.774779 r ' ✓pNF!✓GINEERy,s•
LONG:w078648421 ',g 4THANtGP`s,``
STACI ROGGE NCDOT -
[phone] r - . - ,-', W CABARRUS ST
PIPE SUMMARY
[e-mail] - ' EX-1 EX-2 EX-3 EX-4
SIZE:
�+ AVENT FERRY RD - fe,7, LJD:
INSPECTION 4,g >. MATERIAL:
CITY OF RALEIGH GRADE:
DAVID KNOTT ,�y j�p SPEC:
[phone] 4, i.tiS .-
_ WALL/SDR:
[e-mail] i'. '1J ~" � COATING:
INDEX _ - �� COATING:
DRAWING NUMBER TITLE SHEET NUMBER o FOOTAGE:
10303306-OOG-1-001 COVER SHEET 001 Sao T I L., .,.y TEST PRESS:
--- DSGN PRESS:
10303306-0OG-1-002 NOTES SHEET 002
MAOP:
10303306-01C-5-001 ALIGNMENT SHEET 003
10303306-01C-5-002 ALIGNMENT SHEET 004 PROJECT DESCRIPTION P , P 2 P 3 P 4
SIZE: 12.750"
10303306-01C-5-003 ALIGNMENT SHEET 005 LJD: ERW
10303306-01C-5-004 ALIGNMENT SHEET 006 MATERIAL: STEEL
10303306-01C-5-005 ALIGNMENT SHEET 007 DOMINION ENERGY NORTH CAROLINA(DENC) PROPOSES TO GRADE: X52M
10303306-01C-5-006 ALIGNMENT SHEET 008 CONSTRUCT A NEW 12" STEEL NATURAL GAS PIPELINE TO REPLACE AN SPEC: APISL
10303306A 1C-5-007 ALIGNMENT SHEET 009WALL/SDR: 0.375"
10303306-01C-5-00 ALIGNMENT SHEET 0 EXISTING 8" NATURAL GAS PIPELINE IN THE CITY OF RALEIGH, WAKE COATING: FBE
10303306-01C-5-009 ALIGNMENT SHEET 011 COUNTY, NORTH CAROLINA. THE EXISTING 8" LINE WILL BE GROUTED COATING:
FOOTAGE:
10303306-01C-5-010 ALIGNMENT SHEET 012 AND ABANDONED IN PLACE. TEST PRESS:345PSIG MIN.
10303306-01C-5-011 ALIGNMENT SHEET 013 DSGN PRESS:1,529 PSIG
10303306-01C-5-012 ALIGNMENT SHEET 014 MAOP: 230 PSIG
10303306-01C-5-013 ALIGNMENT SHEET 015 NO_ E. REV1$1.. DP, O.-E NTS
10303306-01C-5-014 ALIGNMENT SHEET 016 1 LCM ISSUED FOR REVIEW 12/23/22 O",-
08/10/22
10303306-01C-5-015 ALIGNMENT SHEET 017
2 LCM ISSUED FOR PERMIT 04/10/23 O,u,,,,
FOR PERMIT 11/16/23 LCM I KRW JCG
10303306-01C-5-016 ALIGNMENT SHEET 018 ET
43 ACACZ Z UISSUEDPDATED WORKSPACE 04N 2/24 SHEET
p01 OF 031
10303306-01C-5-017 ALIGNMENT SHEET 019 5 ACZ UPDATED WORKSPACE 07/29/24 6 RROJECL° "'
10303306-01C-5-018 DOROTHEA DIX STAGING YARD EASEMENT EXHIBITS 020 WAKE OCOUNTY,NC
10303306-03R-7-001 DETAIL SHEET 021 7 COST CENTER>
10303306-03R-7-002 DETAIL SHEET 022 8
10303306-03R-7-003 DETAIL SHEET 023 9 5
10303306-03R-7-004 DETAIL SHEET 024
10303306-03R-7-005 DETAIL SHEET 025 Dominion
10303306-03R-7-006 DETAIL SHEET 028 SAW Energy°
10303306-03R-7-007 DETAIL SHEET 027
10303306-03R-7-008 DETAIL SHEET 028
10303306-03R-7-009 DETAIL SHEET 029 aO EO„H M121 REPLACEMENT,2023 RALEIGH PHASE
10303306-03R-7-010 DETAIL SHEET 030 eFWma0„=E COVER SHEET
10303306-03R-7-011 DETAIL SHEET 031 DIVISION/DISTRICT.
NOT RESPONSIBLE FOR ACCURACY
10303306-00G-1-001

SYMBOLS LEGEND
PROJECT DESCRIPTION GENERAL EROSION CONTROL NOTES 13. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, 13. ANY STEEL PLATE EXPOSED TO LIVE TRAFFIC SHALL HAVE TEMPORARY ASPHALT © GAS METER 0 MDH
WHEEL WASH WATER,AND OTHER WASH WATERS.WASH WATERS MUST BE TREATED RAMPING OR BE PLACED EVEN WITH PAVEMENT AND WILL REQUIRE A TRAFFIC 0 POST W/O SIGN Da WATER VALVE
THE PROJECT INCLUDES THE INSTALLATION OF APPROXIMATELY 11,645 LINEAR FEET OF THE PURPOSE OF THIS PLAN SET IS FOR EROSION AND SEDIMENTATION CONTROL IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT,OR CONTROL PLAN APPROVED BY NCDOT THAT INCLUDES PLACE BLACK ON ORANGE sv
12-INCH DIAMETER STEEL NATURAL GAS PIPELINE WITHIN THE EXISTING ROAD MEASURES AND PERMITTING ASSOCIATED WITH THE PROJECT.LIMITS OF DISTURBANCE ARE SIGN POST ®° SCO
RIGHT-OF-WAY(ROW)OF WESTERN BLVD FROM VARSITY DR TO HUNT DR,BEFORE APPROXIMATED BASED ON INFORMATION PROVIDED BY HDR ENGINEERING.THESE PLANS BETTER TREATMENT,PRIOR TO DISCHARGE; "STEEL PLATE AHEAD"(WS-24)SIGNS 700 LF IN ADVANCE OF THE PLATED AREAS. MG DRAIN OD STORM MANHOLE
CROSSING OVER WESTERN BLVD AND CONTINUING DOWN WEST CABARRUS STREET FROM ARE NOT FOR GENERAL CONSTRUCTION OF THE PROPOSED NATURAL GAS PIPELINE. 14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND QQ MANHOLE ® ELECTRIC METER
DORTHEA DRIVE TO DUPONT CIRCLE.THE PROPOSED DISTURBANCE WIDTH VARIES. EXCAVATED AREAS.THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE SEEDING SCHEDULE -G.- POWER POLE 0 MONUMENT PIPE
THE EXISTING SURFACE FEATURES AND TOPOGRAPHY DEPICTED ON THIS PLAN WERE
OBTAINED FROM SURVEY DATA PROVIDED BY SGC SURVEYING(DATED AUGUST 18,2021). BMPS(SEDIMENT BASIN,FILTER BAG,ETC.).A PRE-CONSTRUCTION CONFERENCE I TRAFFIC SIGNAL WATER VALVE
THE PROPOSED LIMITS OF DISTURBANCE IS COMPRISED MOSTLY OF THE AREA BETWEEN ALL SUBSURFACE UTILITIES DEPICTED WERE SURVEYED AS MARKED BY ELECTRONIC MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP SEEDING WILL BE COMPLETED IMMEDIATELY FOLLOWING SITE RECLAMATION AND PRIOR TO © COMM PED U DRAIN
THE SOUTHERN EDGE OF ROAD ROW AND THE NORTHERN EDGE OF THE FIRST TRAFFIC LOCATING EQUIPMENT(GROUND PENETRATING RADAR)BY LOCB ONE,LLC.OTHER PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES.FOR NON-LINEAR PROJECT COMPLETION.TEMPORARY OR INTERMEDIATE SEEDING,MULCHING,MATTING,OR o-�, FLAG POLE ❑E ELECTRIC HANDHOLE
LANE,AFTER THE CROSSING OF WESTERN BLVD,THE PROPOSED LIMITS DISTURBANCE SUBSURFACE UTILITIES MAY BE PRESENT THAT WERE NOT MARKED AND THE DEPTH OF OTHER SURFACE STABILIZATION MEASURES WILL BE PLACED ON DISTURBED AREAS
PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD LIGHT POLE CICABLE HANDHOLE
SHIFTS TO BE COMPROMISED MOSTLY OF THE AREA BETWEEN THE NORTH EDGE OF ROAD SUBSURFACE UTILITIES SHOWN HEREON HAVE NOT BEEN FIELD VERIFIED BY EXCAVATIONS. FOLLOWING INITIAL SOIL DISTURBANCE.PRIOR TO SEEDING,ALL SURFACES SHALL BE
ROW AND THE SOUTHERN EDGE OF THE FIRST LANE OF TRAFFIC. IT IS TO THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THERE ARE NO FIELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE. SCARIFIED TO A DEPTH OF FOUR TO SIX INCHES TO ENHANCE SEED GERMINATION AND HELP PI GAS VALVE O MONUMENT REBAR
IMPEDE STORMWATER RUNOFF.GENERAL SEEDING GUIDELINES ARE AS FOLLOWS: )( WATER METER `CI, UTILITY POLE
THIS DESIGN INCLUDES PIPELINE AND E&SC MEASURES ON BOTH SIDES OF WESTERN BLVD DEFICIENCIES PRIOR TO CONSTRUCTION.THE OWNER'S CONTRACTOR SHALL BE 15. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
RESPONSIBLE FOR FIELD VERIFYING THE LOCATION OF ALL UTILITIES WITHIN THE LIMITS OF MID-FEBRUARY THROUGH MID-APRIL: cr MAILBOX OP WELL
AND ONE SIDE OF CABARRUS ST.TOTAL LAND DISTURBANCE IS BASED ON THE PREFERRED DISTURBANCE PRIOR TO CONSTRUCTION AS PER NORTH CAROLINA LAW.OWNER'S • WASTEWATER FROM WASHOUT OF CONCRETE,UNLESS MANAGED BY AN a SIGN IP INLET PROTECTION
ROUTE LIMITS OF DISTURBANCE ONLY. CONTRACTOR IS SOLELY RESPONSIBLE FOR ON SITE SAFETY DURING CONSTRUCTION. APPROPRIATE CONTROL; TALL FESCUE 80 TO 100 LB/ACRE G GUY WIRE C CHECK DAM
CONTRACTOR TO COORDINATE WITH ENGINEER AND OWNER'S FIELD REPRESENTATIVE BERMUDA GRASS 20 TO 30 LB/ACRE O GAS MARKER
THE ENTIRE PROJECT LIES WITHIN THE NEUSE WATERSHED THROUGH THE TRIBUTARY SHOULD THERE BE CONFLICTS IN THE FIELD WITH INSTALLATION OF THE EROSION AND • WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO,PAINT,FORM SILT FENCE OUTLET
STREAMS OF WALNUT CREEK AND ROCKY BRANCH(BOTH CLASS C),NSW.THE PREFERRED SEDIMENTATION CONTROL MEASURES. RELEASE OILS,CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS; SWITCHGRASS 10 LB/ACRE 0 UTILITY MARKER
ROUTE IS TO INSTALL THE GAS LINE IN THE ROADWAY AWAY FROM THE DRAINAGE INTAKES Op DRAIN MANHOLE r)o CATCH BASIN
WITH ANY SEDIMENT BEING CAUGHT IN THE INSTALLED WATTLES.LINE CONSTRUCTION OWNER IS RESPONSIBLE FOR SUBMITTING AND ACQUIRING APPROPRIATE DEPARTMENT OF • FUELS,OILS,OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT MID APRIL THROUGH JULY:
WOULD PLACE EXCAVATED MATERIAL ON THE HIGH-SIDE AND NOT NEAR THE INLETS,AND TRANSPORTATION ENCROACHMENT PERMIT.THE ENCROACHMENT PERMIT SHALL INCLUDE OPERATION AND MAINTENANCE; SWITCHGRASS 30 TO 40 LB/ACRE LINE TYPE LEGEND
THE INTENT IS TO NOT INSTALL MORE THAN CAN BE CLOSED IN THE SAME DAY.INLET A TRAFFIC CONTROL PLAN AS NEEDED IN COORDINATION WITH NCDOT.CONSTRUCTION TALL FESCUE 80 LB/ACRE
PROTECTION IS SHOWN DESIGNED FOR ALL STORM SEWER INLETS IN CASE FIELD CONTRACTOR,OR THEIR TRAFFIC CONTROL SUBCONTRACTOR,IS RESPONSIBLE FOR • SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING PROPOSED GAS
REQUIREMENTS OR OTHER UTILITIES REQUIRE THE GAS LINE CONSTRUCTION TO SHIFT PROVIDING TRAFFIC CONTROL AS PER THE OWNER DEVELOPED TRAFFIC CONTROL PLAN. AUGUST THROUGH MID-FEBRUARY: E ELECTRIC
16. AFTER CONSTRUCTION ACTIVITIES BEGIN,INSPECTIONS MUST BE CONDUCTED AT A
WITHIN THE WORKSPACE. MINIMUM AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL TALL FESCUE 80 TO 100 LB/ACRE SAN SANITARY
CONSTRUCTION CONTRACTOR TO FOLLOW OWNER'S CONSTRUCTION SPECIFICATIONS
RELATED TO PIPELINE INSTALLATION INCLUDING,BUT NOT LIMITED TO,PIPE FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. BERMUDA GRASS 20 TO 40 LB/ACRE W TER
SCHEDULE SPECIFICATIONS,DEPTH OF PIPE,MINIMUM COVER,BACKFILL,AND TRENCH COMPACTION.
17. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO RYE GRAIN 40 LB/ACRE OH OVERHEAD POWER
CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN QUARTER 4 2023 AND FINAL EXISTING FEATURES;INCLUDING BUT NOT LIMITED TO,SLOPES,CULVERTS,INLETS,AND COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR NC'S WATER QUALITY RYE GRASS SHALL NOT BE USED.SPECIAL EXCEPTIONS MAY BE ALLOWED ONLY WITH THE S STORM
RESTORATION IS EXPECTED BY QUARTER 2 OF 2024. DITCHES;IN CLOSE PROXIMITY TO THE PROPOSED ALIGNMENT MUST BE FIELD IDENTIFIED STANDARDS,IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM APPROVAL OF THE ENGINEER AND SHALL BE CONSIDERED"TEMPORARY"SEEDING,ONLY. T TELEPHONE
BY THE CONTRACTOR TO CONFIRM CORRESPONDANCE TO THE EROSION AND SEDIMENT EVENT WHENEVER PRACTICABLE.IF IMPLEMENTATION BEFORE THE NEXT STORM PRIOR TO COMPLETION OF PROJECT,ALL AREAS SEED WITH RYE GRASS SHALL BE RESEEDED FO FIBER OPTIC
CONSTRUCTION SEQUENCE CONTROL MEASURES AS DEPICTED ON THESE PLANS. EVENT IS IMPRACTICABLE,THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND FOR PERMANENT STABILIZATION PER THE ABOVE SCHEDULE. WATER EDGE
ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE. NURSE CROPS SHALL BE ADDED TO AID THE ESTABLISHMENT OF PERMANENT VEGETATION. ROAD CENTERLINE
1. COORDINATE WITH DOMINION ENERGY TO CONTACT IMPACTED PROPERTY OWNERS STANDARD NOTES 18. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE GENERAL GUIDELINES FOR NURSE CROP SEEDING RATES ARE AS FOLLOWS: ROAD
PRIOR TO BEGINNING WORK.2. EROSION AND SEDIMENT CONTROL(EBSC)PERMIT AND A CERTIFICATE OF WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF DRIVEWAY
MAY THROUGH MID-AUGUST:
COVERAGE(COC)MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES 1. STOCKPILES SHALL BE KEPT AT 3:1 SLOPE AND BE NO MORE THAN 15'IN VERTICAL CONSTRUCTION ACTIVITIES. TEMPORARY WORKSPACE
(INCLUDING TIMBERING AND DEMOLITION)OCCUR. HEIGHT.STOCKPILES SHALL BE STABILIZED WITH HYDROSEEDING AND PERIMETER 19. CONTRACTORS ARE REQUIRED TO HAVE A RAIN GAUGE AT THE CONSTRUCTION SITE GERMAN MILLET(OR) 10 LB/ACRE DRAINAGE BASINS
3. CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO CONTROLS SHALL BE MAINTAINED.SEE THE NCGO1 GENERAL GUIDELINES ON SHEET 07 AND THE RAIN TOTALS DOCUMENTED FOR REVIEW BY NCDEQ. SUDANGRASS 15 LB/ACRE -0 SILT FENCE
COMMENCING ANY LAND DISTRIBUTING ACTIVITY.THE CONTACT NUMBER IS OF THIS PACKAGE FOR ADDITIONAL STABILIZATION REQUIREMENTS.
[phone].HOLD PRE-CONSTRUCTION MEETING. 20. ADDITIONAL BMPS MAY BE REQUIRED DURING CONSTRUCTION OF THIS PROJECT. MID-AUGUST THROUGH APRIL: V///////////A EROSION CONTROL BLANKET
4. INSTALL PERIMETER EROSION CONTROL DEVICES AND OTHER EROSION AND 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN RYE GRAIN 25 LB/ACRE WATER EDGE BUFFER
SEDIMENTATION CONTROL MEASURES AS NEEDED PRIOR TO CONSTRUCTION. PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
5. BEGIN CONSTRUCTION.EXCAVATE THE PIPELINE TRENCH,INSTALL THE PIPE IN THE PERMANENTLY CEASED,BUT IN NO CASE MORE THAN FOURTEEN(14)DAYS AFTER GENERAL GAS CONSTRUCTION NOTES
TRENCH,AND BACKFILL THE TRENCH ONCE PIPE INSTALLATION IS COMPLETE. WORK HAS CEASED,EXCEPT AS STATED BELOW. HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S
DISTURBED AREAS WILL BE KEPT TO A MINIMUM AND STABILIZED ACCORDING TO THE IN THE ABSENCE OF SOIL TESTS,FERTILIZER AND LIME WILL GENERALLY BE APPLIED AT THE License Number F-0116
SEEDING SPECIFICATIONS WITHIN SEVEN CALENDAR DAYS.INSTALL TEMPORARY • WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR 1. SURVEY DATUM-NORTH CAROLINA STATE PLANE COORDINATES NAD83(2011) FOLLOWING RATES: 440 S.Church Street,Suite 1000,Charlotte,NC 28202,
MATTING(DITCHES)AND/OR SLOPES AND COMPOST FILTER SOCKS IN DISTURBED FROZEN GROUND CONDITIONS,STABILIZATION MEASURES MUST BE INITIATED ELEVATIONS-NAVD 88. 704.338.8700
DITCH LINES AS NEEDED.INSTALL DRAINAGE INLET PROTECTIONS. 10-10-10 FERTILIZER(OR EQUIVALENT RATE OF APPLIED N) 1000 LB/ACRE
AS SOON AS PRACTICABLE. 2. CONTRACTOR TO COORDINATE WITH NCDOT AND CITY OF RALEIGH FOR TEMPORARY Date:202a.07.2111:z5:52.0
6. STABILIZE DENUDED AREAS WITH SEED AND MULCH UPON COMPLETION OF *GROUND AGRICULTURAL LIMESTONE 4000 LB/ACRE QQr11t1ttttlrl,
INSTALLATION ACCORDING TO SEEDING SPECIFICATIONS ON SHEET 01R-008. • WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY LANE CLOSURES AND SHALL USE ALL APPLICABLE NCDOT DETAILS AND MUTCD :��N�ARp�,��
FINALIZE CONSTRUCTION. CEASED,AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 GUIDELINES TO MANAGE TRAFFIC. *NOTE:LIQUID LIME MAY BE SUBSTITUTED IN VARIOUS SITUATIONS. `4.`,�z•c„sg Slpnq�N9��
7. UPON ACHIEVING FINAL STABILIZATION,REMOVE TEMPORARY EROSION CONTROL DAYS,TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED
MEASURES AS APPLICABLE.TEMPORARY MATTING SHALL BE LEFT IN PLACE. 3. DEPTH AND LOCATION OF ALL BURIED UTILITIES SHALL BE FIELD-VERIFIED PRIOR TO FERTILIZER SHALL BE 10-10-10 FERTILIZER(10 PERCENT NITROGEN,10 PERCENT PHOSPHATE
ON THAT PORTION OF THE SITE. EXCAVATION.PROPOSED PIPELINE SHALL BE INSTALLED WITH MINIMUM 2'CLEARANCE AND 10 PERCENT TOTAL POTASH)OR APPROVED ALTERNATE.19-19-19 FERTILIZER CAN ALSO BE SEAL
COMPOST FILTER SOCKS AND DRAINAGE INLET PROTECTIONS CAN BE REMOVED AT = 050 0
THIS TIME.SUBMIT A NOTICE OF TERMINATION(NOT)TO NCDEQ. 3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT A MINIMUM FROM EXISTING UTILITIES.IN THE EVENT OF UTILITY CONFLICTS,PROPOSED PIPELINE USED AT AN EQUIVALENT RATE.FERTILIZER SHALL BE STANDARD COMMERCIAL GRADE OF
ONCE EVERY CALENDAR WEEK.IF PERIODIC INSPECTION OR OTHER INFORMATION SHALL BE BENEATH EXISTING UTILITIES. ORGANIC OR INORGANIC FERTILIZER OF THE KIND AND QUALITY SPECIFIED HEREIN.IT MAY BE �
EROSION AND SEDIMENT CONTROL NARRATIVE SEPARATE OR IN A MIXTURE CONTAINING THE PERCENTAGE OF TOTAL NITROGEN,AVAILABLE ENGINEER y
INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, 4. TRENCH FILL MATERIALS,ACP DRESSING AND COMPACTION SHALL BE APPROVED BY PHOSPHORIC ACID,AND WATER SOLUBLE POTASH IN THE AMOUNTS SPECIFIED.ALL i ON 'CF''s
THE PERMITEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION CITY OR NCDOT ENGINEER.TRENCH FILL IS ASSUMED TO BE 6"OF CLEAN SAND FERTILIZERS SHALL BE FURNISHED IN STANDARD UNOPENED CONTAINERS WITH WEIGHT,NAME �irgHANGPR�
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INCLUDE THE REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION. BEDDING(OR APPROVED NATIVE SOILS)ABOVE AND BELOW THE PIPELINE,TOPPED OF PLANT NUTRIENTS,AND MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS
INSTALLATION OF SEVERAL TYPES OF EROSION AND SEDIMENT CONTROL DEVICES AT CLEARLY MARKED,ALL IN ACCORDANCE WITH STATE AND FEDERAL LAWS.CONTRACTOR TO PIPE SUMMARY
APPROPRIATE LOCATIONS WITHIN THE PROPOSED LIMITS OF DISTURBANCE: 4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES,AS MAY BE REQUIRED,TO WITH NCDOT AGGREGATE BASE COURSE(ABC)MEETING 95%COMPACTION.ACP IS
FURNISH ALL MATERIALS
ASSUMED TO BE 4 INCHES OF S9.5C SURFACE COURSE ON MINOR ROADS AND DRIVES. . EX-1 EX-2 EX-3 EX-4
CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION.ALL DISTURBED AREAS 1. PIPE INLET PROTECTIONS SHALL BE CLEANED,GRADED,AND STABILIZED WITH GRASSING IMMEDIATELY AFTER MAJOR ROADWAYS ACP IS ASSUMED TO BE 4 INCHES OF 119.SC INTERMEDIATE AND 2 SIZE:
2. SILT FENCE INCHES OF S9.5C SURFACE COURSE. LJD:
THE UTILITY INSTALLATION.FILL,COVER,AND TEMPORARY SEEDING AT THE END OF SEEDING NOTES:
3. TEMPORARY EROSION CONTROL BLANKET EACH DAY ARE RECOMMENDED.IF WATER IS ENCOUNTERED WHILE TRENCHING,THE MATERIAL:
4. SEEDING SPECIFICATIONS TEMPORARY PATCHES ARE ASSUMED TO BE A MINIMUM OF 6"OF CLEAN SAND CONTRACTOR SHALL WARRANT VEGETATION GROWTH FOR ONE YEAR AFTER ESTABLISHMENT. GRADE:
5. CHECK DAM-COMPOST FILTER SOCKS WATER SHOULD BE FILTERED TO REMOVE SEDIMENT BEFORE BEING PUMPED BACK BEDDING(OR APPROVED NATIVE SOILS)ABOVE AND BELOW THE PIPELINE,TOPPED A MINIMUM OF 2 TONS PER ACRE OF LIME OR 3 TONS PER ACRE FOR CLAY SOILS SHALL BE SPEC:
INTO ANY WATERS OF THE STATE. WITH 6-8"OF NCDOT AGGREGATE BASE COURSE(ABC),AND 2"OF APPROVED SURFACE APPLIED OR OPTIMUM QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOIL TEST.
A MATERIAL. MULCH OR MATTING SHALL BE APPLIED TO ALL SEEDED AREAS TO AID IN THE ESTABLISHMENT WALL/SDR:
LIMITS OF DISTURBANCE:14.7 ACRES 5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL OF VEGETATION AND HELP IMPEDE EROSION.VEGETATIVE MULCH,TYPICALLY WHEAT OR OAT COATING:
WETLAND DISTURBANCE:0.0 ACRES PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION STRAW,SHALL BE APPLIED AT THE MINIMUM RATE OF 4000 LBS/ACRE AND ANCHORED WITH
5. ANY DAMAGED ASPHALT CAUSED DURING CONSTRUCTION WILL TRIGGER 2 INCH DEEP COATING:
ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.ADDITIONAL CONTROL TRACKIFIERS. FOOTAGE:
MAINTENANCE DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION MINIMUM GRIND AND REPLACEMENT.NO SPOT PATCHING WILL BE ALLOWED.AREAS OF
DAMAGED SURFACE TO BE DETERMINED BY THE CITY OR NCDOT ENGINEER.IF LARGE TEST PRESS:
1. EROSION CONTROL DEVICES SHALL BE APPROPRIATELY MAINTAINED DURING AND/OR OFFSITE SEDIMENTATION.ALL TEMPORARY CONTROL DEVICES SHALL BE PORTIONS OF THE STREET HAVE BEEN DAMAGED(I.E.SETTLEMENT OR SIGNIFICANT CONTRACTOR TO STRIP AND SEGREGATE SOIL IN LANDSCAPED AREAS. DSGN PRESS:
CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE AND THE LIMITS REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. CRACKING),REMOVE AND REPLACE ALL DAMAGED AREAS MARKED BY THE CITY MAOP:
OF DISTURBANCE HAVE BEEN STABILIZED.ADDITIONAL EROSION CONTROL DEVICES 6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF ENGINEER(REPLACE FULL DEPTH OF ASPHALT AND BASE MATERIALS AS REQUIRED). P P.1 P-2 P-3 P-4
MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION MUD ONTO PAVED ROADWAY(S)FROM CONSTRUCTION AREAS AND THE GENERATION SIZE: 12.750"
AND/OR OFFSITE SEDIMENTATION.TEMPORARY EROSION CONTROL DEVICES SHALL 6. FOR ALL UTILITY TRENCHES PARALLEL TO THE STREET WITH FINAL STREET CUTS
BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE STABILIZED. OF DUST.THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT,AS LJD: ERW
MAY BE REQUIRED. WITHIN 2 FEET OF THE GUTTER/ROAD EDGE,REPLACE ASPHALT TO THE EDGE OF THE MATERIAL: STEEL
2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT A MINIMUM GUTTER/ROAD PER MINIMUM CITY STANDARDS.
ONCE EVERY CALENDAR WEEK.IF PERIODIC INSPECTION INDICATES THAT A BMP HAS GRADE: X52M
7. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED SPEC: API 5L
BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED,THE OWNER MUST PERFORM DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR 7. ALL SHORING ON THE PROJECT WITH THE EXCEPTION OF EXCAVATIONS IN DENC
THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP PROPERTY SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT WALL/SDR: 0.375"
WITHIN 48 HOURS OF NOTIFICATION. TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. NCDOT STANDARDS(UTILITIES ACCOMMODATION MANUAL,SECTION 3.4.13)AND COATING: FBE
3. SEEDED AREAS SHALL BE FERTILIZED,RESEEDED AS NECESSARY,AND MULCHED 8. ALL WATERS OF THE STATE(WOS),INCLUDING WETLANDS,ARE TO BE FLAGGED OR GENERALLY INCLUDE THE ATTACHED SHORING DETAIL DRAWING COATING:
ACCORDING TO THE SEEDING SPECIFICATIONS TO MAINTAIN A VIGOROUS,DENSE OTHERWISE CLEARLY MARKED IN THE FIELD.A DOUBLE ROW OF SILT FENCE IS TO BE FOOTAGE:
VEGETATIVE COVER.SEEDED AREAS SHALL BE INSPECTED PERIODICALLY BY 8. CONTRACTOR SHALL MEET ALL EXCAVATOR EXPECTATIONS,AND SPECIAL,STANDARD,
OWNER UNTIL FINAL GROUND COVER HAS BEEN ESTABLISHED.THE CONTRACTOR IS INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CANT BE MAINTAINED BETWEEN AND ADDITIONAL PROVISIONS OUTLINE IN CITY OF RALEIGH ENCROACHMENT PERMIT TEST PRESS:345 PSIG MIN.
RESPONSIBLE FOR RESTORING VEGETATION TO ITS ORIGINAL CONDITION,OR THE DISTURBED AREA AND ALL WOS.A 10-FOOT BUFFER SHOULD BE MAINTAINED DSGN PRESS:1,529 PSIG
BETTER,FOR UP TO A YEAR. BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS. #ROW-027704-2023. MAOP: 230 PSIG
4. IN THE EVENT OF RAINFALL EXCEEDING 1.0 INCH WITHIN A 24 HOUR PERIOD,ALL 9. NO MATERIALS SHALL BE STAGED OR STORAGE IN A NCDOT ROADWAY UNLESS NO a° "`°'s'°" �.E RG�E. NTS
SEDIMENT AND EROSION CONTROL DEVICES MUST BE INSPECTED WITHIN 24 HOURS 9. LITTER,CONSTRUCTION DEBRIS,OILS,FUELS,AND BUILDING PRODUCTS WITH WRITTEN APPROVAL FROM NCDOT AND DENC.EQUIPMENT AND MATERIALS SHALL BE 1 LCM ISSUED FOR REVIEW 12/23/22 0"TE-
OF THE EVENT. SIGNIFICANT POTENTIAL FOR IMPACT(SUCH AS STOCKPILES OF FRESHLY TREATED 08/10/22_
LUMBER)AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM STORED A 70-FEET,OR AS FAR AS PRACTICAL,AWAY FROM SIDE STREET 2 LCM ISSUED FOR PERMIT 04/17/23°,uR„
WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM INTERSECTIONS AND SHALL ALLOW FULL TRAFFIC AND PEDESTRIAN MOVEMENTS AND 3 ACZ ISSUED FOR PERMIT 11/16/23 LCM I KRW I JCG
WATER DISCHARGES. BARRICADED AS NECESSARY. 4 ACZ UPDATED WORKSPACE 04/12/24 s"E 002 OF 031
5 ACZ UPDATED WORKSPACE 07/29/24`"°„"`°`'""°"'
10. ANY EXCAVATION PROPOSED TO BE LEFT OPEN SHALL BE SUFFICIENTLY COVERED WAKE COUNTY,NC
10. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN,INSPECTIONS 6 Gisu"E PAGE«.
AND BARRICADED PER DENC AND NCDOT REQUIREMENTS.UNBARRICADED
RECORDS,AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A EXCAVATIONS SHALL AT MIN BE COVERED WITH A GRADE 36 STEEL PLATE WITHOUT 7 COSY NEWER 1,
NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS,FROM THE DEFORMATION WITH A THICKNESS PER NCDOT UTILITIES ACCOMMODATION MANUAL 8
DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL TABLE 3-4.STEEL PLATE THICKNESS TABLE OR BY AN NC PE DIRECTION. 9 5
STABILIZATION IS REACHED.
11. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE(3H:1 V OR 11. ANY PAVEMENT MARKING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE '
GREATER)WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR RESTORED PER NCDOT OR CITY OF RALEIGH REQUIREMENTS. ' Dominion
TEMPORARILY CEASED,AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS. 12. STEEL PLATES MUST BE PLACED AND ANCHORED TO PREVENT DISPLACEMENT AND Energy
12. MINIMIZE SOIL COMPACTION AND,UNLESS INFEASIBLE,PRESERVE TOPSOIL. SHALL BE DESIGNED LARGE ENOUGH TO SPAN THE EXCAVATION AND EXCEED IT BY A
MIN OF 15 IN ON ALL SIDES OF THE EXCAVATION.THE STEEL PLATE SHALL BE ERo,EG,w
INSTALLED DAILY OR AS DIRECTED BY NCDOT UNTIL THE HOLE EXCEEDS MINIMUM °�maG M121 REPLACEMENT,2023 RALEIGH PHASE
BACKFILL MATERIAL MEETING NCDOT STANDARDS. ,�R NOT
ES SHEET
oIVG°"/DGTRG. TER,E o» rfOliK ORDEN
NOT RESPONSIBLE FOR ACCURACY
10303306-000-1-002

SYMBOLS LEGEND
ROAD ROW © GAS METER 0 MDH
ROW 0 POST W/O SIGN Da WATER VALVE
Aff 7 tiIN 0 STORM MANHOLE
5'• SIGN POST ®° SCO
• 8' t••
SM• y~ '+ I .
` L• •s� i ...�{•t.,•' Y,' 1:Z,+ • I• 1 a_ ` 1 -- T - _-- - - .0- 1 � Q MIM ANHOLE ® ELECTRIC METER
Ill fi ti • a POWER POLE QO MONUMENT PIPE
•� r• �• �aM� �. 1 I TRAFFIC SIGNAL WATER VALVE
N'• , ,./. r,t•; f,Y 2ix t . I. • • -' ••:�! © COMM FED U DRAIN
• r y`' ••t' .' •' \ `" j .•+► • _ w ••1` . 0-�, FLAGPOLE ❑E ELECTRICHANDHOLE
f •� - •. •, ^ .1 T, •.- {•L :� LIGHT POLE CI CABLE HANDHOLE
_ .•♦ � ::.
� - 4. •{ ,�) • T
•
Till-,..1 f• • \ • •��`', 1 ; it ? - (Y4h.\
1�♦.•• •t • •
•
•
^ • 0 UTILITY MARKER
• r 1. ��`,� ♦ t.. ® SILT FENCE OUTLET
•• •A' 4L�yT� ••' �• • • P. • �y. ••.66: .•• • � I \ �+7 OD DRAIN MANHOLE I� CATCH BASIN
.*`4 ` -f1!!
• *r �•' \ •-1' �� •'�•\ :�r. •a , •., ` �/• _.�., `'1.•1 q' .�'' /. LINE TYPE LEGEND
l\ p • ,\ Rom•- \• �+, \i`„ % \ a I ? Ft 'Is,'
'�S '• r! PROPOSED GAS
./. '- G\ -r•, .�. -`I �� ` .� • \ .�. `♦ • I E ELECTRIC
_ / SAN SANITARY
OH // ---•-..„. _ \` ,a ••�,•\� a'� ��• L���.`1- ��� / ������ - ������ ^,,,\\...�, •+ ...♦•
- '*1• ;N� '// W WATER
'`� / '�� ' — • e _• • •`.- \ • \ • Q •" I / I e G GAS
,•� •�- rt J •_ ) '• I I ` `.- Eft \- -1 1__I( "� j OH OVERHEAD POWER
_ /i 1I I 1- _ _. _ \ _� S STORM
- \ _ T FArUCCEETTE DR /
I/ / / W o y W /` r '{ / pn T TELEPHONE
� ,• • 1 •Alf \ �'�••'_ _• • \\ y T T '0/ ��_ _ ` IHO M1 I�‘ to l ` //..� � W- !•••�'� FO FIBER OPTIC
WATER EDGE
_ ��>r•i s ;i =wear . .L� I _ / �� _ 'J '� • r r� R t. �p�t� 111^ '
I �It,Yi��►7iJlr•i� s- S—s g_ 4kA v ` /o _ ! T �/ j ,.•" LSi4 eh C_CrI�i '•t._, - - ROAD CENTERLINE
•�. �I\IL�LIOI s ,riff
_ .DRAINAGE BASIN LINE \'� v -� V, - -I I� •• .. S NCDOT ROW ROAD
-T \\ `��� `�� ^'`Z `�y v`\ •i T • 9, 0� ne111� ', I ~ / ' / `v DRIVEWAY
a \43G 434 `t r / P b // Y • •T '�\ t L TEMPORARY WORKSPACE
- \ 432 \ / , , �7- • / DRAINAGE BASINS
- - \ -- _� ) : —_I SILT FENCE
a3a 1 \ -. \ - _- / 1-..
O O 0
--- / 1 � 1 430 428 42c 424 p 478 414 - - - - / /I mum
EROSION CONTROL BLANKET
'—� I WESTERN BLVD- \ i �� I / l - 410"^7 V////////////,I
• \ / \ \ \ ) o I 1 / — — WATER EDGE BUFFER
�� V _� o / I 7" { a.
. V A - / HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
1 �\ • • .w 1 \ \ \ / I /� License Number F-0116
a 66
_ M 1 1 \ \ \ I}� Fes- ©5 1 �� .J, / .6 440 S.Church Street,Suite 1000,Charlotte,NC 28202,
I \ , - -.� - - �� S—S s 1 _' ._ \\ 'K \ 704.338.8700
M.
I
100' ,�1 I - /�' mom W © \ \ Date:2024.07.291t2s:01-06,:0lumrlpl
i 1 / / ~� WESTERN BLVD / {{ r, / 1 I 000/ - �. `s'.N CAROz
_ / /
/ / 1,1 / Elf I \ .' / I I .`.`�OQ�OFESSIO;yq(ti9♦.
-_ Ox •/ _ — __— / �� / / / 1 ❑ SEAL 1
IiiiirimimmiN
00
0+:50 / - 1+•0.- '� +50 / 2+50 -__-__ �� .��_ _ �� � ✓p•F!✓GINEER g``
S•N- SAN - - - 91' •� - NON 2+00 _ , MIS 3+00 3+50 ' 4 00 4+50 j•iiiiiii511.i
M
iritowlik
�� •--- `vV , NON
@ Ne5 ,f �•• ■ 1 1 1 y/5+50 A �6+00 A 6+50 A - • � o2j'ATHAN GN `430 \ � III I rl •� � �' 'N-•' , \ SAN Millip yft -`?T �'ttttrtrtt• _ ` _ PIPE SUMMARY
11
F.
4,6 - ,(\_�424 -``� • � ��� , EX 1 EX 2 EX 3 EX-4
' L^r•z fist VAlii s. .'"....a, v OH era - r- y z t 4 OH �l p _ �= 416 R• FralatO LJD.
`r F =4- ii `i ��li� OH • `t. •'r _p��A. MATERIAL:
NCDOT ROW 2'JOYNER LATERAL , -• �* SIDEWALK TO REMAIN - - I I 1 L1 -- L • • I'' 7. ( • '.•�L GRADE:
• „ (INSTALL NEW FEED) • TEMPORARY u _- OPEN/PROTECTED - -s �' 476 • ) �t'17e' SPEC:
• * WORKSPACE DURING CONSTRUCTION p I�� ft
� { ~•1f ►_WI . PROTECT EXISTING TREES } 474 . `� s', r•• WALL I SDR:
SEE TREE PROTECTION DETAIL • r- . • a412 " 4f0' r• - 1,` COATING:
DRAWING 10303306-03R-7-010 •I `ra - -�.408i \r
Ea . ALL ROADS AND .� • �: { r',-,. t
•
® rga �� > �*DRIVEWAY CROSSINGS - ,y` 'l� �•1r•-� �\+ n,�/ COATING:
_ ti p f \`�• ? FOOTAGE:
N rin•
/// TO BE PLATED AND •�� SECURED DURING ~E . :./..
`�SW�� + TEST PRESS:
�'. / _.- .•
CONSTRUCTION ,i •`�t• < DSGN PRESS:
• • - � -- __ �. • .`*- �Y••I�'• �.•JP., j01_, 2S MAOP:
KN.,- •• j • P-1 P-2 P-3 P-4
a SIZE: 1ERW
X52M
LJD: ERW
MATERIAL: STEEL
\ �. - J41 I SPEC:
API 5L
/// - •
3•
IV � WALL/SDR: 0.375"
-a •^ , • COATING: FBE
1•`� •_ !•1 , f,•' - .� COATING:
�: -- •
FOOTAGE: PSIG
TEST PRESS: 345 PSIG MIN
L 1 _ 'a Af DSGN PRESS:1,529 PSIG
°] •
a ;� f7_ MAOP: 230 PSIG
S1\a' NOTED
•
,L ' N,'' ♦ 1 • 1 LCM ISSUED FOR REVIEW 12/23/22 EE.
T -
't F • t �•� -�.a •���""" . I " 2 LCM ISSUED FOR PERMIT 04/10/23 4/15/24_
r / •• , " • •.(C• 'J� '•' - - 3 ACZ ISSUED FOR PERMIT 11/16/23 LCM KRW JCG
• • \t- S •�• I 4 ACZ UPDATED WORKSPACE 04/12/24 SHEET
003 OF 031
7 • .•• -4 � ^- •-y .. 5 ACZ UPDATED WORKSPACE 07/29/24`"°""`°`'""°"'
WA;KEGCOUNTY,NC
•
.' . 1 ,S••;`, • •^l.•
�"A`t •{. i y� • $ cas.cexr.xa
.114
•
_ w .l- -��� r, Dominion
• Ener
• • ,•
•
JY°
It
~ 30' 0 30' 60'
•...:1
, '• ME
't •• �mPROJECT w M121 REPLACEMENT 2023 RALEIGH PHASE
• ` ALE:1"-30'
•
•• 4. • - .� '1•�•S• r I E ALIGNMENT SHEET
.• , _ _ N•T RE P•N IBLE F•R A RA Y
10303306-01C-5-001

SYMBOLS LEGEND
ROW ROAD ROW © GAS METER 0 MDH
a POST W/O SIGN N WATER VALVE
5' SIGN POST ®D SCO
1 r a • L. t L. DRAIN © STORM MANHOLE
,� 1 f- •7 ' ,_ ® MANHOLE ® ELECTRIC METER
• I •� •7.
t -- POWER POLE 0 MONUMENT PIPE
• I TRAFFIC SIGNAL WATER VALVE
•
_ ! , •I f ~�- t ' , © COMM PED H DRAIN
�� • f. va -r' t :� • *• 0 , FLAG POLE ❑E ELECTRIC HANDHOLE
• r • +/ � .411ftelb •1C\ ! ���� 7 • l 1 1 1 1 1 .1 • _ _ `♦ A7F LIGHT POLE O CABLE HANDHOLE
,� f�� �• _ -.,�• Op
\. 1-')h. n,1� 'l -. \ 1 1 1 1 i`- \ GAS VALVE O MONUMENT REBAR
•
t ••�� �•f, r.•t !' } I�� Q WATER METER W UTILITY POLE
• 1 ...it
q>A J '+,. • •• �� MAILBOX WELL
•
•
/ �, ♦• ' `, • • r, . t'♦.t` ' i `• >R%,k ` ' � t..•. • a SIGN :lc :HALET PROTECTION
p, , • 4k. q s '•ram f• I �CGUYWIREECKDAMrll
'• r,`�,`'� / / •. •
,r f - / '}��� - ` � + � {+ }�*► :�? • f ••• -_ ? O GAS MARKER LT FENCE OUTLET
/// -�r .• iz f7t�' •,,1• •« .' ,f ' ♦ •.• I -._ • QM UTILITY MARKER TCH BASIN
w` _ • • .R t 'R..ri aM- ]��1 •t �,, ' (� •t+ QD DRAIN MANHOLE
10
.'/// I •
,••y�� �^I� ".��Y••aaCCh� l`. ;T• ; ti'*`� •r63.'-' . ♦ `t. •t• . LME TYPE LEGEND
•
a i -1•�------ I� / i•. .,+ '^\•^- f1.Y \ ~♦ ^ PROPOSED GAS
•
la Q
' 14 1• ' b � .T, �\ • E ELECTRIC
t •••�{, SAN SANITARY
1✓--- - _�_ ---- --- <� ••_ - , •,7w , d ✓.'l ♦ '�.•._ fit. `• rI• \ W WATER
T I
MI
/•,� ♦, -, ri
, • ilrf•' ' G GAS
T T T T W ,y_ •r' . �G OH OVERHEAD POWER
-S — T , T 1 l W <_ W ----- - S STORM
NCDOT ROW �"'� - - ______I ____________T 7 - W� U, —__-- T T TELEPHONE
FO
t 1 -- --- - -- ---____-- W---
-------- - -- _ CENTERLINE
-------_-_-_ T ' DRAINAGE BASIN LINE - _ _
_ ROAD
W
r /—"' _ - - DRAINAGE BASIN LINE - —__J NCDOT O 5 DRIVEWAY
_ ��
mini
•� r _ -.- J-- T- -J----- T_ ounr ] TEMPORARY WORKSPACE
_ t- - T SINS
/ 1 1 -,r —L /--- ---
' SILT FENCE
b DRAINAGE BA
/ ' !� / ---_ T ----—�— ROCKY BRANCH BASIN T
\ — - - -- _ _ / —WESTERN BLVD �� r
I �L/����/d EROSION N CONTROL BA BINS
= � WATER EDGE BUFFER
I - /- - _ _ _z r WALNUT CREEK BASIN /
•
\ \\ -, r i \ I / HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
\— ; \ 4C •
\ License Number F-0116
704.338.8700
440 S.Church Street,Suite 1000,Charlotte,NC 28202,
WESTERN BLVD / tr
/ — 50' _ _ - /
- _- - - _ - -_-___-------_--/------ J _ se r ,"..-
- _ - - I Date:2024.07.2911.28. -2 07%,,,CARp�,
> -- - - -9+5"0
6+50 7 „ M 7+50 20 ---.,-, 10+00 10+50 - — _ —— / e_ _ ❑ �O SEAL N�
WESTERN BLVD / `��`��Q �ti,9���
---S4 N_---- -°' -SAN 8+00 8+50 -G— _ 11+00- - - -_- 11+50 - —_ -- - -
/ / —SAN -- SAN " _ - -. -- - _ _ _ _- - _ J�J-�p�-
12+00
..,-_- -, _ SAN
_ _ _ SAN --CT-_ ± 0 c --,� +00 13+50 +0 +50_- 0�n000((����p/p/,,,, /
14 , N E
SAN - - —r 14 ' l':6:4P4.
GINE
)�.,4as (_ 9 -�a0 . �� s :D s�� SAN - - 7, _ 1 --� f THAN GP`.,pv106:. " j -
-_ - -
i . 1• ESUMMARY a �* t THO TEMPORARY--- -- --- -- _ • rEX EX-2 EX-3 EX 4
NCDOT ROW WORKSPACE—HO -- - -- - - - - - - - ---_-� •398 - - ♦ • SIZE:
/»�„ _ HO -_-,-.. H SAN ---._ - -- -39 - LJD:
408 0 404 ____-
•! \ L_- --- MATERIAL:
o / i 1 •• _ - • `SIDEALK TO REMAIN OH GRADE:
OPEN/PROTECTED
z - - PROTECT EXISTING TREES _ DURING CONSTRUCTION• / _� SAN I egH ■WALL I SDR:
SEE TREE PROTECTION DETAIL _
DRAWING 10303306-03R-7-010 - j• !N NCDOT ROW
i COATING:
a •
• Q COATING:
2 i I.
1•♦'�_ �y FOOTAGE:
- I ,` T /// ,+ '. � ` • TEST PRESS:
---
`' w '� 1;. DSGN PRESS:
} • - t
0 I SIZE: .75 P-2 P-3 P-4
fi
' ' --� SIZE: 12.750"
w � - LJD: ERW
• t y • •+ ` •
• r MATERIAL: STEEL
f • GRADE: X52M
'� - t ,`•- O• Apr SPEC: API SL
. � •
•'� ��:+♦,.1. ., .• Ju,L? i_ V yyy I WALL ISDR: 0.375"
~!- r�•A�,', • ,�C• fr •t COATING: FEE
" �•� U- ,�:' COATING:
4. • it -/ FOOTAGE: 700'
•yr. lit.•
• TESTPRESS: 345PSIG MIN
NO BY
`n �i ♦• ; ( �I DSGN PRESS:1,529 PSIGyC- 1 •16:-
� • .MAOP: 230 PSIG
• I 1 LCM ISSUED FOR REVIEW 12/23/22 0:rim E• j' Yi •I
y �a. 1. - ` NOTED
t _ f2LCMISSUED FORPERMIT04N0/23e4/15/24• , (� .1' a 4'. 3ACZISSUEDFORPERMIT11N6/23KRW JCGt �[ ith
OO i -4 ACZ UPDATED WORKSPACE 04N 2/24 5 004 OF 031
• •Z• i . I
-• 5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
�:' '' , .� y 1 41-'3 le,
I _ 9 os..a�a»
rs- • ,., f 7,11
I ': OP . ..4* i
.. � s 4,i7), a. •
� Dominion
Y r 1�.••�, • • w '1"t PeOJE�wM121 REPLACEMENT,2023RALEIGHPHASE• • '•i�'.��•• , `2 `�, SCALE:1"=30'el P
Y• ..' � .t• ,• •, ,1 .t- y41♦ \ r.} ♦t 't.' ti.r' 1{fA'♦1 t. - ` „=E ALIGNMENT SHEET
k r� �4 +�,.1 - xc.••• �' - �_ / -- . 'u ? + tK�'- . •., •" o so"�s.e. �Pea,•�o» a�a .
-- NOT RESPONSIBLE FOR ACCURACY
10303306-01C-5-002

SYMBOLS LEGEND
ROW ROAD ROW
G GAS METER El MDH
a POST W/O SIGN Da WATER VALVE
5' SIGN POST ®° SCO
•
'!Y_ DRAIN D STORM MANHOLE
�' t •
i- - _ _. -� • .••1.!• t "Ill
MANHOLE ® ELECTRIC METER
/e �/ I 1 it
t� POWER POLE QO MONUMENT PIPE
TTTT— • TRAFFIC SIGNAL WATER VALVE
�, • •Ii• 41,1
•I a� • - - - — - 11 © COMM PED H DRAIN
. 'b• t 7 ` �_ • o\, FLAG POLE ❑E ELECTRIC HANDHOLE
J.
r� • .� \ `'y - .� LIGHT POLE O CABLE RE LE
` _•
GAS VALVE O MONUMENT REBAR
•� e(• •a...� - ) WATER METER W UTILITY POLE
44
L r� (/► - MAILBOX WELL
`Ix '0''A I - - a SIGN IP INLET PROTECTION
•• i .� �A Y t ..fir y �,•! • - �U GUY WIRE C CHECK DAM
••i •111 _ /'vn/ _ 'lY j - ; !'• •- •� �• ' I 0 GAS MARKER ® SILT FENCE OUTLET
r V •� •t .r .• '•+ti,. ){ ♦ •+. J'• . .f.• ♦'( , I . . 0 UTILITY MARKER
r + I '�• J •i • - ,�.: J • ?Y t,'
- ® CATCH BASIN
f •�.., •�•t \11 ,��`I' -- '.. - ,,� / Q . • I .1.* ♦«\tt�. L . ! , t'. j `• .�, • , I I }r• _ OD DRAIN MANHOLE
-
LINE TYPE LEGEND
- PROPOSED GAS
. W W W W - —W W -r.
_ly _ W W W �• I E- MirSAN ELECTRIC
_+ 4VL_ _ _ _ _ _ - ‘�f 1: .! _ , - SANITARY
T �y i, T S'A AN �� �_ w, "^ NCDOT ROW W WATER
•
NCDOT ROW _ - i _
-- -- - - t q �` IBM-OaT ^ • DRAINAGE BASIN LINE R R / �•- ' •� r OH OVERHEAD POWER
DRAINAGE BASIN LINE « 1 I�' .T T • T -T, T -_ •
�,• S STORM
T -
T TELEPHONE
T-/ / T� T T �• I T T- /T FO FIBER OPTIC
Lu
T T � � T -r `�_ ( �_ - /�_ �_.� I.�— / - - WATER EDGE
�� t / r ROAD CENTERLINE
_ till- 402 WESTERN BLVD U /
404 e / -�% �� / \ ROCKY BRANCH BASIN /n `: H 404 ROAD
�� J i WESTERN BLVD \ / 2/ 1� DRIVEWAY
, \ =I / 'r= ♦ O r j WALNUT CREEK BASIN / r E ] TEMPORARY WORKSPACE
_ \ I • - •
F soak t- ,- 0 1,t �(� , - a� .1•. DRAINAGE BASINS
I/ 2 \ �( �*�rl..r / 4-�,'f�- l�{��}�•,,��[y,1•I , O O O SILT FENCE
•
• S• I- ( • ;J ti° - 1♦ EROSION CONTROL BLANK
— - - - 8"N DAN ALLEN LATERAL a`��!(1 Fy ►�i1.�- yL W W\ W `W / W -"" ---"
WESTERN BLVD (INSTALL NEW FEED)�• .� 0 I g ���- WATER EDGE BUFFER
PROTECT
- -- - ���H O \ WESTERN BLVD
OCROSSWALK SIGNAL \ N 'I \ HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
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,� _ _ O ' 04.338.8700
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10303306-01C-5-003

SYMBOLS LEGEND
ROW ROAD ROW © GAS METER S MDH
0 POST W/O SIGN Da WATER VALVE
5' SIGN POST ®° SCO
• . T'-S/ • c R • - - - IIIII DRAIN © STORM MANHOLE
1• T + i •' f• . J - C _' - ~ - • - • --- Q MANHOLE ® ELECTRIC METER
l '•,t f,` , �� •' .•� .1 - - POWER POLE 0 MONUMENT PIPE
i,� ��, �• �/ • 1 • r 0. ,.1RJ T• •• 1 TRAFFIC SIGNAL WATER VALVE
VIltillr
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kAilli
13 • . A• I� •. l> '7 11l •.i' o�, FLAG POLE ❑E ELECTRIC HANDHOLE
j .1r111114 •Ji '� • • - I -F LIGHT POLE O CABLE HANDHOLE
• I ' Af' ,+''. ,� ♦ • • -
- - - - - `� .� Ni GAS VALVE O MONUMENT REBAR
• _ •,!,•. :�4•` r. 1 .+. - • / F, . CI WATER METER 'O, UTILITY POLE
�• • cr MAILBOX WELL
4.1 '\, `% • ••• V i '' t, �P • -�-- I « a SIGN IP INLET PROTECTION
1
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•
r �. ..�•� a,1 ■ . • • . ■. ■..`. OD GAS MARKER
• ® SILT FENCE OUTLET
�•� _ f■• - i" • p • _ 1 . ', fir:. WI CATCH BASIN
M UTILITY MARKER
• •%f al - _ •,:.%�'•'i ice• '• ti OD DRAIN MANHOLE
Y ` •`•'{ `'• / L
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• i / - 1 g T TELEPHONE
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WESTERN BLVD I ROCKY BRANCH BASIN \ License Number F-0116
/ 406 1 MP
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WESTERN BLVD U / /- 408 I
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10303306-01C-5-004

SYMBOLS LEGEND
ROW ROAD ROW © GAS METER M MDH
a POST W/O SIGN AWATER VALVE
5" SIGN POST ®° SCO
- • .�s y _ DRAIN QD STORM MANHOLE
. ' b
/ \ _' ) .f t_ I • •� 1 - • 1 ,• r Qs MANHOLE ® ELECTRIC METER
_ • -♦ rA.•-•Y j :i - , POWER POLE
t ( t � , ;J 7 '` QO MONUMENT PIPE
I • \ )°I. •' % I 1, - ) \`���'�•u , L TRAFFIC SIGNAL ? WATER VALVE
11
•Al 4,• wj • •• ,•'1 t ..� . l I1W\17 © FLAG PED H DRAIN
/ I w ``11.�, •. [ i N .
- e '(•4 ' 1 •�, t . , FLAG POLE ❑E ELECTRIC HANDHOLE
I �, r C .• r ... a / i. - _ .- fk r- _ LIGHT POLE O CABLE HANDHOLE
M1 ' pd GAS VALVE O MONUMENT REBAR
_ �•
•1 r • -.\ ,1 ,,,„.
1 •�• I} t _ Qw WATER METER S UTILITY POLE
�• .1 1; •-'' *�•`rr •� - ,�. cP MAILBOX WELL
ie, r y `.L ss •, ti ' a SIGN IP INLET PROTECTION
,,, .. • '•7 4 - ��• ,��,� - .3 _ - G GUY WIRE C CHECK DAM
• {t. :! + f7j ' ' -, - O GAS MARKER ® SILT FENCE OUTLET
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, 1' • Ve.'
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T TELEPHONE
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AR:
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e *Ste,
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WEST ` - - ,.(�
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ERN BLVD w ��_ r �- �/ - ---- - --- oats:zo2a.m.2sttze:oe-os•QQ'pullu4rr
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SYMBOLS LEGEND
ROW ROAD ROW © GAS METER 0 MDH
0 POST W/O SIGN H WATER VALVE
5' SIGN POST ®0 SCO
_ _� • v - f ♦� /- h I III DRAIN QD STORM MANHOLE
•'1 r7 ,•.;J„�,' 3_'�-y •1 • ' / /�. .` Q MANHOLELE ® ELECTRIC METER
•
f:- ••e," •. • JI r �j , ,: • ,{, �\ -. .• •I. • �`' N. �• ' TRAFFIC SIGNAL WATER VALVE
0 MONUMENT IPE
`^ [ , el © FLAGCOM PED H DRAIN
�,�; ••
ter' e ;-'•S: - • -• o-\, FLAG POLE ❑E ELECTRIC HANDHOLE
1. �} .Y• 1 •`' `• yt " - 4 ,N ` 2a _ b Z�� , •'.•�� • F LIGHT POLE O CABLE HANDHOLE
�•' • • y 1•... 1 - •T y }' y , • ��` , {,•};,,• S'' , GAS VALVE O MONUMENT REBAR
•t•• • al', • �•- C 1:/ it ys��` / . `�� 'r Qw WATER METER 8Q UTILITY POLE
4 .. - ` . ••`� 1 I`'4w �•I ,� , / `$•�.+ ~yyr i • `1• / �� ;? 1 • • _ , cP MAILBOX WELL
1, • • .Jr , • 1 . Prik •r / 3 "1 �� a SIGN IP INLET PROTECTION
J '�`� �•a' • • / I I 1 • - C GUY WIRE CHECK DAM
• t AO % .�•` �'' J - 0 GAS MARKER
• ,,_ • .*- ^ 1 ♦ _ I ® SILT FENCE OUTLET
• `j '`• '' ' I •I •I .� N. •, + QM UTILITY MARKER CATCH BASIN
Mk 1 • • 1 � ��� �, �►�. - \ _ O DRAIN MANHOLE
^� • • i ` •1M• „ �� h� y..•1� +1'.]�'I. a N. I LINE TYPE LEGEND
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•arm • i 1 { •• v,ujy..�A1` �T ' •,* I - E ELECTRIC
��+•'�A ` ,q`••^ ' ,`r ••7 r,' •• •• At.'{ ��+�j�•. ., 'l/' • ' 2 .�.T. • - SAWN SANITARY
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�'' �T • -.1 T.r . *• • r► •i as% ' aej, �' ,` +- 4 - 1 „�•{, N.
�•{Y ,{i', I?'0. \ i �•a • .• ^` ' � • •, - G GAS
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111 ,
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' ^ yL R k' 't - - 5..... ---lid WATER FIBER EDGE
- ^' WATER EDGE
• , , 788.. _/ - T— ROAD CENTERLINE
T -- ,-- - - - - - - T �� T
ROAD
-� - - - - - - r - - - - - - -.-_ — -_-_� DRIVEWAY
a - - - - - - - - - - - - - - - - - - - - - --_ - - - - - -- - - - -- -- _---�—\' �- L382, i TEMPORARY WORKSPACE
r
\ T ©` A - - - - - ' T \ _ DRAINAGE BASINS
r d \ TT -.
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�� i •'� i.- - - - \ \o - - �7 EROSION CONTROL BLANK
y�� o _
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\ �•\ _ -• .1 HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
�_ �1 yam\ \ O • License Number F-0116
DRAINAGE BASIN LINE + , 440 S.Church Street,Suite 1000,Charlotte,NC 28202,
_ •�1`♦ 704.338.8700
W _ Dale:2024.0�.2911:26:08-06'
• N� w W, , W W W W W W w w W QQ'puu U4ry
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1 � c � � � SAN •� �- �.6g� HI A• y - �ira� 390 ye
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NO'� + 0 4' %SO _ -a 94�,7+00 _ ' T • ,/I
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-_ - - 1�� 36+5° `...\ I' •1 �-� „TEMPORARY - .• ®i _ _ \ -- • —®®
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Eal
� _ 6"NAZARETH LATERAL L� !.. _ -• v ,.. - __ ____ 404 =i�- - - aaa I I
S_ ( � �a - s\, �sl J\ --SEE
PROTECT EXISTING TREES ---- G31-.,..,,,T - ----
--. INSTALL NEW FEED G' 1 - a -- TREE PROTECTION DETAIL \ ----
�� 404 - /..... G W W 4L'd�
CRUSADER DR
S
NCDOT ROW -' T-w ' t �'♦"` . ` DRAWING 10303306-03R-7-010 .,
o • -_ '•l - - G G G W I w \ \ GRADE
\ G .
\‘• ?_ ALL ROADS AND —f/' ----
�,S►n• DRIVEWAY CROSSINGS R //' ----
�' N� TO BE PLATED AND —Oy OH J 3 NCDOT ROW FOOTAGE:
SECURED DURING OH T T ----
\a CONSTRUCTION - -t OO Oy 0H I� ' - - 1----
MAOP: ----
_,r a \ y ;DRAINAGE BASIN LINE ^ —����
\ z EIPA
® �����
® =M
\ \
X - ':. ®� �
• P
\ • MM
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R. FOOTAGE: M573.---
•
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.�� , {. r ivi® r •'' ®o..E: 4/15/24
` \ - 9 ©®ISSUED FOR PERMIT 04/10/23,.
• - , R - ©_ISSUED FOR PERMIT®�®
', �\ © UPDATED WORKSPACE UPDATED ®sxE 008 OF 031
_ iDiiiiiiii�—=WA�KEGCOUNTY NC
i
. - \ ,
EIM M 5
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, - - Energy°
• • Vir- \ . .
' 1' r a - - - - - - ^JE�wM121 REPLACEMENT 2023 RALEIGH PHASE
SCALE,1"=30'-
'` . l - - - •, _ . .. 3. i • oNs Ms.rc., ALIGNMENT SHEET ROJECr DP ORKOME„I/
(. 1) 'Ada • - - =iLiMaAL.9iLb-11s11 Y ILWil•I•1q:IIiil'M
10303306-01C-5-006

SYMBOLS LEGEND
ROW ROAD ROW
;:::: GAS METER 0 MDH
POST W/O SIGN A WATER VALVE
SIGN POSTI
SCOI . ► \ y/L, fb �- ♦ . ., .` -w ��•4�• ►� '�r����1. • DRAIN STORMMANHOLE
10`(^=}" _ MANHOLE ELECTRIC METERJ 1, • ^ POWERPOLE MONUMENT PIPE
( I ^ •1 / - •V�•^' • • / • pi,' J - - I TRAFFIC SIGNAL WATER VALVE
v• r - 1 , •
t : _i S` *I- •( 4 1•- - 1-y. ..... . a<- -- _ _ f- -. © COMM PED U DRAIN
♦ 1••.` 1 .N ;t4'...
,�•• p-• ` • O FLAG POLE ❑E ELECTRIC HANDHOLE
9 /w1�� _ LIGHT POLE O CABLE HANDHOLE
+ • ' i••�1 • ••-• 'r • `•i'1 ••� •`• o I \ '' pd GAS VALVE O MONUMENT REBAR
` • - ' + • _ • \ WATER METER N UTILITY POLE
\ t .J t�7.•\ ....•
• •,1641446 'l �/ S r ) - - _ _ �G GUY WIRE CHECK DAM
.� a •- .. • � Ile1 d _ O GAS MARKER
' • ‘C. •• "' - .r • • '�'• QM UTILITY MARKER
A;
I- SILT FENCE OUTLET
•
' I y`. 4 G . to. ` 7A� _ /,.��. • �� , 1 _ _ I ili ® CATCH BASINUT
t. �- - 7r .. • :, ` ! 1.. . -\ Op DRAIN MANHOLE
i � • • M T y�7.e , AS• \ r• -- • - LINE TYPE LEGEND
a i • 1. 4O ' - • / +~� 1�`__ �•`\\ \ __ _� I �' PROPOSED GAS
1 ( - w'Z 1 4• V,�t r f."�` • \• \ 1 �T`� l` _ \ ` T— E ELECTRIC
�J
•
• S \ _ - ., •/" \ 1-- SAN SANITARY
TROW
• ---• � ) • T -1 __.-.. - T11 • G T _ — OVERHEAD POWER
\ T
- - \ -- - . ~\ -_ \\ 1� S STORM
-__T - _ \ T \ \ T \ II \ T TELEPHONE
OW \ • FIBER OPTIC
— -` f \ T \ \ \ I WATER EDGE
\ ./�\ • -a _ •�- - / T \ T — \\ \ \ 368 366 364 } •�• .S - - ROAD CENTERLINE
�"'I v� -• /r \ \ 374 372 \- 0 If }• ROAD
\ o _ \ 380 \ 376 \\ \\ �. t . DRIVEWAY
\ `,1 •} \T \382 \ 3/8 \\• 1 -• -
w \ ® �� TEMPORARY WORKSPACE
\\ �.• • 7 _ DRAINAGE BASINS
2 + \ / • •. '�• • 1 O O O SILT FENCE
--\ g _ _ _ `• i .� C .t, •`1 • . ,.• • # ^ •
• ,I. tio{ V///////////A EROSION CONTROL BIANNE7
"' ! •0'• .•, j •
WATER EDGE BUFFER
If
01P
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r • A i 1�• W r ,` ♦ tre uite 1Charlotte, C 282 ,
'a' 10,4„,, 1 O 704.338.8700
W J 1 ► w
` , •• 1 ' / I= E 440 S.Church Street, 000
W N.
/
r 02
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_- SAh42 •1_ _ `" \ v\ W '� \\ `^.`OQ FESSIp��ti9��'
•-
--- i--ate^, N \ \ . } ---- W W W W -w
SAN \
\ \ ............ ��. \ _ - 7 SEAL
�� - G \� _ SAN \ WESTERN BLVD \ \ �-
-\ \SAN -
_ �� _ ^
_ 42+59 c 1 ---_- ____ SA • 50 \ _�_- 60 _
� N _1\ s� G 5��---�� e 0 0 0
\ • N
43+ 39 _-� \ N 49+50 60 N 360 .•• •.FNGINEF
\\ —/ - 47+OOS,iiv �.. i-- 48+50"'— _ 4N- 6�0_ sue- •O0NAT P '-7- �. 4 J 00 � \\ -_ '�- _--- -_- �- \•�� 4§ Op�O 362 3 O•'•.......••'•5� ^
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\ 39( �_� 366 _ �_ ,
ro
39 - P 44+5'0 w r a PIPE SUMMARY
- �- 4___ J - iG- - '-110 is "�+>_, _ _ EX- - EX-3 EX-4
WORKSPACE \---------‘,.__ \ \ 388 5+00 372 J70 r
TEMPORARY \ \ \ 400 \ - ___
\ �� �- 5+50 __- 46+00
\ 402\ T \ \ \ . 334 7 382 380 _ - 378 -46+50 974 _ r '_ � / .j7'� •
LJDE:
,.. I \Y 40,7!\\\ \ \ a T \_`T L FO/� �:j--- l._.-- -HO �1•1 •'�� NCDOT ROW
—W 406 \\ \\ �,\ -/ -� `_� _ _' �/�_-_-�r-.-t�_CHO� - -- -v O -0� z? - -�'t - ___ f� MATERIAL:
-T NCDOT ROW "Ii �. HO ��`_ _ - / WALLI SD
ALL ROADS AND E �- • _ ET R t T
-0•`/ • --0 -- ^- - SIDEWALK TO REMAIN PROTECT EXISTING TREES
g DRIVEWAY CROSSINGS ` P COATING:R
• - TO BE PLATED AND " \ OPEN/PROTECTED DURING SEE TREE PROTECTION DETAIL
i CONSTRUCTION DRAWING 10303306-03R-7-010 COATING:
I I .� -
SECURED DURING - - FOOTAGE:
y'•• • CONSTRUCTION 6, •},` } J
I _" • _:I 4 TEST PRESS:
- - CRUSADER DR - , . •1•, at •
1- 7' •_ DSGN PRESS:
A ?; I 'MAOP:
„- '-.-t.•
✓7 - 1. ,•. . •t P-1 P-2 P-3 P-4
,•1•. 1 ''� ,/ _ SIZE: 12.750"
i ,\
•
ERW
I 1 - ) 6 . . - •.` MATERIAL: STEEL
I _.. _ , h;+ _ N.
' ,. - _ .. GRADE: X52M
•� •
rj/( •• ti} • SPEC: API 5L
.f� -r 1• • • �,y P• •./s .4t,�' 411 Ar •.�-w �' K'• mi.. WALL I SDR: 0.375„
I _ �i- i,•• +� 1 •• !* - • •+'•"' COATING: FBE
D ♦ NS,i -, •'� �� - . a•. COATING:
00 R �� I F '.` ` - TEST PRESS: 345 PSIG MIN
' I •' = DSGN PRESS:1,529 PSIGi I
R SCE
I• MAOP: 230 PSIG
Ro. •. RR•'D'� NOTED
•
-
I`� - 1 LCM ISSUED FOR REVIEW 12/23/22 D.*R-
031
2 LCM ISSUED FOR PERMIT 04/10/23°,u,,,, 4/15/24
3 ACZ ISSUED FOR PERMIT 11/i6/23 LCM KRW JCG
I _ 4�• • 453
ACZ UPDATED WORKSPACE 04/12/24 SHEET
5 ACZ UPDATED WORKSPACE 07/29/24`"°""`°`'""°"'
WAKED COUNTY,NC
7 COSY Mira,tk
8
9 5
Y - Dominion
I _ Energy°
30' 0 I 30' 60' RRo O,
SC,I71E:1"=30'
�. • wM121 REPLACEMENT,2023 RALEIGH PHASE
}. •
ALIGNMENT SHEET
1 -DNIsIo".IDTRIOT. RR,RO,�D.. .,oRRORDER.
.- ! - • u. Y. NOT RESPONSIBLE FOR ACCURACY
10303306-01C-5-007

SYMBOLS LEGEND
ROW ROAD ROW © GAS METER 0 MDH
0 POST W/O SIGN Da WATER VALVE
5P SIGNPOST ®° SCO
i4 10.iik.7, 7 rlR t - Ns IIIIIDRAINQD STORM MANHOLE
'`fY 4. \ Qs MANHOLE ® ELECTRIC METER
j�•• �r � •140 ' }- � � POWER POLE QO MONUMENT PIPE
•4+.`• S '` t A. 1�I r� - 'f•lc. .
r7t - I \ •
TRAFFIC SIGNAL O WATER VALVE
• t • ; , .
/ A� © COMM PED H DRAIN
ry � 4 i�.� ': Y A iti
! ,*I• t ' r. \ l TTF IGHT OLLE O CABLE HIANDHOLELE
�iI r,• �4�` 1 , -y"'. • •. 4' •i •' 2/ GAS VALVE O MONUMENT REBAR
. .< • ' ' / r 1, �.,'p �. .a t4" • 0 •• / \ Qw WATER METER �Q UTILITY POLE
7 x' i ►�•� . ; •i • I. 4 MAILBOX WELL
`� • itt ` _ t. ��•r,,j • SIGN IP INLET PROTECTION
t..w titre . � _ •
Y-' •• P '. Kt �\• p I f'r' . ^ ! �1'LTr•• �, r/ - -R GUY WIRE C CHECK DAM
,4•r t' _ i I , �. •. 'y' ,► '.tL O GAS MARKER
i•• _ ® SILT FENCE OUTLET
' -•t __ QM UTILITY MARKER
-h••` - 9 / O CATCH BASIN
I \ DRAIN MANHOLE
y
LINE TYPE LEGEND
- - — s / I __ _. PROPOSED GAS
/ • E ELECTRIC
..y / _ / _ SAN SANITARY
o- S _ \ —� _— W WATER
_ T - / T T i - G GAS
r- rj _ _ _ _ _ _ T l _- rl f l T T \\ � \ ---- -_n.. OH OVERHEAD POWER
1 t �- / i / T / T - S STORM
_I ►At
_ 1 /SD / / A / /� W_ T T TELEPHONE
I / l / FO FIBER OPTIC
11 I I I / / ---- --- WATER EDGE
' I - - - — — ROAD CENTERLINE
'� S .330—�
•
ROAD
' x _—^ DRIVEWAY
C ] TEMPORARY WORKSPACE
i SILTIFENCE NAGE BASINS
t .. �/
✓" 7__. _ s EROSION CONTROL BIANKE1
L WA TER EDGE BUFFER
Y L�
1' / / �. I HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
_ 70'
•
Licen
e Number
6
----:"
OUTDATED.TREE NO LONGER f , - s - I- 440 S.Church Street,tSuite 1000,Charlotte,NC 28202,
z I_ I o 704.338.8700
AERIAL IMAGERY IS
�� ON SITE AS OF START OF
III:
I_
.4 • _
il
CONSTRUCTION �
e ` woats:zoza.m.zst1:zs:10-os•QQ'pwnnprrsO a W ` P mSEAL
W 050 0
\ \ - - - 56 - - -WESTERN BLVD 20' I • \ .� --. - - ✓p•FA'GI/NEdF-�4�KCi`j-``
\ —T -s — — �. ' 352 �y - - - — — /� \ — — — — — '` ��V l•
'ONgTHAN GN .``.
T /II \_ _
\ a
\ � - \ 346 PIPE SUMMARY
49+50- 0+00 '•o ---- - - -- G 54+00 `l3 G i4f 0 55-+003 55+0 r+ - - -
/a -- - - 50 -,,51+00 - - -51+50 ��52+00 --52 50 53+00-'- 53+50 3 0 31` r e EX 1 EX 2 EX 3 EX 4
y, 466 364%'' 3f, 54 SA - _ SAN ;;9N- 5 SAN - Emin SIZE:
_ fr �- _ 35 s s -Tel° LJD:
^6
r .H _ _ _ _ 352,E -- •
0--3 350
•
- liN
tea. _ "+� - _, t - _c--- • OH W_ GRADE:
A
u� 2 G�
T
I . ;'Y '� T - c� ■ • WALL/SDR:
\ \ • • TEMPORARY i T � COATING:
L. \ \, •� WORKSPACE SIDEWALK TO REMAIN 1 i I >1■■�1I _ COATING:
j \ h OPEN/PROTECTED ••! ,- r r O a I/PI FOOTAGE:
\ \• .• 1r_ .r DURING CONSTRUCTION 1�
\ TEST PRESS:
I
.. -. u' s
_s DSGN PRESS:
-�: ..
MAOP:
• _ - - P-1 P-2 P-3 P-4
.-
•i ..
•
rt I
I r SIZE: 12.750"
.L ' y Ka- r ., y l J LJD: ERW
�� - / a MATERIAL STEEL
' • GRADE: X52M
. _ SPEC: API 5L
i, /F • } WALL/SDR: 0.375"
..r•^Lt:Y s 46
r �.0 ,•.1. . ,A • `'*I;.4. ' COATING:_ • COATING: FBE•
...�.r•.__ •�}r` - - FOOTAGE: 700'
-.• i., i
TEST PRESS: 345 PSIG MIN
•'1 4M+ +`M •' I DSGN PRESS:1,529 PSIG
'S r } r r • MAO BY 230 PSIG �.. °�E
•'ram' I - NOTED
,�� ;�„.�• 1 LCM ISSUED FOR REVIEW 12/23/22 DA,
*. h 2 LCM ISSUED FOR PERMIT 04N 0/23°,u,,,, 4/15/24
•� 3 ACZ ISSUED FOR PERMIT 11/16/23 LCM I KRW I JCG
4 ACZ UPDATED WORKSPACE 04N2/24 010 OF 031
5 ACZ UPDATED WORKSPACE 07/29/24`"°""`°`'""°"'
6 WA�KEGCOUNTY,NC
III
8
I
9 SCO iCENYERI,EM
Dominion
GISM
Ener
gy°
w
- 30' 0 30' 60' • M121 REPLACEMENT,2023 RALEIGH PHASE
. oNs NM •c* ALIGNMENT SHEET
- -• NOT RESPONSIBLE FOR ACCURACY
10303306-01C-5-008

SYMBOLS LEGEND
ROW ROAD ROW
G GAS METER 0 MDH
N POST W/O SIGN Da WATER VALVE
5P SIGN POST ®° SCO
N IIIII DRAIN QD STORM MANHOLE
�� Qs MANHOLE ® ELECTRIC METER
\ ' �Jla- POWER POLE QO MONUMENT PIPE
• _ _ I TRAFFIC SIGN WATER VALVE
- ,��A —- —--------------� © COMM PED H DRAIN
\ WATER EDGE ��_ I • 0 FLAG POLE ❑E ELECTRIC HANDHOLE
\ \ _ - F LIGHT POLE CICABLE HANDHOLE
.
� pd GAS VALVE O MONUMENT REBAR
S_ Qw WATER METER '-Q UTILITY POLE
\ --___ MAILBOX WELL
•''.. , - - _- _---- ��\ \\____ --- ---___- •• _ • SIGN IP INLET PROTECTION
• r
•
�G GUY WIRE CHECK DAM
E
S
-�• - 0 UTILITY MARKER
G
\ - t� i' __ CATCH BAS N csmg SILT FENCE UTLET
NN _ - - \ D DRAIN MANHOLE
\ a _ 100'STREAM BUFFER • • —\t. • 2' C c , .
• LINE TYPE LEGEND
1prol
I PROPOSED GAS
i -� E ELECTRIC
\ ` ' •+• SAN SANITARY
0 /Rr. .. ••,l'..�k'.� 5 W WATER
•t -- '-- - -- -- _- _ _ - - - - •
�. •..7 S OVERHEAD POWER
1
STO
M
1 :If �Jt T TELEPHONE
FIBER OPTIC
\ �____ -- -__T= ___ - `f - r - _ •-• 1 FO - CENTERLINEEDGE
TT u
-
ROAD
— c
F
yf / _ —_ / r ROAD
w.0 _ T- - _ - - - - / ---- 7 7 --- DRIVEWAY
_ --- / ----- NCDOT ROW
—330 378 WESTERN BLVD T - - - C ] TEMPORARY WORKSPACE
i• •�� _ •
, SINS
t - _ --- V �_-�--
DRAINAGE BA
- -. / -=- . O O O SILT FENCE
326 ;���
/ � -���i r///////////A EROSION CONTROL BLANK
—� 1 • • a I �, 324, �- __�i- WATER EDGE BUFFER
7 .,
4' ?ri i'•r ;.'"'"... ---"........-,
•� - HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
•
l •�,•1/ License Number F-0116
•
440 S.Church Street,Suite 1000,Charlotte,NC 28202,
I •
• (� ''� .:I I 704.338.8700
�,.
•
11 ,r Date:2024.07.2911:26:12-06:0llrrprr///I
z R•o DNC/ti.
W W - ''•
o' - , W WESTERN BLVD 11111111111111111111111-
_— _ SEALm . W / /// W _nWyi _ 050 0ew W— EGINEER0+50 •1+ o: ��� _ ��ATHgN GP
_ G 60+00in 334 82+00—G�2+50 -- rrt ,,
Q O _ �f59+50- N1' • T ...._ F.__ - ���_ . nnnurt
2� W �/� -- _ —59+00 T 6 T T 1 7�_33 — G� 3--0+ p _
3 SO
ss T—
W /1 34 __'_.`� ___:,; P%�` OH ��� IH - {- - - - -0 - _.L' -- - _ T�326 �64:1.00
344 - - —®®®®
O _OH'w
S N 1p-- can(_
SAN a
AN SAN H
________-_ {Z - • N SAN
A
---- - ---,`t'N : / TEMPORARY :., TROW 'GRADE ._
r
-
O
�
A '- ---_ 'may— — •k. - PROTECT EXISTING TREES m
_ �.. __ --_ / �/ WORKSPACE ----
• - "-- r� w _ SEE TREE PROTECTION DETAIL
%�- _ ���y,- \ f� 'r DRAWING 10303306-03R-7-010 -•
1 k • . ? -_ FOOTAGE:0/1"
y • PROTECT EXISTING TREES " - aT. '� o - - s - ®----
____ �' SEE TREE PROTECTION DETAIL _ •
• /• - •-. Q• - ====
V ���� DRAWING 1030330603R-7-010 r ` • i, - ,I - I� MAOP:
1'/�i// NCDOT ROW I ;• • ����
T1� _ • I I Fe1P CIN
��---
• 1 3=23Miii®iiiiiiiiiiiiiii■iiiiiiiiiiiiiii■iiiiiiiiiiiiiii■
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FOOTAGE Wri.\ .- , ,
---
1=12M11im1
y MAOP: �---
• • -
- I • CIEIMMIE"''' NOTED
. • _ �® r •• ®o..E_ 4/15/24
f/ , - ©®ISSUED FOR PERMIT 04/10/23
/ • - ©�ISSUED FOR PERMIT i�®M®
' `• - pm UPDATED WORKSPACES p11 OF 031
© UPDATED WORKSPACE�WAKE COUNTY NC
\ , • . . • ., t ...., .
I 0� ...---.
ElM cosTc. e.
r R >.? 0M = . .
F EIM M 5
I
w•\1 \
• Dominion
I - WC, Energy°
\ .. 30 . 30 ••' „o,Eo,
1 e.M121 REPLACEMENT,2023 RALEIGH PHASE
•1 1 r \ I of - SCALE_: 30' o�mst„=.
oN�S�ox.IS.eIC.. ALIGNMENT SHEET .o�.
A,
• - / MiLL�a -9iI116-1ilMA!"..lgaA_Eg1M
10303306-01C-5-009

SYMBOLS LEGEND
ROW ROAD ROW © GAS METER I7 MDH
N POST W/O SIGN Da WATER VALVE
5P SIGN POST 0 SCO
a • 7....,
` J DRAIN QD STORM MANHOLE
` \ Qs MANHOLE ® ELECTRIC METER
c --------.- \ \ POWER POLE 0 MONUMENT PIPE
f
I TRAFFIC SIGNAL WATER VALVE
© COMM PED H DRAIN
------. _ \ ors.. FLAG POLE ❑E ELECTRIC HANDHOLE
------ + LIGHT POLE CI HANDHOLE+ I
�.. ' pd GAS VALVE * MONUMENT REBAR
• -` ' \ J WATER METER `1 UTILITY POLE
// �\ / 100'STREAM BUFFER` - MAILBOX WELL
-- - - ---- --- -- --- - - - - --- - -- / '41 '..f \ ' a SIGN IP INLET PROTECTION
L \ G GUY WIRE C CHECK DAM
V .. O GAS MARKER
------- - -_- / / - \ 0 UTILITY MARKER ® SILT FENCE OUTLET
` CATCH BASIN
- --- __ / \ \ 0 DRAIN MANHOLE
��' - ` \ �� \ LINE TYPE LEGEND
r`- - / //4. \ y, - yF 1 PROPOSED GAS
�'� ;.• �P / ( 1, �4 ROCKY BRANCH ' 9L
.,- / y`r / f STREAM • F ` E ELECTRIC
P •_ _ SAN SANITARY
%... -' _ __. �+,/,' 0\ '� • Al 1 - \ - W WATER
' r _ nN. �� G GAS
•
!_T/I
G��-�y` S OVERHEAD POWER
„t • // \�-.\ \ S STORM
�_. ` T. \
I_ \ \ T TELEPHONE
;t�""t' - / 1 \ �.� FO FIBER OPTIC
-�1„.... \ \ • WATER EDGE
•�� ]..f_ - /C\ N\ ,
' jL \ - - ROAD CENTERLINE
,/ \\ 'I - = a 312 - / T --_ - ROAD
NCDOT ROW - • - .� T1� y1 \ 2� � NCDOTROW
.���
\ 374 i T .� _
BASINS
OH \ T 1 -
DRIVEWAY TEMPORARY WORKSPACE
` .r a\ DRAINAGE
_ - _ _ ...N.''' ,...
- SILT FENCE
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/ d>6 5 O - / /I
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�� � _ WORKSPACE 4 \ - MAOP:
I. / - - I �\ SIZE 12.750„
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WALL/SDR: 0.375"
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r • \\ - - COATING: FBE
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FOOTAGE: 700'
c \ R TEST PRESS: 345 PSIG MIN
A DSGN PRESS:1,529 PSIG
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1 '``' \ - I \ 1 LCM ISSUED FOR REVIEW 12/23/22.,,,
\ 2 LCM ISSUED FOR PERMIT 04/10/23 e"r,,,,,, 4/15/24
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/•r• 4 ACZ UPDATED WORKSPACE 04N 2/24 "E 012 OF 031
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10303306-01C-5-010

SYMBOLS LEGEND
ROW ROAD ROW
G GAS METER 0 MDH
la POST W/O SIGN 84 WATER VALVE
5' SIGN POST ®° SCO
- - ,- - --- - - - - - DRAIN OD STORM MANHOLE
�' Qs MANHOLE ® ELECTRIC METER
\ ' 1
Y'. 0
1 I TRAFFIC SIGNAL WATER VALVE
T F f. j - © COMM PED U DRAIN
- al
/- FLAG POLE ❑E ELECTRIC HANDHOLE
LIGHT POLE CI CABLE HANDHOLE
pd GAS VALVE O MONUMENT REBAR
Q WATER METER `CI, UTILITY POLE
` MAILBOX /* WELL
FP .
-- SIGN IP INLET PROTECTION
•
-- - G GUY WIRE C CHECK DAM
0 GAS MARKER ® SILT FENCE OUTLET
EM__
- I UTILITYMARKER
O DRAIN MANHOLE CATCH BASIN
LINE TYPE LEGEND
PROPOSED GAS
E ELECTRIC
\ . .- — _ ___
SAN SANITARY
W WATER
I • G GAS
OH OVERHEAD POWER
\ I S STORM LEP
T TELEPHONE
FO FIBER OPTIC
WATER EDGE
- _ F - ROAD CENTERLINE
ROAD
Ilk ,.,
I NCDOT ROW DRIVEWAY
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\\
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h o o o o t# O
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-- -- - -- - - - _ NcONTRGE_ 00 -. 77-00 77+50 78+00 78 d _ oti
OH \ CH304 p\ p o - G G -T —Oy G p' O/� _6R G HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
\ / T T - o G T "7 T— T License Number F-0116
G - G�\ G 7M 7 T -T 7- \ T . 440 S.Church Street,Suite 1000,Charlotte,NC 28202,
=T T \ T �— T a n _ T �- �� 310— T 704.338.8700
\ , • 0ate:2024.07.2911:26:16-06' •�
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y- r
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. 1 : FBE
a. � 100ATING
COATING:
• '�:.i I a. >.• • • FOOTAGE. 700'
1 r '�•- e l °��y�� .1 '• t/ �:',.."';.`"-.4'.e �' �' `� TEST PRESS: 345 PSIG MIN
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`', • ;!� .
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10303306-01C-5-011

SYMBOLS LEGEND
ROW ROAD ROW
G GAS METER ElMDH
a POST W/O SIGN Da WATER VALVE
5P SIGN POST ®° SCO
DRAIN OD STORM MANHOLE
^ III
MANHOLE ® ELECTRIC METER
,'+^ �j POWER POLE QO MONUMENT PIPE
t� \ .. • 7 �• •� +" TRAFFIC SIGNAL WATER VALVE
.� y COMM PE H• N FLAG POLE ❑E ELECTRIC HANDHOLE
\�'• - ' t LIGHT POLE CI CABLE HANDHOLE
LAN•
GAS VALVE/ O MONUMENT REBAR
I ' / t
fff 4 0' WATER METER °O, UTILITY POLE
+ d' MAILBOX * WELL
•' ► ' .%A ' a SIGN IP INLET PROTECTION
Iilift. / C GUY WIRE C CHECK DAM
0 GAS MARKER ® SILT FENCE OUTLET
lir .
/ QM UTILITY MARKER
O DRAIN MANHOLE CATCH BASIN
11111
Ilr
'l LINE TYPE LEGEND
!^'
PROPOSED GAS
E
SAN ELECTRIC
SANITARY
I .- - - • - W WATER
G GAS
I • 0 OH OVERHEAD POWER
S STORM
• 1011>
T TELEPHONE
V FO FIBER OPTIC
. WATER EDGE
ROAD CENTERLINE
ROAD
1 DRIVEWAY
e ••
] TEMPORARY WORKSPACE
DRAINAGE BASINS
I SILT FENCE
O O O
/ , ,
V///////////A EROSION CONTROL BLANK
IWATER EDGE BUFFER
HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
•
-- , - I License Number F-0116
•
NCDOT ROW •
440 S.Church Street,Suite 1000,Charlotte,NC 28202,
704.338.8700
00 -------- ------- Date.zoza.m.zs t t.zs.
TEMPORARY �.
----- WORKSPACE R
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ALIGNMENT SHEET
7.- _. =iLiiM:iALylLb91:fYI:ICIKrlll:l_Lrl'�
10303306-01C-5-012

SYMBOLS LEGEND
ROW ROAD ROW a POST W/O SIGN Da WATER VALVE
5P SIGN POST 0 SCO
01) `- IIIII DRAIN Q STORM MANHOLE
r • ••�. - Qs MANHOLE ® ELECTRIC METER
• / pit! / `
O. ryl !_. : air -- _ POWER POLE 0MONUMENT PIPE
r� I. '. - • TRAFFIC SIGNAL WATER VALVE
I••- _ © COMM PED U DRAIN
• o. �� - .+ # - •,�•+� 0-s_ FLAGPOLE ❑E ELECTRIC HANDHOLE
.► 1 � 1 • _ a I • LIGHT POLE• O CABLE HANDHOLE
Y •
' •• •• ! pd GAS VALVE O MONUMENT REBAR
�' - j . I _ ' WATER METER 'Q UTILITY POLE
rr 1 MAILBOX WELL
1
D • • v 4.'AI• • a SIGN IP INLET PROTECTION
', I �C GUY WIRE CHECK DAM
• / \ t fi
,` I �, 0Q GAS MARKER ® SILT FENCE OUTLET
. a
r' •
- MO UTILITY MARKER CATCH BASIN
• •
DRAIN MANHOLE
/ 40- ...._ir
LINE TYPE LEGEND
e �' . I_ `_ PROPOSED GAS
• t J �_ ( `'�/ IEELECTRICSAN SANITARY
• . ji W WATER
iddI . ALL ROADS AND I G GAS
�4III
I • DRIVEWAY CROSSINGS I I OH OVERHEAD POWER
•, _ • TO BE PLATED AND S STORM
F
SECURED DURING
I• •. k _ 1) �' _ FO FIBER OPTIC
2 _� • ' t j' r�I WATER EDGE
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U _ .'1 ►if-. ROAD
P.
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G DRAINAGE BASINS
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t EROSION CONTROL BLANK
Arrelfro
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w
a �' • _ _ the
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1: - NCDOT ROW TEMPORARY Q • — J.�--, _ - 440 S.Church Street,Suite 1000,Charlotte,NC 28202,
r WORKSPACE - _ A _ - — -- Q=+=50— '•}D - ____ NCDOT ROW 704.338.8700 S
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10303306-01C-5-013

SYMBOLS LEGEND
ROW ROAD ROW © GAS METER El MDH
a POST W/O SIGN Da WATER VALVE
5P SIGN POST 0 SCO
-� UI_ : _ _ _- •• IIIII DRAIN © STORM MANHOLE
I_ I •IL I 1 - •
w, Qs MANHOLE ® ELECTRIC METER
f ,�1 . ' Q� -- POWER POLE 0 MONUMENT PIPE
` et. ,•p • I , •`P.• TRAFFIC SIGNAL WATER VALVE
i , • 1 r �. /!�_ _ :��,` © COMM PED U DRAIN
I� �. FLAG POLE ❑E ELECTRIC HANDHOLE
I f�_ ',T \ �: ` \ - LIGHT POLE O CABLE HANDHOLE
ill
I' _ pd GAS VALVE O MONUMENT REBAR
•
tt - k a WATER METER `� UTILITY POLE
�B �J .-. `+1 • a.
��+ .,;;• cr MAILBOX /* WELL
_�
•�_ SIGN IP INLET PROTECTION
Si IA • I ' - r � tili �� N0 GUYWIRE C CHECKDAM
,' al 1 • 1 O GAS MARKER
. \ ® SILT FENCE OUTLET
/ 1 - 0 UTILITY MARKER
I , 1• , ® CATCH BASIN
1 �. 4! ii • ' \ . •• O DRAIN MANHOLE
_ 1
r •
t ,» � �� �` �Iv - ` t LINE TYPE LEGEND
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E ELECTRIC
i ,
i.
{ .II � - 1 1 • SAN SANITARY
.. 1 .X ;‘ W WATER
• • •:� `, G GAS
- ' ' OH OVERHEAD POWER
S STORM
T TELEPHONE
- �� •r 7f , FO o FIBER OPTIC�� .
m
If _ \ — , _ } }% '` 1 - - ROAD CENTERLINE
1• 100'STREAM BUFFER -- I f•� ,f • 1 ROAD
Pe'
4 i
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- .r = , �'JM •T U� ``�� \ \�' , DRIVEWAY
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1 VA - 1i - d /. 0,2V - �� 1 ' �� �� 6�RRV 'C 302� O o O SILT FENCE
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(
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Yv// o 1 m ����,1a � —> - — _ \ / L a \ 0110*5'. w > ` License Number F-0116
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n
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10303306-01C-5-014

SYMBOLS LEGEND
ROW ROAD ROW © GAS METER I7 MDH
a POST W/O SIGN Da WATER VALVE
5P SIGN POST 0 SCO
,�. • '} r. I . V. 11111 DRAIN OD STORM MANHOLE
•` •r ••� • "Y, �' Qs MANHOLE ® ELECTRIC METER
• • 1.• a.�.•i r �/ .1 a. f 5 - TRAFFIC SIGNAL LE 0
MONUMENT WATER VALVE
rla( • . , c.
• ` ',s r / • _ .r • © COMFLAG PED U DRAIN
o-�, FLAG POLE ❑E ELECTRIC HANDHOLE
�� lI —OW ` -' R • 2 + LIGHT POLE O CABLE HANDHOLE
I• 'Anil . ♦_ 1 C 1 pd GAS VALVE O MONUMENT REBAR
, •, .-' F"r •t ••' • - _ - - QW WATER METER ,O, UTILITY POLE
_ • /� _ • III _Z."`` . - - - lot_
MAILBOX WELL
`r- "�•C'n =r' �_ ,• 9 1 SIGN IP INLET PROTECTION
• �` .^,!,�•�•� • • - ' CGUY WIRECCHECKDAM
�,. - !r-• v L { `r { ; -_ O GAS MARKER ® SILT FENCE OUTLET
1t.` : -.. •l 1 \,F ✓ 5A •r r`•• I , ,, - AM UTILITY MARKER
♦ sEM
``� • t F• J * Fir , . ' 1,• - �, O DRAIN MANHOLE CATCH BASIN
z • LINE TYPE LEGEND
1 , PROPOSED GAS
• •r t - - .- .. • 1 • 1 SAN SANITARY
..F W WATER
- -. . A
,• S, ., • - �.� G GAS
r _ OH OVERHEAD POWER
.. *`_ - •
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r I • - } _ - T TELEPHONE
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l
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�+ z
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111 t, !.,.: E/ ` •` TEMPORARY WORKSPACE
. DRAINAGE BASINS
.I I f' r O O O SILT FENCE
& V///////////A EROSION CONTROL BLANK
,
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1 III WATER EDGE BUFFER
1_ HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
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10303306-01C-5-015

SYMBOLS LEGEND
ROW ROAD ROW © GAS METER 0 MDH
a POST W/O SIGN Da WATER VALVE
5P SIGN POST 0 SCO
- _ - �- IIIII DRAIN 0 STORM MANHOLE
- Qs MANHOLE ® ELECTRIC METER
/ - - POWER POLE 0 MONUMENT PIPE
- S.- -: • - +.•' ( - I I TRAFFIC SIGNAL WATER VALVE
© COMM PED H DRAIN
1 __ ors, FLAG POLE ❑E ELECTRIC HANDHOLE
I �, , L. _ •
I + LIGHT POLE CI CABLE HANDHOLE
, ? - pd GAS VALVE O MONUMENT REBAR
/ WATER METER 00., UTILITY POLE
`� - LL _ _ .. cr MAILBOX WELL
4. _ ��� ��.� SIGN 0 INLET PROTECTION
1 �C GUY WIRE C CHECK DAM
_ t 0 GAS MARKER ® SILT FENCE OUTLET
I
0 UTILITY MARKER
I" :] BASIN
.l•. . 1• .4
-
if
- - - _ - O DRAIN MANHOLE
'•t 1 . • - - •- LINE TYPE LEGEND
PROPOSED GAS
' ; •I,• E ELECTRIC
S.=
SAN SANITARY
I 1 •
W WATER
1 .
G GAS
OH OVERHEAD POWER
S STORM
•' - T TELEPHONE
FO FIBER OPTIC
• WATER EDGE
_
-
ROAD CENTERLINE
4iiiid
aliiir
I ROAD
$ DRIV
VEWAY
" I _ ] TEMPORARY WORKSPACE
_ DRAINAGE BASINS
Z - • - - 0 0 0 SILT FENCE
_• -, - V////////////I EROSION CONTROL BLANK
. I _ 1
J WATER EDGE BUFFER
•< / HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
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10303306-01C-5-016

SYMBOLS LEGEND
ROW ROAD ROW © GAS METER 0 MDH
a POST W/O SIGN Da WATER VALVE
5P SIGN POST 0 SCO
I — / ""' DRAIN Q STORM MANHOLE
` QQ MANHOLE ® ELECTRIC METER
ff POWER POLE 0 MONUMENT PIPE
• V 0 I I TRAFFIC SIGNAL c• WATER VALVE
t © COMM PED U DRAIN
A'r o-v, FLAG POLE ❑E ELECTRIC HANDHOLE
•
'-`E- r. I n.�•
+ LIGHT POLE O CABLE HANDHOLE
I •- -- '/ pd GAS VALVE O MONUMENT REBAR
I �� Qw WATER METER RO, UTILITY POLE
/
- - • _ _ ,r ( b = ,ll « cr MAILBOX Ob WELL
I . PII f -- SIGN IP INLET PROTECTION
/ Ala 7 +C GUY WIRE C CHECK DAM
..,
0 GAS MARKER ® SILT FENCE OUTLET
�" � � a QM UTILITY MARKER
` a J O DRAIN MANHOLE CATCH BASIN
r .
r
5 LINE TYPE LEGEND
• PROPOSED GAS
I ,Q �� 1 . 4,� -- - E ELECTRIC
.LLB d� `. 1 SAN SANITARY
/L+ W WATER
.. •I ( ,`\ _ G GAS
41. ,, _ OH OVERHEAD POWER
1 � � S STORM
1,y1. T TELEPHONE
•
! np" -
FO FIBER OPTIC
• — — WATER EDGE
ROAD CENTERLINE
, 1 ( ROAD
• 1 _ •7 DRIVEWAY
•
•• I a� / �, I/ E ] TEMPORARY WORKSPACE
l -• I A.I •
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ium
/ • / 2 O O O SILT FENCE
jai
.� • ` o ,I • 1 0O h 'K a 3 I �///////////� EROSION CONTROL BLANK
/
` �- PROPOSED PIPELINE TO TIE-IN eft WATER EDGEBUFFER
- - // 2 Iril
^ Et, TO EXISTING CABARRUS STREET RS a�LL([��y 1,` I if, I zYO3 V 1• �1 I - _ HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
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M F 7 1:1-;750
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10303306-01C-5-017

Nys �---______ r4 /�� 1165� �� ----,/-
-------------- ' SYMBOLS LEGEND
- T 'T FR� YY
-- AL \ 'kk'''q —� / / /s \ e POST W/O SIGN Da WATER VALVE
RO / - 5P SIGN POST SCO
G / DRAIN OD STORM MANHOLE
' Ww G Qs MANHOLE ® ELECTRIC METER
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LVE
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___- pd GAS VALVE O MONUMENT REBAR
---- c . %-' \ \ Qw WATER METER `-0., UTILITY POLE
/ � MAILBOX * WELL
a SIGN IP INLET PROTECTION
C GUY WIRE C CHECK DAM
t �\ O GAS MARKER
/ - ® SILT FENCE OUTLET
1 J �... --a�_7 __ \ QM UTILITY MARKER CATCH BASIN
/ K \ 0 DRAIN MANHOLE
�„ / / LINE TYPE LEGEND
UMW • /- •
_ / / �" 'v \ PROPOSED GAS
^ E ELECTRIC
/ \, RFIOW / i 1 SAN SANITARY
/ q'IA�E / W WATER
/ v / I G GAS
r STOM
// \\\ / -^ a OH S OVERHEAD POWER
\ / T TELEPHONE
EXISTING
\ l FO FIBER OPTIC
DIRT ROAD / / WATER EDGE
/ / I • - - ROAD CENTERLINE
' \\ / I ROAD
\ \\ / / DRIVEWAY
/ \\ \\ / 1 -, E ] TEMPORARY WORKSPACE
•- '' \'- EXISTING PAVED / -"� PROPOSED TEMPORARY
_ \ ,\\ \\ ACCESS ROAD / 0 \ L I EASEMENT
/ � PROPOSED TEMPORARY
\\ •_ / - - L-- -I EASEMENT FOR ACCESS
ill)\\ \\ / / 0 0 0 SILLTTIFENCE NAGE BASINS
r: ',
\\ .� / /....... _ r V///////////A EROSION CONTROL BLANKET
\\ / ' -` WATER EDGE BUFFER
\\V -T TEMPORARY EASEMENT FOR /
\ s. ACCESS AREA:0.89 ACRES
• \
\\111
HDR Engineering Inc.of the Carolinas,N.C.B.E.L.S.
// License Number F-0116
.+ \\\ 440 S.Church Street,Suite 1000,Charlotte,NC 28202,
1/ \\ •1 Date:2024.07.2911:26:28-06'0llllllll/III
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10303306-0IC-5-018

GENERAL NOTES
COMPOST FILTER SOCK PERIMETER NOTES 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS(RECPS).
1. USE FILTREXX®COMPOST FILTER SOCK(STRAW WATTLE)OR 12-Iry INCLUDING ANY NECESSARY APPLICATION OF LIME,FERTIUZER AND SEED.
18-IN.MIN. ENGINEER APPROVED EQUIVALENT.COMPOST FILTER SOCK 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPSINA6-INCH DEEP BY
y OVERLAP WOODEN STAKES(SEE NOTE 5) DIAMETER VARIES,REFER TO PLAN VIEWS AND DETAILS FOR6-IN.WIDE TRENCH WITH APPROXIMATELY 12-IN.OF RECPS EXTENDED BEYOND THE
10-FT.O.C. DIAMETER. �� UP-SLOPE PORTION OF THE TRENCH.ANCHOR THE RECPS WITH A ROW OF
CLOSED END 6-IN. - STAPLES/STAKES APPROXIMATELY 12-IN.APART IN THE BOTTOM OF THE TRENCH.
2. TO PREVENT WATER&SEDIMENT FROM FLOWING AROUND 4-IN.IN BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.APPLY SEED TO THE
...----- -COMPOST FILTER SOCK} MEASURES A MINIMUM 10-FT.LENGTH OF COMPOST FILTER 1 COMPACTED SOIL AND FOLD THE REMAINING I2-IN.PORTION OF RECPS BACK OVER
(SEE NOTE 1) I SOCK MUST BE PLACED UPSLOPE AT A 30 DEGREE ANGLE - - - J- THE SEED AND COMPACTED SOIL SECURE RECPS OVER COMPACTED SOIL WITH A
FROM THE ENDS OF THE MEASURES. 4-IN. ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12-IN.APART ACROSS THE WIDTH
10-FT. _ p OF THE RECPS.
M $TART ANCHOR TRENCH
3. COMPOST SOCKS SHOULD BE LOCATED AS SHOWN ON PLANS (NOTE 2) STAPLES T 3. ROLL CENTER RECPS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL RECPS
FV� FVOj� AND AS DIRECTED BY THE OWNER'S INSPECTOR OR EDGE ANCHOR TRENCH ( 7)NOTE WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE.ALL RECPS MUST
DESIGNATED REPRESENTATIVE AS NEEDED BASED UPON FIELD (NOTE 5)� ROLL DIRECTION BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
WOOD MULCH OR COMPOST (NOTE 3)TO 1/2 HEIGHT OF COMPOST FILTER SOCK CONDITIONS. 2-IN.TO
5-IN. APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4. PLACE CONSECUTIVE RECPS END-OVER-END(SHINGLE STYLE)WITH A 4 TO 6-IN.
COMPOST FILTER SOCK PLAN VIEW 4. PRIOR TO INSTALLATION,CLEAR ALL OBSTRUCTIONS 6-Ilirrr -
. t�•1 OVERLAP.USEA DOUBLE ROW OF STAPLES STAGGERED 4-IN.APART AND 4-INCH ON
INCLUDING ROCKS,CLODS,AND OTHER DEBRIS GREATER L 17- CENTER TO SECURE RECPS.
THAN 1-IN.THAT MAY INTERFERE WITH PROPER FUNCTION 5. FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A
OF THE COMPOST SOCK. _____
16 GAUGE WIRE IDE OVERLAP SEAM ROW OF STAPLES/STAKES APPROXIMATELY 12-IN.APART IN A 6-IN.DEEP X 6-IN.WIDE
WOODEN STAKES END OVERLAP SEAM (NOTE 6) TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
(SEE NOTE 5) WOODEN STAKES(SEE NOTE 5) 5. OAK OR OTHER DURABLE HARDWOOD STAKES 2-IN.BY 2-IN. (NOTE 4) 6. ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 2-IN.TO 5-IN.(DEPENDING
WOODEN STAKES 10-FT.O.C. 10-FT.O.C.,STARTING 5-FT. IN CROSS SECTION SHOULD BE DRIVEN VERTICALLY PLUMB, 4-IN.TO ON RECPS TYPE)AND STAPLED.
(SEE NOTE 5) THROUGH THE CENTER OF THE COMPOST SOCK.STAKES 6-IN. _
FROM ANGLED STAKES - 7. IN HIGH FLOW CHANNEL APPLIUTIONSASTAPLE CHECK SLOT IS RECOMMENDED AT
10-FT.O.C. COMPOST FILTER SOCK SHOULD BE PLACED AT A MAXIMUM INTERVAL OF IO FT.O.C. 30-FT.TO 40-FT.INTERVALS.USE A DOUBLE ROW OF STAPLES STAGGERED 4-IN.APART
3-IN.MIN OMPOST FILTER SOCK STAKES SHOULD BE DRIVEN TO A MINIMUM DEPTH OF 12-IN., AND 4-IN.ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL
3-IN.MIN WOOD MULCH OR WITH A MINIMUM OF 3-IN.PROTRUDING ABOVE THE
COMPOST TO 1/2 HEIGHT OF WOOD MULCH OR COMPOST TO COMPOST SOCK. 8. THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A ROW OF
COMPOST FILTER SOCK 1/2 HEIGHT OF COMPOST FILTER SOCK STAPLES/STAKES APPROXIMATELY 12-IN.APART IN A 6-IN.DEEP BY 6-IN.WIDE TRENCH.
} 6. IN THE EVENT STAKING IS NOT POSSIBLE(I.E.,WHEN SOCKS SOIL PREPARATION BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
FLOW FLOW ARE USED ON PAVEMENT)HEAVY CONCRETE BLOCKS SHALL __ 9. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES
\ BE USED BEHIND THE SOCK TO HOLD IT IN PLACE DURING FNn Am-HT1RTREN[I1 (NOTE 1) TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
\/jX/ 12-IN.MIN/��j� ' ,./ EROSION CONTROL BLANKET
RUNOFF EVENTS. (NOTE 8) 10. IN LOOSE SOIL CONDITIONS,THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN
/ \\/\\ �\ �� \\\\\\\ (NOTE 11)
6-IN.MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S.
7. IF THE COMPOST SOCK IS TO BE LEFT AS PART OF THE 1 - ISOMETRIC VIEW 11. EROSION CONTROL BLANKETS SHALL BE NORTH AMERICAN GREEN OR ENGINEER
SINGLE SOCK SECTION VIEW PYRAMID STACK SOCK SECTION VIEW NATURAL LANDSCAPE,IT MAY BE SEEDED AT TIME OF 6-IN. I APPROVED EQUIVALENT.REFER TO PLAN VIEW DRAWINGS FOR NORTH AMERICAN
INSTALLATION FOR ESTABLISHMENT OF PERMANENT 1 2 TO 5F-�IN. 2T0 S-IN. 2 TO 5-IN. 2 TO 5-IN. GREEN'S PRODUCT NAME FOR SPECIFIC GRADE OF EROSION CONTROL BLANKET FOR
VEGETATION USING THE SEED MIX ON NOTES&SEEDING - 1 - r EACH ROADSIDE SWALE/DITCH.
SPECIFICATIONS DRAWING. I 01 0 0 0 10 O C� O 90 as-Fr MAINTENANCE NOTES
COMPOST FILTER SOCK PERIMETER MAINTENANCE 2�' 2 f01. INSPECT AT LEAST ONCE EVERY SEVEN(7)CALENDAR DAYS AND WITHIN 24 HOURS
8. COMPOST FILTER SOCKS ARE NOT TO BE USED IN PERENNIAL 4-FT.OI O-T y0 IO 4-FT.O 0-10 0 IO
1. INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH RAINFALL EVENT THAT OR INTERMITTENT STREAMS. i 1.6-FT l i AFTER EACH RAINFALL EVENT THAT PRODUCES 1.0-IN.OR MORE OF PRECIPITATION.
PRODUCES 1/2-INCHES OR MORE OF PRECIPITATION. 0 0 0 0 0 L O O 0 0 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED,AND EROSION MUST NOT
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. I I- .1- 33-FT P �ii OCCUR BENEATH THE RECPS.
3. REMOVE ACCUMULATED SEDIMENT OVER I/2 THE HEIGHT OF THE COMPOST FILTER SOCK AND ANY 00000 OI O O O O OD 0000
0 CIO � 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
DEBRIS.THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. GROUND SHALL BE REPAIRED AND STAPLED.
4. IF PONDING BECOMES EXCESSIVE,THE SOCK MAY NEED TO BE REPLACED WITH ONE OF A LARGER GB-FT If 4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,THE PROBLEM SHALL
DIAMETER OR A DIFFERENT MEASURE.THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR OI 0 0 0(O (91 O 0 010 BE FIXED AND THE ERODED AREA PROTECTED.
DISLODGED. MEDIUM FLOW CHANNEL IGH FLOW CHANNEL
5. THE COMPOST FILTER SOCK SHALL BE REGULARLY INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE N S. ESTABLISHED.
AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS
AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED. 3.4 STAPLES PER SQ.YD. 3.75 STAPLES PER SQ,YD. ESTABLISHED.
6. REMOVE ALL COMPOST FILTER SOCK MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND RETURN THE STAPLE PATTERNS REFERENCE DETAIL BASED ON SCDHEC STORM WATER MANAGEMENT BMP HANDBOOK
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY DATEDJULY 31,2015(PORTIONS REVISED MAY 2014)AND NORTH AMERICAN
STABILIZED. GREEN INSTALLATION GUIDE
REF:DETAIL BASED ON FILTREXX®SWPPP CUT SHEET-SEDIMENT/PERIMETER CONTROL(SILTSOX)TM).
•COMPOST FILTER SOCK ONOTTO
EROSION CONTROL BLANKET CHANNEL Dale:2024.0729112630-06`0lllII,,,,SCALE ``��O�Qo E SIp��Xti9��
SEAL •
0500�0
1-HOOK SPACING VARIES(NOTE 4) ''O�gTHANGN O•
GENERAL NOTES
SILT FENCE T-POST Lop m coL - - . - m Lao SILT FENCE AND COMPOST FILTER SOCK OVERLAP NOTES
un 1. USE FILTRE T R SALTBOX%"'ORIGINAL OR ENGINEER APPROVED OMPOST FILTER SOCK 1. USE FILTREXX®SILTSOXX""ORIGINAL OR ENGINEER APPROVED
EQUIVALENT.REFER TO PLAN VIEWS FOR COMPOST FILTER SOCK 18-IN.MIN. 18-IN.MIN. EQUIVALENT.REFER TO PLAN VIEWS FOR COMPOST FILTER
; COMPOST FILTER SOCK (SEE NOTE 1)
FLOW FLOW DIAMETER. OVERLAP OVERLAP
J/ 2 INSTALL 1-HOOKS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE � (SEE NOTE 1) SOCK DIAMETER.
SEE NOTE 2
OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE AS 2. TO PREVENT WATER&SEDIMENT FROM FLOWING AROUND
1-HOOK WITHOUT NEEDED BASED UPON FIELD CONDITIONS. LOD LOD LOX LOD LOX THE MEASURES THE TOP COMPOST FILTER SOCK MUST BE
SILT FENCE ; OUTLET 3. LENGTH OF 1-HOOK SHALL BE A MINIMUM OF 6 FEET. _
�('j PLACED ON THE LIMITS OF DISTURBANCE SIDE OF THE SILT
(REFER TO DETAIL) 4. SPACING,ANGLE RELATIVE TO LOD,ADDITIONAL LENGTH,AND SILT FENCE ® SILT FENCE, ® FENCE AT THE OVERLAP.
q' RADIUS OF 1-HOOK AREAS DIRECTED BY THE OWNER'S DESIGNATED `
N 'P7 R \O� ENVIRONMENTAL REPRESENTATIVE AS NEEDED BASED UPON FIELD -_ --` - 3. APPLY WOOD MULCH OR COMPOST TO Y,HEIGHT OF
CONDITIONS. �_ COMPOST FILTER SOCK AND FOR THE LENGTH OF THE
5. OAK OR OTHER DURABLE HARDWOOD STAKES 2-IN.BY 2-IN.IN OVERLAP.
111111111111111.
CROSS SECTION SHOULD BE DRIVEN VERTICALLY PLUMB,THROUGH ____THE CENTER OF THE COMPOST FILTER SOCK STAKES SHOULD BE WOOD MULC =--,- ® 4. T-POST MAY BE USED TO SUBSTITUTE STAKES AS DIRECTED BY
J-HOOK-SILT FENCE PLACED ATA MAXIMUM INTERVAL OF 5-FT.O.C.STAKES SHOULD BE (SEE NOTE 3) s THE OWNER'S INSPECTOR OR DESIGNATED REPRESENTATIVE AS
DRIVEN TO A MINIMUM DEPTH OF 12-IN,WITH A MINIMUM OF 3-IN. _ NEEDED BASED UPON FIELD CONDITIONS.
PROTRUDING ABOVE THE COMPOST FILTER SOCK FLOW WOOD MULCH --
6, 1-HOOKS MAY BE USED IN COMBINATION WITH OTHER SWPPP (SEE NOTE 3) SILT FENCE AND COMPOST FILTER SOCK OVERLAP MAINTENANCE
MEASURES. NOTES
7. CONFIGURATION OF COMPOST FILTER SOCK AND SILT FENCE MAY BE FLOW 1. INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24-HOURS
MODIFIED FOR 1-HOOKS ON THE TRENCH SIDE OR AS NEEDED BASED AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2-INCHES OR
UPON FIELD CONDITIONS,AS BY DIRECTED OWNER'S DESIGNATED MORE OF PRECIPITATION.
WOODEN STAKE ENVIRONMENTAL REPRESENTATIVE. PYRAMID STACK SOCK/SILT FENCE
1-HOOK SPACING VARIES(NOTE 4) (NOTE 5) SINGLE SOCK/SILT FENCE
B. BACKFILL LOOSE COMPOST OR FINE WOOD CHIPS TO 1/2 THE HEIGHT OVERLAP-PLAN VIEW OVERLAP-PLAN VIEW 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
SILT FENCE T-POST Lm LOD Lao Lao Loo Lw OF THE COMPOST FILTER SOCK ALONG THE UPSLOPE SIDE.FILLING
LCo THE SEAM BETWEEN THE SOIL SURFACE AND THE COMPOST FILTER 3. THE MAXIMUM ALLOWABLE ACCUMULATED SEDIMENT IS 2/3
SOCK, THE HEIGHT OF THE BOTTOM 18-IN.DIA.COMPOST FILTER
FLOW FLOW SOCK(APPROX.10-IN.).HOWEVER ACCUMULATED SEDIMENT
MAINTENANCE NOTES SHOULD BE REMOVED MORE FREQUENTLY.
1. INSPECT AT LEAST ONCE EVERY SEVEN(7)CALENDAR DAYS AND 4. REMOVE ACCUMULATED SEDIMENT TO PROVIDE ADEQUATE
WITHIN 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES SEE NOTE 2
w; SILT FENCE A; COMPOST FILTER SOCK STORAGE VOLUME FOR THE NEXT RAIN.TAKE CARE TO AVOID
m2 (REFER TO DETAIL �,Z 1.0-IN.OR MORE OF PRECIPITATION.
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. COMPOST (SEE NOTE 1) UNDERMINING THE COMPOST FILTER SOCK DURING
,� '� /3 3. SHOULD THE FABRIC OF A SILT FENCE COLLAPSE TEAR DECOMPOSE FILTER SOCK CLEANOUT.
\Oly \O!y OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. (SEE NOTE 1) SEDIMENT STORAGE ZONE SEDIMENT STORAGE ZONE SSE
4. THE MAXIMUM ALLOWABLEACCUMULATED SEDIMENT IS HALF THE ■ (SEE MAINTENANCE NOTE 3) (SEE MAINTENANCE NOTE 3) 5. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR xo. Ev esvisiou oA.E
HEIGHT OF THE FABRIC.HOWEVER ACCUMULATED SEDIMENT TORN. NTS
COMPOST FILTER SOCK SHOULD BE REMOVED MORE FREQUENTLY. _ _ 1 LCM ISSUED FOR REVIEW 12/23/22 nEY
•
(NOTE 1) FLOW FLOW 6. IF PONDING BECOMES EXCESSIVE,THE SOCK MAY NEED TO BE 2 LCM ISSUED FOR PERMIT 04/10/23 uNnm., 4/12/24
LOOSE COMPOST 5. REMOVE ACCUMULATED SEDIMENT TO PROVIDE ADEQUATE STORAGE REPLACED,WITH ONE OF A LARGER DIAMETER OR A DIFFERENT
OR WOOD CHIPS VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE ® MEASURE.THE SOCK NEEDS TO BE REINSTALLED IF 3 ACZ ISSUED FOR PERMIT 11/16/23 SNEER
KRW JCG
J-HOOK-COMPOST FILTER SOCK FENCE
NODUTE CARE TO AVOID UNDERMINING THE FENCE DURING JJ 021 OF 031
(NOTE 8) I UNDERMINED OR DISLODGED. 4 ACZ UPDATED WORKSPACE 04/12/24
WOOD MULCH WOOD MULCH 7. THE COMPOST FILTER SOCK SHALL BE REGULARLY INSPECTED 5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
(SEE NOTE 3) (SEE NOTE 3) UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE 6 Gis E.•S SAGS a.
THE MEASURE HAS BEEN PERMANENTLY STABILIZED. 7 COSSCENEERM
8
8. REMOVE ALL COMPOST FILTER SOCK MATERIALS AND 9
OCOMPOST FILTER SOCK J HOOK DETAIL GRADE AND STABILIZE
IT AFTER AND ORENTRIB THETIAREA DRAIN 5
SINGLE SOCK/SILT FENCE PYRAMID STACK SOCK/SILT FENCE GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE
NOT TO SCALE OVERLAP-SECTION VIEW OVERLAP-SECTION VIEW AREA HAS BEEN PROPERLY STABILIZED. '
9. LARGE DEBRIS,TRASH,AND LEAVES SHOULD BE REMOVED Dominion
FROM IN FRONT OF COMPOST FILTER SOCK WHEN FOUND. 0 Energy
10. REFER TO GENERAL NOTES&LEGEND DRAWING FOR COMPOST
MATERIAL REQUIREMENTS AND DISPOSAL/RECYCLING ----
FILTER SOCK OVERLAP DETAIL HANDLING. o ouobrM121REPLACEMENT.2023RALEIGHPHASE
OT TO SCALE nSE RICS DETAIL SHEET
SNo,E 10303306 wo o„'-n"
NOT RESPONSIBLE FOR ACCURACY

,2p LOOSE COMPOST GENERAL NOTES
T• OR WOOD CHIPS 11. USE FILTRE SILTSO)0T ORIGINAL OR ENGINEER APPROVED EQUIVALENT.USE 18-IN.
(NOTE 8) %Km DIAMETER COMPOST FILTER SOCK WHEN INSTALLING ON SOIL.IN SEVERE FLOW a DANDY CURB SACKTVI SITUATIONS,LARGER COMPOST FILTER SOCK MAY BE SPECIFIED BY THE ENGINEER.
DURING INSTALLATION,COMPOST FILTER SOCK SHALL BE COMPACTED TO BE SLIGHTLY 3.0 INSTALLATION:
SHORTER THAN CURB HEIGHT. 3.1 REMOVE THE GRATE FROM THE CATCH BASIN.
2. DROP INLET PROTECTION SHOULD BE LOCATED AS SHOWN ON PLANS AND AS DIRECTED 3.2 FOR OIL AND SEDIMENT MODEL;TO INSTALL OR
BY THE OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE REPLACE ABSORBENT,PLACE ABSORBENT PILLOW IN
® STORM GRATE 3. PRIOR TO INSTALLATION,CLEAR ALL OBSTRUCTIONS INCLUDING ROCKS,CLODS,AND UNIT,ON THE BOTTOM(BELOW-GRADE SIDE)OF THE
((ileill'
® OTHER DEBRIS GREATER THAN 1-IN.THAT MAY INTERFERE WITH PROPER FUNCTION OF CURB I UNIT.
WOODEN STAKE THE COMPOST FILTER SOCK 3.3 STAND THE GRATE ON END.MOVE THE TOP LIFTING
(NOTE a) OPENING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO
4. OAK OR OTHER DURABLE HARDWOOD STAKES 2-IN.BY 2-IN.IN CROSS SECTION SHOULDTHE DANDY CURB SACK®UNIT SO THAT THE GRATE IS
BEDRIVENVERTICALLY PLUMB,THROUGH THE CENTER OF THE COMPOST FILTER SOCK �� BELOWTHETOPSTRAPSANDABOVETHELOWERSTAKES SIKXIIDBE PLACED ATA MAXIMUM INTERVAL OF 5-FT.O.C.STAKES SHOULD BESTORM STRAPS.THEGRATESHOULDBECRADLEDBETWEENFLOW FLOW DRIVEN TO A MINIMUM DEPTH OF 12-IN,WITH A MINIMUM OF 3-IN.PROTRUDING GRATE - THE UPPER AND LOWER STRAPS.
ABOVE THE COMPOST FILTER SOCK 3.4 HOLDING THE LIFTING DEVICES,INSERT THE GRATE
5. IN THE EVENT STAKING IS NOT POSSIBLE(HIGHLY COMPACTED SOILS OR IMPERVIOUSH v LIFT
SURFACES)SAND BAGS OR HEAVY CONCRETE BLOCKS MAY BE USED BEHIND THE SOCK TOOLD IT IN -I STRAPS INTO THE INLET,THEN LOWER BACK EDGE WITH
6 E DURING RUNOFF EVENTS.
POSIRON THE COMPOST FILTER SOCK AS NEEDED ON THE GROUND,ENSURING THERE IS ♦=��`� I I TNG CAREFUL THAT
HE(GRATE REMAINSNDRICAL TUBE I IN PLACEAND(BEING CAREFUL
® GOOD GROUND CONTACT AND NO VOID SPACES UNDER THE COMPOST FILTER SOCK J CURB NOT TO DAMAGE THE DANDY CURB SACK®UNIT.THE
® •.4181
7. DO NOT DRAG COMPOST FILTER SOCK ACROSS ROUGH SURFACES.IF DRAGGING ACROSS FILTER II CYLINDRICAL TUBE SHOULD PARTIALLY BLOCK THE
A ROUGH SURFACE IS NECESSARY,PLACE A BARRIER SUCH AS PLASTIC OR A TARP UNDER �T I I CURB HOOD OPENING WHEN INSTALLED PROPERLY.
COMPOST FILTER SOCK TO PREVENT TEARING. ,, 4.0 MAINTENANCE:
COMPOST FILTER SOCK a BACKFILL LOOSE COMPOST OR FINE WOOD CHIPS TO 12 THE HEIGHT OF THE COMPOSTI 4.1 REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS
(NOTE 1) REINFORCED II � O I FROM VICINITY OF UNIT AFTER EACH STORM EVENT.
FILTER SOCK ALONG THE UPSLOPE SIDE FIWNG THE SEAM BETWEEN THE SOIL SURFACE CORNERS
�l// AND THE COMPOST FILTER SOCK 4.2 AFTER EACH STORM EVENT AND AT REGULAR
�O 9. FILTREXX DRAINCHEXXR,DANDY BAG*,OR OTHER PRODUCTS MAY BE AUTHORIZED BY 4 I I
k 4� INTERVALS,LOOK INTO THE DANDY CURB SACK®UNIT.
ENGINEER AS ALTERNATIVES FOR DROP INLET PROTECTION. -Al �HI optional outflow ports IF THE UNIT IS MORE THAN 1/3 FULL OF ACCUMULATED
SEDIMENT,THE UNIT MUST BE EMPTIED.
MAINTENANCE NOTES I I 4.3 TO EMPTY THE UNIT,USING THE LIFTING STRAPS LIFT
1. INSPECT AT LEAST ONCE EVERY SEVEN(7)CALENDAR DAYS AND WITHIN 24 HOURS AFTER I THE UNIT OUT OF THE INLET AND REMOVE THE GRATE.
PLAN VIEW EACH RAINFALL EVENT THAT PRODUCES 1A-IN.OR MORE OF PRECIPITATION. 1 TRANSPORT THE UNIT TO AN APPROPRIATE LOCATION
2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. ')` I FOR REMOVAL OF THE CONTENTS.HOLDING THE
3. THE MAXIMUM ALLOWABLE ACCUMULATED SEDIMENT IS 1/2 THE HEIGHT OF THE J DUMPING STRAPS ON THE OUTSIDE AT THE BOTTOM OF
COMPOST FILTER SOCK.HOWEVER ACCUMULATED SEDIMENT SHOULD BE REMOVED THE UNIT,TURN THE UNIT UPSIDE DOWN,EMPTYING
WOODEN STAKE MORE FREQUENTLY. kit,40001
THE CONTENTS.REINSTALL UNIT AS ABOVE.
(NOTE 4) 4. REMOVE ACCUMULATED SEDIMENT TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE -
NEXT RAIN.TAKE CARE TO AVOID UNDERMINING THE COMPOST FILTER SOCK DURING • 4.4 FOR OIL AND SEDIMENT MODEL;REMOVE AND REPLACE
COMPOST FILTER SOCK CLEANOUT. ABSORBENT WHEN NEAR SATURATION.
(NOTE 1) _ 4.5 DISPOSE OF UNIT AND/OR ABSORBENT IN ACCORD WITH
LOOSE COMPOST 5. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN.
OR WOOD CHIPS 6. IF PONDING BECOMES EXCESSIVE,THE COMPOST FILTER SOCK MAY NEED TO BE REPLACED APPLICABLE FEDERAL,STATE AND LOCAL
(NOTE 8)� /I� WITH A DIFFERENT MEASURE. (Manageable ENVIRONMENTAL LAWS AND REGULATIONS.
\ 7. THE COMPOST FILTER SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. 2 foot containment •
FLOW \_ 8.
8. THE COMPOST FILTERSOCKSHALLBEMAINTAINEDUNTILDISTURBEDAREAABOVETHE area I DUMPING
I DEVICE HAS BEEN PERMANENTLY STABILIZED AND CONSTRUCTION ACTIVITY HAS CEASED. - STRAPS
DROPli .•
INLET
•, or
SECTION VIEW
EDCOMPOST
FILTER SOCK- DROP INLET PROTECTION ONOTTOSCALE
SILT BAG INLET PROTECTION
OTTO SCALE
Dale:2024.07.2911:28:32-TV'i(Elllllllll/III,'
2-IN.MIN. ��O��o ESSIpO��ti��
WATTLE(SEE (TYP.)
WATTLES NOTES WATTLE SPACING .� QR a�•,9�'.
NOTE 3)(TYP.) 1. INSTALL WATTLES ROADSIDE 1. IF ROADSIDE SWALES/DITCHES ARE
2-FT.(MAX) DOWN-SLOPE STAKE SWALES/DITCHES AS INDICATED ON WITHIN THE CONSTRUCTION CORRIDOR - SEAL
SPACING (SEE NOTE 6) THE PLAN VIEWS. THE FOLLOWING WATTLE SPACING WILL
UP-SLOPE STAKE EXISTING BE OBSERVED: .7. ; 050 0 :• -
(SEE NOTE 6) ') GROUND 2. WATTLES SHALL BE INSTALLED
(TYP.) SURFACE ACCORDANCE WITH WATTLE SPACING, WATTLE SPACING TABLE a
(TIP.) FILTER BAG NOTES ✓p•.!YGINE,-;,y S.
OR ADJUSTED BASED ON CONDITIONS 12-INCH FILTREXX® 1. LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL q7 •• GN '''
IN THE FIELD.ADDITIONAL WATTLES SPACING DISTANCE �Y HAN �l'
., SLOPE(%) COMPOST FILTER SOCK OR SEWN WITH HIGH STRENGTH,DOUBLE STITCHED"1"TYPE SEAMS.THEY SHALL BE �/11111111111
` j'... x\ ': MAY BE INSTALLED AS DIRECTED BY THE (FT.O.C.) ENGINEER APPROVED EQUIVALENT CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS.HIGH VOLUME FILTER
OWNER OR OWNER'S REPRESENTATIVE. 1 100 T- -I BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING
3, USE 12-IN.(NOMINAL)STRAW WATTLE STANDARDS:
CROSS SECTION VIEW-VEE-SHAPE CROSS SECTION VIEW-TRAPEZOIDAL-SHAPE FOR ROADSIDE SWALES/DITCHES LESS 2 50 ®THAN 3-FT.IN DEPTH.FOR ROADSIDE 3 33 ® TABLE:FILTER BAG MATERIAL
SWALES/DITCHES GREATER THAN 3-FT. 4 25WWI HEAVYDUTY LIFTING STRAPS
IN DEPTH,A 20-IN.WATTLE SHOULD BE 5 20 (RECOMMENDED) PROPERTY TEST METHOD MINIMUM STANDARD
USED. DISCHARGE HOSE - - -
DOWN-SLOPE STAKE UP-SLOPE STAKE 4. INSTALL WATTLES IN A SHALLOW 1.1. FOR ROADSIDE SWALES/DITCHES AVG.WIDE WIDTH
PUMP STRENGTH ASTM D-4884 60 LB/IN
(SEE NOTE 7) (SEE NOTE 7) TRENCH WITH MINIMUM EMBEDMENT SLOPES GREATER THAN 10 PERCENT, I
(TYP,) (TYP.) DEPTH OF 3-IN.NO DAYLIGHT SHOULD WATTLES ARE NOT RECOMMENDED, INTAKE GRAB TENSILE ASTM Dd632 205 LB
BE VISIBLE BENEATH THE WATTLE AND COMPOST FILTER SOCKS Z I I I ��) HOSE PUNCTURE ASTM D-4833 110 LB
INSTALL WATTLE(S)TO A HEIGHT IN SHOULD BE USED AT THE SAME FILTER BAG I I
/ / / / / / A / SPACING IN TABLE. I I �. MULLEN BURST ASTM D-3786 350 PSI
/ / / / ROADSIDE SWALES/DITCHES SO FLOWI I I
/ / / / / / / / 5. WILL NOT WASH AROUND WATTLE AND jR, W RESISTANCE ASTM D-4355 70%
/ WATTLES MAINTENANCE
FLOW.0 FLOW( ( SCOUR ROADSIDE SWALE/DITCH 1. INSPECT AT LEAST ONCE PER 7 CALENDAR I CLAMPS AOS%RETAINED ASTM D-4751 80 SIEVE
\ \ \ \ 'Y \ \ \ SLOPES. DAYS AND WITHIN 24 HOURS OF A RAIN I I I GEOTEXTILE FABRIC
\ \ \ \ EVENT GREATER THAN OR EQUAL TO 2. FILTER BAGS SHALL BE REPLACED WHEN THEY REACH CAPACITY.SPARE BAGS SHALL BE
\ \ \ SEE INSET"A" \ \ SEE INSET•A' 1.0-IN.IN 24 HOURS. ® KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED.ALL
6, USE MINIMUM 2-FT.LONG WOODEN :aBAGS SHALL BE WITHIN THE APPROVED LIMITS OF DISTURBANCE.DISCHARGE TO
STAKES WITH A 2-IN.BY 2-IN. 2. MAKE ANY NECESSARY REPAIRS APPROPRIATE EROSION AND SEDIMENTATION CONTROL MEASURE.
CROSS-SECTION. IMMEDIATELY. 3. FILTER BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%WITHOUT
PLAN VIEW-VEE-SHAPE PLAN VIEW-TRAPEZOIDAL-SHAPE L J APPROPRIATE STABILITY MEASURES.PLACE FILTER BAGS ON EXISTING WELL VEGETATED
7. INSTALL A MINIMUM OF 2 UPSLOPE 3. THERE ARE TO BE NO GAPS BETWEEN AREAS.IF DISCHARGE LOCATION IS BARE SOIL PLACE FILTER BAG ON GEOTEXTILE
STAKES AND 4 DOWNSLOPE STAKES ENDS OF ADJACENT WATTLES OR FABRIC.
PLAN VIEW 4. THE PUMP DISCHARGE HOSE SHALL INSERTED INTO THE BAGS IN THE MANNER
(2-FT.SPACING)AT AN ANGLE TO BETWEEN SOIL SURFACE AND WATTLE SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED.A PIECE OF PVC PIPE IS
WEDGE WATTLE TO BOTTOM OF BOTTOM.
ROADSIDE SWALES/DITCHES. RECOMMENDED FOR THIS PURPOSE.
4.-.5. SEE INSET"A" STAKES DISCHARGE HOSE 5. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM
(SEE NOTE 6) 4. REPAIR ANY UPSLOPE OR UNDERCUTTING SPECIFIED BY THE MANUFACTURER.WHICHEVER IS LESS.PUMP INTAKES SHALL BE
` 8. STAKES SHOULD PENETRATE THE OUTER DEFICIENCIES FOR PROPER PERFORMANCE. CLAMPS FLOATING AND SCREENED.
WATTLE NETTING,BUT SHOULD NOT 6. FILTER BAGS SHALL BE INSPECTED DAILY FOR CAPACITY AND RIPS.IF ANY PROBLEM IS
PENETRATE THE INTERIOR OF THE 5. REMOVE ALL FILTRATION IMPEDIMENTS INTAKE DETECTED,PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE
WATTLE INCLUDING SEDIMENT DEPOSITS AND
ROAD DES IA LOOSE DEBRIS WHEN SUCH CONDITIONS I, HOSE PROBLEM IS CORRECTED.
SWALE/DITCH IMPACT WATTLE FUNCTIONALITY. E 7. WATER PUMPED OUT OF TRENCH SHALL NOT BE DISCHARGED INTO WATERWAYS.
SLOPE 9. FOR TRAPEZOIDAL ROADSIDE y� WATER SHALL BE DISCHARGED INTO A FILTER BAG OR DEWATERING STRUCTURE
S< . . SWALES/DITCHES,INSTALL WATTLES V��, LOCATED IN A WELL VEGETATED AREA AT LEAST SO-FEET AWAY FROM A STREAM OR NO. E. REVISION OA.E SCALE
ALONG A SINGLE CONTOUR LINE IN 6. SEDIMENT BUILD UP SHOULD NOT BE NTS
WATTLE(SEE WETLAND. 1 LCM ISSUED FOR REVIEW 12/23/22 Dare_
BASE OF ROADSIDE SWALES/DITCHES. ALLOWED TO EXCEED ONE THIRD OF 4/12/24
NOTE 3)(TYP.) \ PUMP 8. INSTALL 12-INCH COMPOST FILTER SOCK ON THREE DOWNGRADIENT SIDES OF FILTER
3-IN.(MIN.) WATTLE HEIGHT. BAG. 2 LCM ISSUED FOR PERMIT 04/10/23 O,u,,,,.
GEOTE)CTILE FABRIC CROSS SECTION VIEW 3 ACZ ISSUED FOR PERMIT 11/16/23 LCM I KRW JCG
ISOMETRIC VIEW INSET"A" 7. MONITOR CHANGING CONDITIONS TO REFERENCE:DETAIL BASED ON PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL SHEET
ANTICIPATE WATTLE REMOVAL OR PROTECTION IPA DEPI STANDARD DETAILS. 4 ACZ UPDATED WORKSPACE 04/12/24 022 OF 031
REPLACEMENT. 5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
6 GIsuOE PAGE a.
7 COSY NEWER>
®WATTLE FILTER BAG 9
OT TO SCALE NOT TO SCALE 5
Dominion
0 Energy°
EeO,EO,-
M121 REPLACEMENT,2023 RALEIGH PHASE
ORArn.G,.oE. DETAIL SHEET
ONIsION.oIs.eIO.. IEeO,E 10303306 wOa<o„OEA.
NOT RESPONSIBLE FOR ACCURACY

GENERAL NOTES
18-IN.DIA COMPOST 1. USE FILTREXX.SILTS0)004 ORIGINAL OR ENGINEER APPROVED EQUIVALENT. XISTING GROUND SURFACE STAKE(TYP.) PIPE INLET PROTECTION NOTES
FILTER SOCK 2. COMPOST FILTER SOCK SHALL BE PLACED AT LOCATIONS INDICATED ON PLANS OR AS DIRECTED BY (SEE NOTE 7) 1. USE 18-INCH FILTREXX.COMPOST FILTER SOCK(STRAW WATTLE)OR ENGINEER
CONCRETE COMPOST FILTER SOCK THE S DESIGNATED ENVIRONMENTAL REPRESENTATIVE.COMPOST FILTER SOCK SHOULD BE APPROVED EQUIVALENT.MINIMUM OF 14.5-IN.HEIGHT OF COMPOST FILTER SOCK
APPROXIMATE BLOCK \ EXISTING CULVERT
(NOTE 4)
EXISTING GROUND INSTALLED IN A PATTERN THAT ALLOWS COMPLETE PROTECTION OF THE CURB INLET. j/ AFTER INSTALLATION.
SURFACE 3. INSTALLATION OF COMPOST FILTER SOCK WILL ENSURE A MINIMAL OVERLAP OF AT LEAST 1-FT.ON j\\ 2-FT. COMPOST) 2. INSTALL PIPE INLET PROTECTION AT CULVERTS RECEIVING FLOW ACROSS DISTURBED
FILTER SOCK
PAVEMENT EITHER SIDE OF THE OPENING BEING PROTECTED.COMPOST FILTER SOCK WILL BE ANCHORED TO THE \ (SEE NO
CURB SOIL BEHIND THE CURB USING STAPLES,STAKES OR OTHER DEVICES CAPABLE OF HOLDING THE ///// AREAS.LOCATIONS OF PIPE INLET PROTECTION SHALL BE BASED ON PLANS AND
INLET COMPOST FILTER SOCK IN PLACE. WOOD MULCH CONDITIONS IN THE FIELD.
4. USE 1B-IN.DIAMETER COMPOST FILTER SOCK WHEN INSTALLING ON SOIL IN SEVERE FLOW (SEE NOTE 5)
SITUATIONS,LARGER COMPOST FILTER SOCK MAY BE SPECIFIED BY THE ENGINEER.DURING 3. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS OTHERWISE SPECIFIED BY THE
INSTALLATION,COMPOST FILTER SOCK SHALL BE COMPACTED TO BE SLIGHTLY SHORTER THAN CURB FLOW FLOW ENGINEER.
CONCRETE GUTTER HEIGHT.
5. COMPOST FILTER SOCK SHALL BE POSITIONED SO AS TO PROVIDE A PERMEABLE PHYSICAL BARRIER ����\/\/\/\/\/\�\/\/\/ \/\/\/ \ 4. STRAW WATTLE ARE NOT TO BE USED IN PLACE OF COMPOST FILTER SOCK OR STONE.
CURB TO THE CATCH BASIN ITSELF,ALLOWING SEDIMENT TO COLLECT ON THE OUTSIDE , ���<j/ '\�//,//". \� // /\\
6. A SPACER IS REQUIRED IN ORDER TO KEEP THE COMPOST FILTER SOCK AWAY FROM THE CURB INLET X\V\�/ �/� /�% S. APPLY WOOD MULCH OR COMPOST TOY HEIGHT OF COMPOST FILTER SOCK.
OPENING.THIS SPACER SHOULD BE CINDER BLOCKS OR A HOG WIRE SCREEN BENT TO OVERLAP THE 6. REFER TO GENERAL NOTES FOR COMPOST MATERIAL REQUIREMENTS AND
CURB INLET OPENING AND KEEP THE COMPOST FILTER SOCK FROM FALLING INTO THE OPENING.USE PIPE INLET PROTECTION SECTION VIEW DISPOSAL/RECYCLING HANDLING.
SECTION VIEW AT LEAST ONE SPACER FOR EVERY 4-FT.OF CURB INLET OPENING.HE WIRE GRID ALSO PREVENTS
OTHER FLOATABLE WASTE FROM PASSING OVER THE COMPOST FILTER SOCK 7. 2-IN.BY 2-IN.HARD WOODEN STAKES SHALL BE INSTALLED THROUGH THE MIDDLE OF
7. STAKES SHALL BE INSTALLED THROUGH THE MIDDLE OF THE COMPOST FILTER SOCK ON 5-FT. THE COMPOST FILTER SOCK.SPACE STAKES A MAXIMUM OF 2-FT.O.C.DRIVE THE
CENTERS,USING 2-IN.BY 2-IN.BY 3-FT.WOODEN STAKES
& STAKING DEPTH SHALL BE 12-IN. O� HARD WOODEN STAKE TO A MINIMUM OF 1-FT.INTO THE GROUND LEAVING A
9. IN THE EVENT STAKING IS NOT POSSIBLE(HIGHLY COMPACTED SOILS OR IMPERVIOUS SURFACES) STAKE(TVP.) t� MINIMUM OF 3-IN.PROTRUDING ABOVE THE COMPOST FILTER SOCK.
SAND BAGS OR HEAVY CONCRETE BLOCKS MAYBE USED BEHIND THE SOCK TO HOLD IT IN PLACE (SEE NOTE 7) ` ` PIPE INLET PROTECTION INSPECTION&MAINTENANCE
DURING RUNOFF
10. GUTTER BUDDY., ANDY CURB.,OR OTHER PRODUCTS MAY BE AUTHORIZED BY ENGINEER AS ....-
EXCESS MATERIAL TO BE 1. THE KEY TO FUNCTIONAL PIPE INLET PROTECTION IS WEEKLY INSPECTIONS,ROUTINE
CURB DRAWN IN AND TIEDMAINTENANCE,AND REGULAR SEDIMENT REMOVAL
OFF TO 2-IN.X 2-IN. ALTERNATIVES FOR CURB INLET PROTECTION.
WOODEN STAKE
MANHOLE EXISTING CULVERT 18-IN.COMPOST FILTER SOCK 2. INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH RAINFALL
MAINTENANCE NOTES `` EVENT THAT PRODUCES 1/2-INCHES OR MORE OF PRECIPITATION.
CA s
1B-IN.DIA.COMPOST ,-CONCRETE 1. (RAINFALL EVENT THAT PRODUCES,@-IN OR MORE NSPECT AT LEAST ONCE EVERY SEVEN(7)CALENDAR OFPRECIPITATION.
YS AND N24 HOURS AFTER EACH `\\ (SEE NOTE 1) 3. ATTENTION TO SEDIMENT ACCUMULATIONS IN FRONT OF THE STRAW WATTLE IS
1, FILTER SOCWit BLOCK 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. \` EXTREMELY IMPORTANT.ACCUMULATED SEDIMENT SHOULD BE CONTINUALLY
COMPOST FILTER 1 THE MAXIMUM ALLOWABLE ACCUMULATED SEDIMENT IS 1/2 THE HEIGHT OF THE COMPOST FILTER \` MONITORED AND REMOVED WHEN NECESSARY.
SOCK(NOTE 4) SOCK HOWEVER ACCUMULATED SEDIMENT SHOULD BE REMOVED MORE FREQUENTLY. FFLOW 2 FT. U FLOW
4. REMOVE ACCUMULATED SEDIMENT TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. �i/ 4. REMOVE ACCUMULATE SEDIMENT WHEN IT REACHES Y THE HEIGHT OF THE STRAW
APPROXIMATE CURB INLET PAVEMEM TAKE CARE TO AVOID UNDERMINING THE COMPOST FILTER SOCK DURING CLEANOUT. ��1 WATTLE.
EXISTING GROUND 5. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. /
SURFACE 12-IN.MIN. & IF PONDING BECOMES EXCESSIVE,THE COMPOST FILTER SOCK MAY NEED TO BE REPLACED WITH A 5. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE AREAS OR SPREAD
BEYOND DIFFERENT MEASURE. THINLY ACROSS DISTURBED AREA.STABILIZE THE REMOVED SEDIMENT AFTER IT IS
OPENING 7. THE COMPOST FILTER SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. /�� RELOCATED.
�. & THE COMPOST FILTER SOCK SHALL BE MAINTAINED UNTIL DISTURBED AREA ABOVE THE DEVICE HAS / '//j�/" 6. LARGE DEBRIS,TRASH,AND LEAVES SHOULD BE REMOVED FROM IN FRONT OF TUBES
BEEN PERMANENTLY STABIUZED AND CONSTRUCTION ACTIVITY HAS CEASED.
` WHEN FOUND.
�j��j� '\ (SEEEEOD NOTE 5)MULCH 7. PIPE INLET PROTECTION STRUCTURES SHOULD BE REMOVED AFTER THE DISTURBED
CONCRETE GUTTER
\ AREAS ARE PERMANENTLY STABILIZED.REMOVE ALL CONSTRUCTION MATERIAL AND
a� SEDIMENT,AND DISPOSE OF THEM PROPERLY.GRADE THE DISTURBED AREA TO THE
O/y ELEVATION OF THE CULVERT.STABILIZE ALL BARE AREAS IMMEDIATELY.
PLAN VIEW
PIPE INLET PROTECTION PLAN VIEW 'ADOPTED AND MODIFIED NOTES FROM THE SOUTH CAROLINA DEPARTMENT OF HEALTH
AND ENVIRONMENTAL CONTROL STRAW WATTLE INLET PROTECTION DETAIL
OBLOCK
AND GRAVEL INLET PROTECTION FOR CURB INLET PIPE INLET PROTECTION
NOT TO SCALE
NOT TO SCALE
Dale:2024.07.2911:28:33-06s'Q11 111 11 1LIT7
�` NCAR �
24•.. oFESSIO;y,
k'!,,
` . V .
CONSTRUCTION CORRIDOR
(LIMITS OF DISTURBANCE) _ • SEAL
050 0
TEMPORARY IMPACTED ROADSIDE SWALES/DITCHES NOTESE.
MATTING(SEE 1. EXISTING ROADSIDE SWALES/DITCHES ARE WITHIN THE ��/446���----
SWALE/DITCH NOTES 3&4) CONSTRUCTION CORRIDOR AT VARIOUS LOCATIONS ,i•'••FNGINEF-R y `
CENTERLINE TO THROUGHOUT THE PROJECT. ��NgTHAN GP'CE`�
PIPE CENTERLINE TT/T1111111111"`
(DISTANCE VARIES) 2. A IMPACT IS DEFINED AS TRENCHING,GRADING,AND/OR
EXISTING ROAD,, TEMPORARY REMOVAL OF EXISTING VEGETATIVE GROUNDCOVER WITHIN
SPOILS PILE THE CONSTRUCTION CORRIDOR.
50-FT.(MIN.) TES rp 3. ROADSIDE SWALES/DITCHES THAT HAVE BEEN IMPACTED BY
SEE NOTE 1 TRENCH ER PUMPED OUATERING T OF TRENCH SHALL NOT BE y�� ��������//'��� ��������������� /i\ MATTING NSTTALCONSTRUCTION LED.IVITIES SHALL HAVE TEMPORARY
DISCHARGED INTO WATERWAYS.WATER SHALL BE \\ \ \ \ \ \� / ��\X\ /\ /` /\�,'
TRENCH DEWATERING PUMP FILTER BAG OR DISCHARGED INTO A FILTER BAG OR DEWATERING \\/\/\�/�\/X\/\/,/ /��\ 4. TEMPORARY MATTING SHALL BE NORTH AMERICAN GREEN
HOSE DEWATERING STRUCTURE STRUCTURE LOCATED IN A WELL VEGETATED AREA WATTLE \// /\/ OR ENGINEER APPROVED EQUIVALENT.REFER TO PLAN VIEW
AT LEAST 50'AWAY FROM A STREAM OR WETLAND. (SEE NOTE 5) /\/ DRAWINGS FOR NORTH AMERICAN GREEN'S PRODUCT NAME
2. TIGHTEN SEAL SLEEVE AROUND THE PUMP X/ �/' PROPOSED FOR SPECIFIC GRADE OF TEMPORARY MATTING FOR EACH
DISCHARGE HOSE WITH A STRAP OR SIMILAR
\/// ►j/ PIPELINE ROADSIDE SWALE/DITCH.
/\//V7,, /\ \/�\//'//'//'/ �/\//V'//'//'/'/�\\i CONTR \/ N��j 5 ROADSIDE
S ONLACTDIV T EESSHA T HAVE WATTN IL
INSTALLEDY./// /Y///////// \/\/ ///// // / •
3 PRESSURE WITHIN THE FILTER BAG IN PREVENT EXCESSIVE \\/\\\\\\/ PER THE SPACING INDICATED ON THE PLAN VIEW DRAWINGS
\\ FLOATING \\\ PUMP DISCHARGE HOSE ACCORDANCE WITH THE MANUFACTURER �/\//X ' AND INSTALLED PER THE STRAW WATTLE DETAIL/// INTAKE /\� RECOMMENDATIONS.AS THE BAG FILLS WITH IMPACTED ROADSIDE SWALE/DITCH SECTION VIEW
PROPOSED
ELINE\ `/\\/ SEDIMENT,REDUCE PUMPING RATE ACCORDINGLY.
\/ l// TRENCH DEWATERING MAINTENANCE CONSTRUCTION CORRIDOR
/\/ 1. REMOVE AND PROPERLY DISPOSE OF SILT BAG UPON COMPLETION OF 4. PUMP SUCTION HOSE MUST NOT BE ALLOWED TO
COME IN CONTACT WITH TRENCH BOTTUSE
\< \/ PUMPING OPERATIONS OR AFTER FILTER BAG HAS REACHED CAPACITY, FLOATING INTAKE OR PROVISIONS MUSTOM MADE (LIMITS OF DISTURBANCE)
WHICHEVER OCCURS FIRST.UNDER NO CIRCUMSTANCES SHALL USED FILTER
, TO ELEVATE THE SUCTION HOSE TO AT LEAST 1-FT.
\ //' BAGS LEFT IN PLACE ERFOR PERIOD OF TIME GREATER THAN 48 HOURS ABOVE THE BOTTOM OF THE PIPE TRENCH UNTIL SWALE/DITCH
\\ AFTER DEWATERING OPERATIONS ARE COMPLETE. NON-IMPACTED ROADSIDE SWALES/DITCHES NOTES:
/\ BOTTOM DEWATERING IS NECESSARY. CENTERLINE TO 1. EXISTING ROADSIDE SWALES/DITCHES ARE WITHIN THE
\� \� \ 2. SPREAD THE AND RED SEDIMENT FROM THE FILTER BAG IN AN APPROVED 5. DEWATERING SHALL NOT OCCUR DURING TIMES OF EXISTING ROAD PIPE CENTERLINE TEMPORARY CONSTRUCTION CORRIDOR AT VARIOUS LOCATIONS
/�/j\///\�j\//j// UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE HEAVY RAINFALL EXCEPT AS REQUIRED TO PREVENT (DISTANCE VARIES) SPOILS PILE 1 THROUGHOUT THE PROJECT.
WORK DAY. FLOODING OF CONSTRUCTION EQUIPMENT
LOCATED IN BORE PITS AND TRENCHES. 2. A NON-IMPACT IS DEFINED AS AREAS WHERE EXISTING
3. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS,TEARS,OR PUNCTURES. _ VEGETATION WITHIN THE CONSTRUCTION CORRIDOR
DURING OPERATION KEEP CONNECTION BETWEEN PUMP HOSE AND FILTER 6. PUMPS UTILIZED DURING DEWATERING SHALL BE \� \ \ /\/ /\/ /\ \/\�\�\�\/\\// REMAINS THROUGHOUT THE DURATION OF THE PROJECT.
BAG WATER TIGHT. PLACED WITHIN
SECON NDARY
CONTAINMENT
ONTAF A NMND OR \/\\/\\///\//\//\/�\//�\//X�//\\// //\\//\\/\\\\i\\/\ 3. NON-IMPACTED ROADSIDE SWALES/DITCHES THAT ARE
4. CONTRACTOR SHALL ONLY INSTALL ONE DEWATERING HOSE PER FILTER BAG. \ \WATERBODY. WATTLE . /\ WITHIN THE CONSTRUCTION CORRIDOR THAT MAY RECEIVE
/ /
(SEE NOTE 3) \/ / \/ SEDIMENT FROM CONSTRUCTION ACTIVITIES WILL HAVE scue
PROPOSED \ \\ WATTLE INSTALLED PER THE SPACING INDICATED ON THE xo. BY REVISION on.E
PIPELINE \ //� DETAIL.IEW DRAWINGS AND INSTALLED PER THE WATTLE 1 LCM ISSUED FOR REVIEW 12/23/22 mre: NTS
v �, /� 2 LCM ISSUED FOR PERMIT 04/10/23 ex,,,,,,, 4/12/24
\ 3 ACZ ISSUED FOR PERMIT 11N6/23 LCM KRW JCG
<\\ VVA// 4 ACZ UPDATED WORKSPACE 04/12/24 SHEET
023 OF 031
5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
NON-IMPACTED ROADSIDE SWALE/DITCH SECTION VIEW 6 GI..PAGE a.
7 COST C.xreRIt
@TRENCH DEWATERING ROADSIDE SWALE/DITCH DETAIL 9 5
NOT TO SCALE
NOT TO SCALE
Dominion
OEnergy°
Peo,Eo,x.M121 REPLACEMENT,2023 RALEIGH PHASE
ex.rnxG„OE. DETAIL SHEET
oxIsIou,oIs.eIC.. r""10303306 woa<o„on.
NOT RESPONSIBLE FOR ACCURACY

EXISTING 50.FT. (MIN.) (MIN) 20-FT. (MIN.)
PUBLIC ROAD
2 TO 3-IN.DIAMETER WASHED STONE 2 TO 3-IN.DIAMETER WASHED STONE 6-IN.(MIN.)
CONCRETE MIX(60-LB.) (PASHTO41 OR ENGINEER (AASHTO Cl OR ENGINEER
1
APPROVED EQUIVALENT) APPROVED EQUIVALENT)
EQUIVALENT) v x H•a H_ •1 IT•.�raravra..rar•x�vrara..ra--- .r••a -r-- v J5
6-IN.MIN. j / TABLE:TRENCH
i BREAKER SPACING BACKFILLMATERIAL
' 8OZ NON-WOVEN 8OZ.NON-WOVEN J
/'®_�®;dam TEMPORARY CULVERT
®��M\ (VARIES) SLOPE(%) SPACING(FT.) (15-IN.MIN.) GEOTEXTILE GEOTEMILE
DIRT SACKS\.{■ �/ <5 AS DIRECTED
\rima f j 5-10 100 CONSTRUCTION ENTRANCE SECTION VIEW CROSS-SECTION A-A'
PIPELINE EW_7�j
10-20 75 CONSTRUCTION ENTRANCE NOTES
TYPICAL TRENCH WALL re� `-w-I / 20-35 50 p1 CHECK DAM PHASE 1 MSC
_ v(BEE NOTES) 1. DUE TO SITE CONSTRAINTS THE WIDTH AND LENGTH MAY BE ADJUSTED BASED ON CONDITIONS IN THE
>35 25 LL FIELD.
��\/ LOD •• LOU LOD LOO- 2. APPROPRIATE SIGNAGE WILL BE POSTED ALONG THE ROAD TO INFORM THE GENERAL PUBUC OF
���` ��-I/ POTENTIAL CONSTRUCTION TRAFFIC PER REQUIREMENTS.
O . XISWALE-DITCH MATTING 3. STOCKPILE TOPSOIL FROM CONSTRUCTION ENTRANCE INSTALLATION.USE TOPSOIL FOR BACKFILL AFTER
.MUM" m ( �ISEE NOTES REMOVAL OF CONSTRUCTION ENTRANCE DURING FINAL CLEANUP.
802.NON-WOVEN 4. THE NEAREST UPSTREAM AND DOWNSTREAM CULVERT DIAMETER(S)WILL BE OBSERVED AT EACH
\�\\/�\ \ \ R. L\,\ A GEOTEXTILE LOCATION A CONSTRUCTION ENTRANCE IS TO BE INSTALLED WITHIN A ROADSIDE SWALE/DITCH.
i ` IIII� r DIAMETER OF TEMPORARY CULVERT SHALL BE THE LARGER OF EITHER THE CULVERT,BUT NO LESS THAN
TYPICAL TRENCH r \, , ._11_ 1S-IN.IN DIAMETER CONTRACTOR SHALL FIELD VERIFY AND DETERMINE APPROPRIATE CULVERT TO BE
LLLL USED.
BOTTOM E ._-_-_-_- 5. INSTALL CHECK DAM IN SWALE/DITCH AT DOWNSTREAM LOCATION OF OMITS OF DISTURBANCE
PHASE 2 E&SC&CONSTRUCTION
TRENCH BREAKER SECTION VIEW TRENCH BREAKER NOTES: .-•0 .: I 6. MAINTAIN CONSTRUCTION ENTRANCE IN ACCORDANCE WITH MAINTENANCE NOTES BELOW.
1. INSTALL TRENCH BREAKERS AS
SHOWN ON PLANS AND/OR AS PHASE 3 E&SC
PIPELINE DIRECTED BY ENVIRONMENTAL III 7. THE CONSTRUCTION ENTRANCE AND CULVERT(IF PRESENT),WILL BE REMOVED WHEN CONSTRUCTION
41. INSPECTOR(REFER TO TABLE VARIES iAlli O ply' ACTIVTOES CEASE ON THE PROJECT.THE REMOVED STONE AND SEDIMENT FROM THE ENTRANCE WILL BE
TYPICAL TRENCH WALL CONCRETE MIX(60-LB.) ► 1
FOR SPACING). . , HAULED OFF-SITE AND DISPOSED OF PROPERLY.
-_ -_ Alba
-•
4...
_ . U. UPON REMOVAL OF THE CONSTRUCTION ENTRANCE THE CONTRACTOR SHALL BRING THE AREA TO
2. TOP OF TRENCH BREAKER TO ORIGINAL GRADE AND STABILIZE IT.IF A TEMPORARY CULVERT WAS UTILIZED IN CONJUNCTION WITH
TERMINATE 6-INCHES BELOW �. _ _ THE CONSTRUCTION ENTRANCE THE CONTRACTOR SHALL INSTALL TEMPORARY MATTING AND WATTLES
MEMWITHIN ROADSIDE SWALE/DITCH.
THE PROPOSED FINAL GRADE. 9. TEMPORARY MATTING SHALL BE NORTH AMERICAN GREEN BIONET SC150BN OR ENGINEER APPROVED
10-FT. EQUIVALENT.
vii♦ 3. CONTRACTOR MAY SUBSTITUTE (MIN.) �� L_� AI 10. INSTALL THREE WATTLES IN EACH IMPACTED SWALE/DITCH;UPSTREAM,DOWNSTREAM.AND MIDDLE OF
FOAM MATERIAL THAT HAS x INTERSECTION OF SWALE/DITCH AND LIMITS OF DISTURBANCE.WATTLES SHALL BE 12-INCH(NOMINAL)
BEEN APPROVED BY THE I •',,, TEMPORARY CULVERT STRAW WATTLE FOR CHANNELS LESS THAN 3 FEET IN DEPTH AND FOR CHANNELS GREATER THAN 3 FEET
(SEE NOTE 4) 2 TO 3-IN.DIAMETER
oIN DEPTH,A 24-INCH WATTLE SHOULD BE USED.
ENGINEER AND OWNER. \ W , WASHEDSTONE
v CHECK DAM
MI 4. DIRT SACKS ARE TO BE USED Q(SEE NOTES) CONSTRUCTION ENTRANCE MAINTENANCE
1. INSPECT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAIN EVENT GREATER THAN
WITHIN 25-FEET OF ALL STREAM LOU L•o LOU LOD LOB OR EQUAL TO 1.0-IN IN 24 HOURS.INSPECT MORE FREQUENTLY DURING PERIODS OF HEAW USE.
AND WETLAND CROSSINGS. 2. THE ENTRANCE WILL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO EXISTING ROADWAYS.SEDIMENT TRACKED,SPILLED,DROPPED OR OTHERWISE
CONSTRUCTION ENTRANCE PLAN VIEW DEPOSITED ONTO ROADWAYS WILL BE SWEPT UP AS SOON AS PRACTICAL AND PLACED BACK WITHIN
THE APPROVED DISTURBED AREA.
PLAN VIEW 3. IF EXCESS SEDIMENT HAS CLOGGED THE STONE THE ENTRANCE WILL BE TOPDRESSED WITH NEW STONE
AS NEEDED.REPLACEMENT OF THE STONE MAY BECOME NECESSARY WHEN THE STONE BECOMES FILLED
WITH SEDIMENT AND MUD.
OTRENCH BREAKER 000NSTRUCTION ENTRANCE
NOT TO SCALE NOT TO SCALE
Dale:2024.07.2911:28:35-08`I(Q\I I I I I I I I/III,
� CA
`�4...:•NcESSRP 'I%.!k/,�
• SEAL -_
0500�D
i�Nq EEgNEGP ,,
8-FT.MAXIMUM
6-FT.STEEL T-POST
6-FT.STEEL T-POST FENCE MATERIAL
(SEE
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLO
LLL-LI
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL_LL FENCE MATERIAL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL /)SEE NOTE 1)
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-u 48-IN.
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL_LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL_LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL
_LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL-LL I__LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL_LL
/ /\//\//\\//\//\//\\//\\//\//\//\\'\// /j ///
/
EXCLUSION/SAFETY FENCE NOTES:
1. ORANGE OR OTHER HIGH VISIBILITY COLOR,UV RESISTANT HIGH-TENSILE STRENGTH POLY
BARRICADE FABRIC.
2. FENCE SHALL BE INSTALLED AROUND BORE PITS,AS SHOWN ON PLANS FOR OTHER AREAS
AND AS NEEDED BASED UPON FIELD CONDITIONS.
3. FENCE SHOULD BE FASTENED SECURELY TO THE T-POSTS.
EXCLUSION/SAFETY FENCE MAINTENANCE:
1. INSPECT EVERY 7 CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH RAINFALL EVENT NO BY REVISION on.E swe_
. NTS
THAT PRODUCES 1/2-INCHES OR MORE OF PRECIPITATION. 1 LCM ISSUED FOR REVIEW 12/23/22 Dore_
2 LCM ISSUED FOR PERMIT 04/10/23,,,u•,,, 4/12/24
2. SHOULD ANY OF THE FENCE COLLAPSE,TEAR,OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY. 3 ACZ ISSUED FOR PERMIT 11/16/23 LCM I KRW JCG
SHEET
3. REMOVE ALL FENCING MATERIALS UPON COMPLETION OF PROJECT. 4 ACZ UPDATED WORKSPACE 04/12/24 024 OF 031
5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
6 GI.. a.
7 COST CENrER>
8
9 5
.EXCLUSION/SAFETY
FENCE Dominion
OT TO SCALE Energy°
Eeo,Eo,x.M121 REPLACEMENT,2023 RALEIGH PHASE
Dx.rnxG„(PE. DETAIL SHEET
oxIsIou.oIsTeIGT. IEeo,E 10303306 woa<o„on.
NOT RESPONSIBLE FOR ACCURACY

GENERAL NOTES 1-FT.MIN.
12-IN. 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL (TYP.) MIN. 1 OR BALE
I COMPOST FILTER SOCK
10-FT. BALE(SEE NOTES B&9)
PRODUCTS(RECPS),INCLUDING ANY NECESSARY APPLICATION OF LIME, (SEE NOTE 3) (ryp)
FERTILIZER AND SEED.
2-IN.TO � 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6-IN. �-1
5-I � 6-IN. DEEP X 6-IED TRENCHHEU-SITH LOE APPROXIMATELY F 1 O RECPSII El
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH.ANCHOR
THE RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12-IN. CLEARLY
SAND BAG(IYPJ 18-IN.DIA.COMPOST FILTER SOCK r
APART IN THE BOTTOM OF THE TENCH.BACKFILL AND COMPACT THE MARKED 24-IN.MIN.
TRENCH AFTER STAPLING.APPLY SEED TO THE COMPACTED SOIL AND OR BALE DIA.(SEE NOTES B&9) SIGNAGE
TART RT H FOLD THE REMAINING 12-IN.PORTION OF RECPS BACK OVER THE SEED (TVP.) '
A A MIN.10-FT. CONCRETE
8-I�
SIDE OVERLAP SEAM (NOTE 2) AND COMPACTED SOIL SECURE RECPS OVER COMPACTED SOIL WITH A WASHOUT !MIN
(NOTE 4) ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12-IN.APART ACROSS (SEE NOTE 3) SAND BAG
THE WIDTH OF THE RECPS. Li I MIN.12-FT. (TYPi
\\ TOP OF SLOPE 3. ROLL THE RECPS DOWN OR HORIZONTALLY ACROSS THE SLOPE BASED (SEE NOTE 3) III 18-IN.
ON ENVIRONMENT INSPECTOR.RECPS WILL UNROLL WITH APPROPRIATE
SC150BN EROSION CONTROL BLANKET SIDE AGAINST THE SOIL SURFACE.ALL RECPS MUST BE SECURELY 1-FT.(NOTE 7) / FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN EDGE OF CAPACITY I I 24-IN.
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. I PLASTIC LINER (SEE NOTE 2) MIN.
4. THE EWES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY ' 20 MIL PLASTIC 2LAYERS
OF
SOIL PREPARATION I.3--IN. 2 TO 5-IN.OVERLAP DEPENDING ON THE RECPS TYPE. -
(NOTE 1) 5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END (SEE NOTES 6 Al)� _N
(SHINGLE STYLE)WITH AN APPROXIMATE 3-IN.OVERLAP.STAPLE -THROUGH OVERLAPPED AREA APPROXIMATELY 12-IN.APART ACROSS SECTION VIEW A-A SIGNAGE
OVERLAP SEAM ENTIRE RECPS WIDTH. .MIN. 2 LAYERS OF 20 MIL PLASTIC LINER
6. IN LOOSE SOIL CONDITIONS,THE USE OF STAPLE OR STAKE LENGTHS 1-FT
B, (NOTE 5) m,P) (SEE NOTES6A7)
GREATER THAN 6-IN.MAY BE NECESSARY TO PROPERLY SECURE THE
'4,0,. RECPS.
7. EROSION CONTROL BLANKET SHALL BE NORTH AMERICAN GREEN BIONET
EXTEND BLANKET SC150BN OR ENGINEER APPROVED EQUIVALENT. PLAN VIEW
MINIMUM OF 3-FT.
FROM TOE OF SLOPE
MAINTENANCE NOTES CONCRETE WASHOUT NOTES
ISOMETRIC VIEW 1. INSPECT AT LEAST ONCE EVERY SEVEN(0 CALENDAR DAYS AND WITHIN 1. ACTUAL LOCATION DETERMINED IN FIELD. 13. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR SIDEWALK SECTIONS.
24 24 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCE51.0-IN.OR 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID M AND/OR SOLID REACHES STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY NOT BE PUMPED INTO OR DISCHARGED TO THE
HOURRE OF AF ERIEACIH 2/3 OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 6-IN.OF STORM DRAIN SYSTEM OR RECEIVING SURFACE WATERS.LIQUID WASTE MUST BE PUMPED OUT AND REMOVED
FREEBOARD. FROM PROJECT.
2 T05-IN. 2T05-IN. 2T05-IN. 2T05-IN. 2T05-IN. 2T05-IN. 2T05-1N. 2T05-IN. 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. 3. CONCRETE WASHOUT STRUCTURES REQUIRING ADDITIONAL CAPACITY SHALL INCLUDE EXCAVATED PIT BENEATH 14. LOCATE WASHOUTS AT LEAST 50-FT.FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE
I 3. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED,AND HDPE LINER OF WASHOUT RETENTION AREA.DEPTH OF PIT VARIES DEPENDING ON REQUIRED CAPACITY. SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.ATA MINIMUM,INSTALL PROTECTION OF
_ ~ �0C�,�1 ~ ��1,�I ~ EROSION MUST NOT OCCUR BENEATH THE RECP. 4. CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARLY MARKED WITH SIGNAGE NOTING DEVICE. STORM DRAIN INLET(S)CLOSEST TO THE WASHOUT WHICH COULD RECEIVE SPILLS OR OVERFLOW.
r , -I 2-FT. 0 } -I 02-FT. OIO 4. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE 6. INSTALL P5. DO NOT ILASTICLINERAS TOGE TE OR CEMENT AVOIDANYSEAMS.SLURRY FROM THE SITE. 15 N FRON OFTHE WASHOUOCATE WASHOUTS IN AN T.ADD,ADDIASILY TIONAL CONTROLE AREA LS MAY BE REQUIRED BY TN LEVEL GROUND AND IHEAPPROVINGAUTHORIryNSTALL A STONE E PAD
6-FT. 13FT 33 FT. OE 0I 4-FT. IO y0 1.6-FT. 4-FT.01O TO 10 16-PT CONTACT WITH THEGROUNDSHALL BE REPAIRED ANDSTAPLED. 7. CONSTRUCT WITH TWO(2)IAYERS OF PLASTIC LINER ON THE"FLOOR"OF THE SECONDARY CONTAINMENT. 16. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE PROJECT LIMITS.
6-FT. TT8. 18-IN.COMPOST FILTER SOCK TO MAINTAIN A MINIMUM HEIGHT OF 14.5-IN.AFTER INSTALLATION. POST SIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY THIS LOCATION.
1• I T� I 114T.
6-FT LOI O 3.3-FT. LOI O F O�O 3.3-FT. 5 PROBLEM SHALL BEFXED AND THEERODED AREA PROTECTED.DRAINAGE,
THE TION.
10. DISPOSE OF,OR RECYCL9. STRAW BALE TO E SETTLEDN A ,HARDENEMUM D CONCRETE RESIDUE IN ACT OF 16-IN.AFTER CORDANCE WITH LOCAL AND STATE 17. REMOVE LEAVINGS REPLACETHE HOPE LINER,OM THESANDWASHOUT
OR OTHER TEMPORARY STRUCTURAL COMPONENTSATELY 2/3 CAPACITY TO IW WHEN NO LONGET OVERFLOW R
LN 0 0 0 0 0 0 0 0 6. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER SOLID WASTE REGULATIONS AND AT AN APPROVED FACILITY. FUNCTIONAL WHEN UTILIZING ALTERNATIVE OR PROPRIETARY PRODUCTS,FOLLOW MANUFACTURER'S33-FT. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN ADDITION PLACE INSTRUCTIONS.
0 I OI O I. OI O O O IO IS ESTABLISHED. 11. THE MIXER AND ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER AND WITHIN LOT PERIMETER SILT FENCE 18. AT THE COMPLETION OF THE CONCRETE WORK REMOVE REMAINING LEAVINGS AND DISPOSE OF IN AN
0 0 12. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS,WHERE APPLICABLE.IF AN ALTERNATE APPROVED DISPOSAL FACILITY.STABILIZE ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.
O O( OI 0 0 0`e) REFERENCE DETAIL BASED ON NORTH AMERICAN GREEN INSTALLATION GUIDE,AND
METHOD OR PRODUCT IS TO BE USED,CONTACT YOUR APPROVAL AUTHORITY FOR REVIEW AND APPROVAL IF 19. CONTRACTOR MAY PROPOSE SACK OR OTHER ALTERNATIVES FOR CONCRETE WASHOUT FOR REVIEW.USE OF
4:1 SLOPES Al SLOPES Al SLOPES 1:1 SLOPES AMERICAN EXCELSIOR CURLEX SLOPE DETAIL ISOMETRIC VIEW. LOCAL STANDARD DETAILS ARE NOT AVAILABLE,USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE ALTERNATIVES MUST BE APPROVED BY ENGINEER ENVIRONMENTAL INSPECTOR AND OWNERS DESIGNATED
0.7 STAPLES PER SQ.YD. 1.15 STAPLES PER SOVD. 1.7 STAPLES PER SQ.YD. 3A STAPLES PER SQ.YD. WASHOUTS PROVIDED ON THIS DETAIL REPRESENTATIVE.
STAPLE PATTERNS
OEROSION CONTROL BLANKET- SLOPE ®CONCRETE WASHOUT
OT TO SCALE
NOT TO SCALE
Dale:2024.07.2911:26:37.OS'S'lll ll l l lll1,77
�N CARP
`,.:40..oFESSION.!k/
SEAL _
0500�0
STAKE(TYPJ CHECK DAM MAINTENANCE ,i•••ENGINEER y �
RECEIVING PIT PILOT HOLE& (SEE NOTE 2) 1 ANDEWITHIN 24 HOURS OF A RAIN EVENT CT AT LEAST ONCE PER 7 CALENDAR DAYS i�NgTFIAN1GP ��`
SPOIL PILE SPOIL PILE EXCESS SOCK MATERIAL TO BE DRAWN IN 18-IN.DIAMETER FILTREX%®
LAUNCHING PIT CONVENTIONALCONSTRUCTION SLURRY PIT AND TIED OFF TO STAKE AT BOTH ENDS SILTSOXX""(SEE NOTE 1) GREATER THAN OR EQUAL TO 1.0-IN.IN 24
BORE RIG CORRIDOR HDD RIG HOURS.
SILT FENCE CONSTRUCTION SILT FENCE HDD EXIT&PIT STAKE(T NOTE 2 WOOD MULCH 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
A CORRIDOR (SEE 2)
TOP OF 1B-IN.DIAMETER FILTREXX® (SEE NOTE 5)
B _ _ B' 3 REMOVE ACCUMULATED SEDIMENT AND ANY
L t DITCH SILTSOXX""(SEE NOTE 1) DEBRIS.THE COMPOST SOCK MUST BE
�� --- ��■_ T �� --- �� I I REPLACED IF CLOGGED OR TORN.
" L FLOW 4 IF PONDING BECOMES EXCESSIVE,THE SOCK
PIPELINE �- 1 AAL 1- E -:1 NATURAL E �- / %, �\/ MAYNEED DIAOTEREPLACEIF WITH ONEE SU
MANMADE PIPELINE MANMADE I I ���� ������ ���� LARGER DIAMETER ORA DIFFERENT MEASURE.
FEATURE FEATURE 1 A,.
UNDERMINED� UTHE N ERMK NEEDS NED OR DOIS�ODGED�ALLED IF
20-FT.MIN. 20-FT.MIN. 20-FT.MIN. 20-FT.MIN. "' ��\��\ BOTTOM OF DITCH
BOTTOM 5. REMOVE ALL FILTREXX®SILTSOXV4 MATERIALS
AND UNSTABLE SEDIMENT DEPOSITS AND
OF DITCH
CONVENTIONAL BORE PLAN VIEW HORIZONTAL DIRECTION DRILL(HDD)PLAN VIEW RETURNFE THE AREA TO INGDEAND STABILIZE IT
AFTERTHEERY STABILIZED.
DRAINAGE AREA HAS
CHECK DAM SECTION VIEW CROSS-SECTION A-A' BEEN PROPERLY STABILIZED.
6. REFER TO NOTES&SEEDING SPECIFICATIONS
SILT FENCE EXISTING GROUND FOR COMPOST MATERIAL REQUIREMENTS AND
SURFACE DISPOSAL/RECYCLING HANDLING.
NATURAL OR NATURAL OR HDD RIG 18-IN.DIAMETER FILTREXX®
EXISTING GROUND PIPELINE MANMADE FEATURE CONVENTIONAL PIPELINE MANMADE FEATURE SILT FENCE SILTSOXX^'(SEE NOTE 1)
SURFACE BORE RIG Li-) O A CHECK DAM NOTES
1. USE 18-IN.DIAMETER FILTREXX®SILTSOXX'"ORIGINAL OR
DEPTH VARIES g ENGINEER APPROVED EQUIVALENT.
- i i 2. 2-IN.BY 2-IN.HARD WOODEN STAKES SHALL BE INSTALLED
L THROUGH THE MIDDLE OF THE FILTREXX®SILTSOX%TM'.SPACE
DEPTH VARIES PILOT HOLE& _ STAKES A MAXIMUM OF 2-FT.O.C.DRIVE THE HARD WOODEN
RECEIVING PIT LAUNCHING PIT HDD EXIT&PIT SLURRY PIT �A�= STAKE TO A MINIMUM OF 1-FT.INTO THE GROUND LEAVING
STAKE(TVP.) irer A MINIMUM OF 3-IN.PROTRUDING ABOVE THE FILTREXX®
CONVENTIONAL BORE SECTION A-A' HORIZONTAL DIRECTION DRILL(HDD)SECTION B-B' (SEE NOTE 2) SILTSOXX"".
3. TO PREVENT WATER&SEDIMENT FROM FLOWING AROUND
MEASURES FILTREXX®SILTSOX%'"MUST BE PLACED UPSLOPE
ATA 30 DEGREE ANGLE FROM THE ENDS OF THE MEASURES.
CONVENTIONAL BORE NOTE HORIZONTAL DIRECTIONAL DRILL(HDD)NOTES EXCESS SOCK MATERIAL 4, FILTREX%®SILTSOX%TM CHECK DAM SHOULD BE INSTALLED
1. OWNER AND CONTRACTOR TO DETERMINE CONVENTIONAL BORE OR HDD 1. OWNER AND CONTRACTOR TO DETERMINE CONVENTIONAL BORE OR HDD WOOD MULCH TO BE DRAWN IN AND PARALLEL TO THE BASE OF THE ROASIDE SWALE/DITCH. x BY REVISION nA.E SCSIE
BASED ON CONDITIONS IN THE FIELD. BASED ON CONDITIONS IN THE FIELD. (SEE NOTE 5) TIED OFF TO STAKE AT �- NTS
BOTH ENDS 5. LOOSE COMPOST MAYBE BACKFILLED ALONG THE UPSLOPE 1 LCM ISSUED FOR REVIEW 12/23/22 are_
2. BORE PITS AND SPOIL PILES SHALL BE ENCLOSED ON THREE SIDES WITH SILT 2. SLURRY PILE,DRILL RIG AND EXIT PIT SHALL BE ENCLOSED ON THREE SIDES WITH FLOW a SIDE OF THE FILTREX%®SILTSO%X"',FILLING THE SEAM 4/12/24
FENCE OR AS SHOWN ON THE PLAN DRAWINGS. INSTALL MINIMUM OF 20-FT. SILT FENCE OR AS SHOWN ON THE PLAN DRAWINGS.INSTALL MINIMUM OF 9, BETWEEN THE SOIL SURFACE AND SOCK,IMPROVING 2 LCM ISSUED FOR PERMIT 04/10/23 eN.»„.
OF SILT FENCE PERPENDICULAR TO THE FEATURE BEING CROSSED OR AS SHOWN 20-FT.OF SILT FENCE PERPENDICULAR TO THE FEATURE BEING CROSSED OR AS BOTTOM o FILTRATION AND SEDIMENT RETENTION. 3 ACZ ISSUED FOR PERMIT 11/16/23 LECM KRW JCG
ON DRAWINGS. SHOWN ON DRAWINGS. OF DITCH i 6. THE FILTREXX®SILTSOXX""CHECK DAM CAN BE DIRECT 4 ACZ UPDATED WORKSPACE 04/12/24 s 025 OF 031
3. DISPOSAL OF MATERIALS IS SUBJECT TO COMPLIANCE WITH ALL APPLICABLE SEEDED AT THE TIME OF INSTALLATION. 5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
LOCAL STATE,AND FEDERAL PERMIT REQUIREMENTS. CHECK DAM PLAN VIEW REF:DETAIL BASED ON FILTREXX®CHECK DAM DETAIL. 6 GisSW SAGS«.
7 COSSCENEER>
8
9 4
Dominion
BORE OR HORIZONTAL DIRECTIONAL DRILL
ONOTTO
COMPOST FILTER SOCK CHECK DAM Energy°
SCALE G"E�
OT TO SCALE x.M121 REPLACEMENT,2023 RALEIGH PHASE
eN.rnNG,YSE. DETAIL SHEET
oxIsIGN,GIsTRIGT. SNG,E 10303306 '''Go„'n«
NOT RESPONSIBLE FOR ACCURACY

PAVEMENT SHALL BE SAWN TO PROVIDE A CLEAN EDGE.
CONCRETE PATCH SCORED JOINT WITH BITUMINOUS JOINT SEALANT.(TYPICAL) SAWED PAVEMENT CUTS.
REPLACE WITH 2' SURFACE
3,000 P.S.I. GENERAL NOTES
7
PATCH SHALL BE 7"BINDER COURSE OR COURSE.(TYPICAL) 1. IMPERMEABLE BARRIER MATERIAL TO BE APPROVED BY DOMINION ENERGY PRIOR TO USE
EXISTING PAVEMENT 7"3,000 P.S.I.CONCRETE PER NOTE 2 L CONTRACTOR MAY REQUEST USE OF PROPRIETARY/REUSABLE(L-BRACKET OR OTHER)
EXISTING PAVEMENT SECONDARY CONTAINMENT SYSTEM THAT ISCLEAN,FREE OF CONTAMINATION,AND HAS BEEN
APPROVED BY THE OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE PRIOR TO USE
7 MINIMUM -n • 3. OVERNIGHT EQUIPMENT PARKING SECONDARY CONTAINMENT SHALL BE LOCATED IOU-FT.L aF II II-II II=11 �11=1-=11111F- - IMPERMEABLE"""��� II}/�I�}I'-��\\\ -,I
=II� m ', - _ BARRIER MATERIAL \ LJ / GREATER FROM ASTREAM SURFACE WATER OR WETLAND BOUNDARY.
1=-11=11 II II II II H TI II 1,I,H,' \ 4. CTHE AN BE EQUIPMENT PARKING AREA IS TO BE SIZED SO THAT THE ERMEABLE BARRIER
12 II w II311.= CAN BE SAFELY INSTALLED WITHIN THE LIMITS OF DISTURBANCE TO CAPTURE POTENTIAL LEAKS
8"STONE TYP' DO NOT DISTURB FROM EQUIPMENT.
I EXISTING STONE 12 12 O 5. PREPARE A SAFE AREA CLEAR OF ROCK ROOTS,AND OTHER DEBRIS THAT MAY CAUSE HOLES,
I' DO NOT DISTURB
1y II Q TEARS,PUNCTURES,OR OTHER POINTS OF DISCHARGE TO DEVELOP WHEN THE IMPERMEABLE
-I EXISTING STONE
MINIMUM ILL I1 IIR AI BARRIER IS PLACED.
COVER ' .1 If II 1 6. PLACE IMPERMEABLE BARRIER ON THE PREPARED SURFACE MINIMIZING UNNECESSARY FOLDS
LIE 11= II- II
SHALL BE GRANULAR MATERIAL OR PLOWABLE II=11 1., INSTALL
IMPEESASPRARICAL
11:1 I FILL TO PREVENT SETTLEMENT II I ]. INSTALL IMPERMEABLE BARRIER AS TO AVOID ANY SLAMS.IF SEAMS CANNOT BE AVOIDED,
R= n=l -•TI PROFILE VIEW
lwl 411. (UNSUITABLE MATERIAL SHALL BE REPLACED) Id 1,11 v INSTALL IMPERMEABLE BARRIER END-OVER-END(SHINGLE STYLE)WITH A MINIMUM I2-IN.
:-T II�'111 __F OVERLAP TOWARDS THE DOWN GRADIENT PORTION OF THE PARKING AREA.
II=1 II ® -11 B. SETUP EQUIPMENT ON TOP OF IMPERMEABLE BARRIER IN SUCH A WAY AS TO MINIMIZE THE
II�LI �11 1111 11 POTENTIAL FOR HOLES,TEARS,PUNCTURES,OR OTHER POINTS OF DISCHARGE TO DEVELOP
�IIP --I :11II.�II.II.11- DURING PLACEMENT.
4 PIPE DIA. I 9. CONTRACTOR TO ENSURE THERE IS ADEQUATE IMPERMEABLE BARRIER MATERIAL TO WRAP OR
PIPE DIA. I FF +24" 111 OVERHANG TO SECURE IT TO THE EQUIPMENT.
24" _
IMPERMEABLE •Excavator shown as an example of daily equipment;however,all petroleum containing
CONCRETE PAVEMENT ASPHALT PAVEMENT BAR IMPERMEABLE
equipment caged on-site overnight must follow the same requirements.
/''� /''� /' MAINTENANCE NOTES
TYPICAL TRENCH RESTORATION • 1. INSPECT REGULARLY(SIGHT AND SMELL)FOR SHEEN OR OTHER POTENTIAL SIGNS OF
UNINTENDED DISCHARGE OF FUEL PETROLEUM,OR OTHER CONSTITUENTS.REPORT POTENTIAL
NOT TO SCALE DISCHARGE INTO SECONDARY CONTAINMENT TO OWNER'S DESIGNATED ENVIRONMENTAL
REPRESENTATIVE IMMEDIATELY.
2. RECEIVE APPROVAL FROM OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE PRIOR TO
4"TOPSOIL AND RESEED ELEVATION VIEW DISCHARGING STORMWATER FROM THE SECONDARY CONTAINMENT AREA
SEE ESC PLANS FOR DETAILS EXISTING EARTH,TYP. 3. FOLLOW APPROVED RULES AND LAWS FOR DISPOSAL OF CONTAMINANTS CAPTURED IN THE
SECONDARY CONTAINMENT AREA
4. INSPECT IMPERMEABLE BARRIER FOR HOLES,TEARS,PUNCTURES,OR OTHER POINT OF
IMPERMEABLE -11 DISCHARGE.
BARRIER MATERIAL I_ / 5. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
TRENCH WIDTH` 111
\ I !
A _
REFER TO TRENCH
RESTORATION DETAIL
PLAN VIEW
TREE LAWN AND GRASS BERM RESTORATION
NOT TO SCALE
•
NOTES:
1.ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE(3)DAYS FROM THE DATE THE CUT IS MADE. 2 DAILY EQUIPMENT PARKING SECONDARY CONTAINMENT Dale:2024.07.2911:28:38ss%S..\11IIIIII°,
`�N CARP/A
2.CORE R NOT OPERATING.
ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT WEATHER WHEN ASPHALT PLANTS NOT TO SCALE `���� pFESSlpng7ti9,,
3.IN ALL OPEN TRENCHES,BACKFILL SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PROFESSIONAL • SEAL
GEOTECHNICAL ENGINEER. = 0SE50 0
4.BACKFILL WITH A HIGH CLAY CONTENT,HIGH SHRINK-SWELL POTENTIAL,OR HIGH MOISTURE CONTENT THAT CANNOT MEET 7.
COMPACTION REQUIREMENTS SHALL BE DEEMED UNSUITABLE AND SHALL BE REPLACED WITH SUITABLE BACKFILL MATERIAL S •
5. ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE. -
✓,CN'••FA'GINEE? `
:y �.
g THAN LGP ,`
GENERAL NOTES
1. THE HOD NG PAD SECONDARY CONTAINMENT IS FOR USE WHEN THE PROPOSED ENTRY
LOCATION IS 100-FT.OR GREATER FROM A STREAM,SURFACE WATER OR WETLAND BOUNDARY. GENERAL NOTES
2. PROPOSED AND FIELD ADJUSTED EROSION CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO
CONSTRUCTION OF THE PAD. 1. PORTABLE TOILETS SHALL BE LOCATED 1CO-FT.OR GREATER FROM
STREAM,SURFACE WATER OR WETLAND BOUNDARY.
3. PAD AREA IS TO BE SIZED SO THAT THE HDD RIG EQUIPMENT AND OTHER ASSOCIATED STRAP/ROPE 2 PORTABLE TOILETS MUST BE PLACED AT LEAST 20 FEET AWAY FROM ALL
''�f1 3, I- is EQUIPMENT DOES NOT HANGOVER'ME CONTAINMENT CURB.THE ONLY EXCEPTION IS FOR THE
IXMTI STORM DRAINS.
ON OF THE EQUIPMENT NECESSARY FOR THE ENTRY PM4. GRUB/EXCAVATE/GRADE THE PAD UNDER THE RIG,TO PREPARE A SAFE FLAT WORK AREA 3. USE STRAPS OR ROPES WITH STAKES TO ANCHOR PORTABLE TOILET
2 LAYERS OF CLEAR OF ROCK ROOTS AND OTHER DEBRIS THAT MAY CAUSE HOLES,TEARS,PUNCTURES,00. FROM TIPPING OVER ENSURE ALL UNDERGROUND UTILITIES ARE
MIN.20 MIL - OTHER POINTS OF DISCHARGE TO DEVELOP WHEN THE PLASTIC UNER IS PLACED. SECURE STAKE/ANCHOR LOCATED BEFORE STAKING.
PLASTIC UNER 5. CONSTRUCT A SMALL DEPRESSKIN TO FUNCTION AS A SUMP AT THE DOWN GRADIENT PORTION WITH STEEL T-POST 4. WHERE POSSIBLE PLACE THE PORTABLE TOILETS NEAR A BUILDING OR
//\IV V V V V V V V�� OF THE PAD. STRUCTURE THAT WILL ACT AS A SHIELD FROM HIGH WINDS.
`�l fi. PUKE lW012)LAVFAS OF 20 MIL PLASTIC LINER ON THE PREPARED SUBGRADE MINIMIZING 5. THE PORTABLE TOILET AREA IS TO BE SIZED SO THAT STRAPS AND
UNNECESSARY FOLDS AND WRINKLES A9 PRACTICAL STAKES CAN BE SAFELY INSTALLED WITHIN THE LIMITS OF DISTURBANCE.
T. INSTALL TWO(2)LAYERS OF 20 MIL PLASTIC UNER AS TO AVOID ANY SEAM&IF SEAMS CANNOT IF MULTIPLE PORTABLE TOILETS ARE LOCATED IN THE SAME AREA
BE AVOIDED,INSTALL PLASTIC LINER END-OVER-END(SHINGLE STYLE)WITH A MINIMUM 12-IN. ARRANGE THEM ADJACENT TO EACH OTHER SO THAT ONE STRAP/ROPE
CONTAINMENT CURB OVERLAP TOWARDS THE DOWN GRADIENT PORTION OF THE PAD. CAN BE UTILIZED FOR ANCHORING.
MIN.12-IN EFFECTIVE HEIGHT & SETUP EQUIPMENT ON TOP OF TWO(2)LAYERS 20 MIL PLASTIC LINER IN SUCH A WAY AS TO FRONT VIEW 6. PREPARE A SAFE FLAT AREA FOR THE PORTABLE TOILET TO BE PLACED
MINIMIZE THE POTENTIAL FOR HOLES,TEARS,PUNCTURES OR OTHER POINTS OF DISCHARGE TO AND ANCHORED.IF PORTABLE TOILETS ARE LOCATED ON A PAVED
DEVELOP DURING PLACEMENT. SURFACE AND CAN NOT BE ANCHORED THE OUTER FEET MAYBE BE
9. CONTRACTOR TO ENSURE THERE IS ADEQUATE OVERHANG OF THE PLASTIC UNER SO THAT SECURED WITH SANDBAGS,
PROFILE VIEW EQUIPMENT DOES NOT PULL IT OFF OF THE CONTAINMENT CURB,IF APPLICABLE SECURE PLASTIC
LINER MAINTENANCE NOTES
10.CONTAINMENT CURB SHALL HAVE A MINIMUM EFFECTIVE HEIGHT OFINCHES. 1. INSPECT REGULARLY FOR POTENTIAL SIGNS OF UNINTENDED DISCHARGE
11.CONTAINMENT CURB MATERIALS CAN BE CORRUGATED PLASTIC PIPE lAIB-IN.COMPOST FILTER FROM PORTABLE TOILET.REPORT POTENTIAL DISCHARGE TO OWNER'S
SOCKS HAY OR STRAW BALES.OR OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE STRAP/ROPE DESIGNATED ENVIRONMENTAL REPRESENTATIVE IMMEDIATELY.
MAY APPROVE ALTERNATIVE MATERIALS PRIOR TO INSTALLATION 2. IF NOT ALREADY ACCOUNTED FOR SCHEDULE FREQUENT MAINTENANCE
Ti CONTRARY C MAY REQUEST USE OF PROPRIETARY/ROR ONTAMIET OR OTHER) VISITS THROUGH THE RENTALC ION(COMPANY TOAS ENSURE THE TOILETS DO
SECONDARY CONTAINMENT SYSTEM THAT IS CLEAN,FREE OF CONTAMINATION,AND HAS BEEN NOT OVERFLOW AND ARE FUNCTIONING AS DESIGNED.
APPROVED BY THE OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE PRIOR TO 3. INSPECT STRAPS AND STAKES OF ANCHORING SYSTEM.
INSTALLATION. 4. FOLLOW APPROVED RULES AND LAWS FOR DISPOSAL OF PORTABLE
SECURE STARE/ANCHOR TOILETWASTE.
MAINTENANCE NOTES WITH STEEL T-POST 5. MAKE ANY NECESSARY REPAIRS IMMEDIATELY.
%I I. INSPECT REGULARLY(SIGHT AND SMELL)FOR SHEEN OR OTHER POTENTIAL SIGNS OF
UNINTENDED DISCHARGE OF FUEL PETROLEUM OR OTHER CONSTITUENTS REPORT POTENTIALS SERVICING:
17' �]� DISCHARGE INTO SECONDARY CONTAINMENT TO OWNER'S DESIGNATED ENVIRONMENTAL 1. PORTABLE TOILETS MUST BE CLEANED AND HAVE WASTE REMOVED AT
I.) I�•�. �(T+�� 2. REPRESENTATIVE IMMEDIATELY. LEAST WEEKLY.ADDITIONAL SERVICING AND/OR PORTABLE TOILETS MAY
- RECEIVE APPROVAL FROM OWNER'S DESIGNATED ENVIRONMENTAL REPRESENTATIVE PRIOR TO BE NECESSARY DEPENDING ON THE VOLUME OF USE THE TOILETS
DISCHARGING STORMWATER FROM THE SECONDARY CONTAINMENT AREA SIDE VIEW RECEIVE.
_I - 3. FOLLOW APPROVED RULES AND LAWS FOR DISPOSAL OF CONTAMINANTS CAPTURED IN THE 2. RINSE WATER GENERATED DURING THE CLEANING OF PORTABLE TOILET scuF
I SECONDARY CONTAINMENT AREA STRAP/ROPE SECURE STAKE/ANCHOR WASTE TANKS MUST NOT BE DISCHARGED TO THE GROUND OR TO A NO. „Y REVISION m.r, TUTS
4. INSPECT PLASTIC LINER FOR HOLES, OR OTHER POINT OF DISCHARGE WITH STEEL T-POST STORM DRAIN,AND MUST BE RETAINED WITHIN THE TANK
-` - 1 LCM ISSUED FOR REVIEW 12/23/22 are_
5, MAKE ANY NECESSARY REPAIRS IMMEDIATELY. «IF PORTABLE TOILETS MUST BE PLACED ONgPAVED SURFACE 4/12/24
EXPOSED TO RAINWATER OR STORM WATER RUNOFF,EXTRA CARE 2 LCM ISSUED FOR PERMIT 04/10/23 DIRTY
MUST BE TAKEN DURING SERVICING TO ENSURE NO WASTE WATER 3 ACZ ISSUED FOR PERMIT 11/10/23 LCM KRW JCG
IS SPILLED ONTO THE PAVED SURFACE.
/ I''''''"-CONTAINMENT CURB 3 PORTABLE TOILET WASTEWATER(HUMAN WASTE/SEWAGE)MUST NEVER 4 ACZ UPDATED WORKSPACE 04/12/245NE 026 OF 031
MER
IN LATER
MIN.12-IN.EFFECTIVE HEIGHT BE DISPOSED OF ON-SITE. 5 ACZ UPDATED WORKSPACE 07/29/24`"°''''''AO
PLASTIC UNER 4 PORTABLE TOILET WASTEWATER MUST BE REMOVED BY A CAPABLE WAKE COUNTY,NC
SERVICING COMPANY AND DISPOSED OF IN ACCORDANCE WITH ALL 6 GIS SW SAGS«.
PLAN VIEW PLAN VIEW STATE AND FEDERAL REGULATIONS. ] casTCRxre„x
8
9 5
OHDD PAD (UPLAND) SECONDARY CONTAINMENT PORTABLE TOILET ANCHORING
NOT TO SCALE Dominion
NOT TO SCALE Energy°
oVel
P„o,Em N.M121 REPLACEMENT,2023 RALEIGH PHASE
DRAWING TEES: DETAIL SHEET
„NIaIGN.PIaT„CAT. 1P„G,E 10303306 Y'°R.o„'n"
NOT RESPONSIBLE FOR ACCURACY

1-FT.MIN. SILT FENCE OUTLET NOTES
6-FT.MAXIMUM OVERLAP 1. USE 24-INCH FILTRE%%®COMPOST FILTER
5-FT.SELF FASTENER ANGLE STEEL POST SOCKORENGINEER APPROVED EQUIVALENT. ly A
(HA DWLB/RE CL FT) 5-FT.SELF FASTENER ANGLE STEEL POST SILT FENCE NOTES
r. 5-FT.SELF FASTENER FILTER SOCKS SHALL BE A MINIMUM OF 8-FT.
ANGLE STEEL POST HARDWARE CLOTH IN LENGTH.MINIMUM OF 19-IN.HEIGHT OF 6-FT.MAX (1.25 LB/LINEAR FT.) USE A SYNTHETIC FILTER FABRIC OF AT LEAST
(125 LB/LINEAR FT.) (SEE NOTE 6) COMPOST FILTER SOCK AFTER 95%BY WEIGHT OF POLYOLEFINS OR
.....................
...ARD.ARE CLOTH- ©SILT FENCE INSTALLATION. 5-FT.SELF FASTENER POLYESTER,WHICH IS CERTIFIED BY THE
(SEE NOTE 6) ICI7 24-IN.COMPOST FRIER SOCK 12-IN.STRAW WATTLE 2. STRAW WATTLES ARE NOT TO BE USED IN ANGLE STEEL POST EXTRA STRENGTH MANUFACTURER OR SUPPLIER AS CONFORMING
_ (SEE NOTE 1) (SEE NOTE 3) PACE OF COMPOST FILTER SOCK OR STONE. (125 LB/LINEAR FT.) WOVEN FILTER FABRIC(SEE TABLE) TO THE REQUIREMENTS IN ASTM D 6461.
••• •!RII��I 1-FT.MIN. 3. IF NECESSARY,INSTALL MINIMUM 12-IN. PLASTIC OR WIRE TIE(TYPJ PLASTIC OR WIRE TIE(TVP.) 1. SYNTHETIC FILTER FABRIC SHOULD
_ _ STRAW WATTLE,OR ENGINEER APPROVED
.I ::� 2-FT. - -�� 2'FT. EQUIVALENT,IN FRONT OF SEDIMENT PIT r (MIN.50-LB.TENSILE STRENGTH) (MIN.50-LB.TENSILE STRENGTH) CONTAIN ULTRAVIOLET RAY INHIBITORS
P( USE 2-IN.BY 2-IN.HARD WOODEN STAKES SEDIMENT STORAGE ZONE AND STABILIZERS TO PROVIDE R
FLOW TO ANCHOR IN PLACE WITH A MAXIMUM 36-IN. MINIMUM OF 6 MONTHS OF EXPECTED
I I - 2-FT.SPACING. (SEE MAINTENANCE NOTE 3) USABLE CONSTRUCTION UFE ATA
-FT SEDIMENT PIT 24-IN. TEMPERATURE OFOTO 120°F.
(SEE NOTE 10) 4. 5-FT.SELF FASTENER ANGLE STEEL POST OR COMPACTED BACKFILL
\ 2-FT. 2-IN.BY 2-IN.HARD WOODEN STAKES SHALL rFLOW 2. CONSTRUCT THE FILTER FABRIC FROM A
WOOD MULCH BE INSTALLED THROUGH THE MIDDLE OF
THE COMPOST FILTER SOCK SPACE STAKES CONTINUOUS ROLL CUT TO THE LENGTH
(SEE NOTE 9) AMAXIMUM OF 2-FT.DRIVE THE HARD 8-IN. OF THE SILT FENCE TO AVOID JOINTS.
24-IN.COMPOST FILTER SOCK WOOD MULCH WOODEN STAKE TO A MINIMUM OF 1-FT. WHEN JOINTS ARE NECESSARY,SECURELY
(SEE NOTE I) (SEE NOTE 9) INTO THE GROUND LEAVING A MINIMUM OF 24-IN. f FASTEN THE FILTER FABRIC ONLY AT A
CROSS-SECTION A-A' 3-IN.PROTRUDING ABOVE THE COMPOST 4)N. SUPPORT POST WITH 4 FEET MINIMUM
SILT FENCE OUTLET SECTION VIEW FILTER SOCKOVERLAP TO THE NEXT POST.
5. INSTALL MINIMUM OF 1-FT.OVERLAP OF
SILT FENCE OUTLET MAINTENANCE SILT FENCE,COMPOST FILTER SOCK AND EXTRA STRENGTH WOVEN FILTER FABRIC 3. DO NOT ATTACH FILTER FABRIC TO
A 1. INSPECT AT LEAST ONCE PER 7 CALENDAR DAYS AND HARDWARE CLOTH. (SEE TABLE) L A. EXISTING TREES.
8-FT. WOOD MULCH WITHIN 24 HOURS OF A RAIN EVENT GREATER THAN F1
(SEE NOTE9) 6. 19 USE MAXIMUMMMESM
(1.25 LSELF B/LINSTENER ANGLE STEEL POST OR EQUAL T01.0-IN.IN 24 HOURS. OPENINGS. CROSSING
1/4-IN.MESH SILT FENCE SECTION VIEW CRO55-SECTION A-A' 4. WOODEN POSTS ARE NATURAL
WHEN
(1.25 LB/LINEAR F,( OPENINGS.
SILT FENCE 2. MAKE ANY NECESSARY REPAIRS IMMEDIATELY. CROSSING"LIVE"NATURAL GAS PIPELINES.
HARDWARE CLOTH STAKE 3. REPLACE STRAW WATTLES AT SEDIMENT PITS AS 7. SILT FENCE OUTLET LOCATIONS MAY VARYir SILT FENCE MAINTENANCE
(SEE NOTE 6) (SEE NOTE NECESSARY. FROM THE APPROVED PLANS AS DIRECTED 1. INSPECT AT LEAST ONCE PER 7 CALENDAR
BY THE ENVIRONMENTAL INSPECTOR OR
r ^
® 4. REMOVE ACCUMULATED SEDIMENTA EDIFC DEBRIS. FIELD
REPRESENTATIVE BASED UPON DAYS AND WITHIN 24 HOURS OF A RAIN
ifilra® 1-4//
THE COMPOST SOCK MUST BE FIBER ACED IF CLOGGED FIELD CONDITIONS. EVENT GRATER THAN OR EQUAL TO
OR TORN.RE-INSTALL COIR BAFFLE. 1.0-IN.IN 24 HOURS.
E SILT FENCE OUTLETS SHOULD BE INSTALLED
S. IF PONDING BECOMES EXCESSIVE,REPLACE COMPOST AT POINTS OF CONCENTRATED FLOW AND EXTRA STRENGTH
FILTER SOCK LOW POINTS.IF WATER IS POOLING BEHIND 2. SHOULD THE FABRIC OF A SILT FENCE
PLASTIC OR WIRETIE(TVPJ fi. IF UNDERMINED OR DISLODGED,REINSTALL INSTALLED SILT FENCE AN ADDITIONAL SILT 5-FT.SELF FASTENER ANGLE STEEL POST WOVEN FILTER FABRIC TABLE COLLAPSE,TEAR,DECOMPOSE OR
(MIN.50-LB. STRENGTH) COMPOST FILTER SOCK. FENCE OUTLET MAX NEED TO BE INSTALLED. (1.25 LB/LINEAR FT.) PROPERTY TEST VALUE BECOME INEFFECTIVE,REPLACE IT
EXTRA STRENGTH PROMPTLY.
7. THE COMPOST SOCK SHALL BE INSPECTED UNTIL 9. APPLY WOOD MULCH OR COMPOST TON WOVEN FILTER FABRIC(SEE TABLE) GRAB TENSILE STRENGTH ASTM D0632 125-LBS.MARV
® SEDIMENT PIT ® LAND DISTURBANCE IS COMPLETE AND THE AREA HEIGHT OF COMPOST FILTER SOCK
id-IN.COMPOST FILTER SOCK 3. THE MAXIMUM ALLOWABLE
AT 2-FT.MINIMUM FROM AND ADJACENT i
PERMITTIVITY GRAB TENSILE ELONGATION ASTM D4632 100-LBS,MARV
(SEE NOTE 10) (SEE NOTE I) ABOVE THE MASURE HAS BEEN PERMANENTLY10. THE CONTRACTOR SHALL EXCAVATEA �/ � � ��� �����j ACCUMULATED SEDIMENT IS HALF THE
STABILIZED.
SMALL SEDIMENT PIT(4-FT.BY 2-FT.BY 2-FT.)
B. SHOULD THE SILT FENCE ADJACENT TO THE OUTLET ASTM D4791 0.05(SEC-1)MARV HEIGHT OF THE FABRIC.HOWEVER
COLLAPSE TEAR,OR BECOME INEFFECTIVE,REPAIR OR TO THE UPSTREAM SIDE OF SILT FENCE ACCUMULATED SEDIMENT SHOULD BE
® ® 12-IN.STRAW WATTLE REPLACE IT PROMpTIV. OUTLET TO INCREASE THE AMOUNT OF COMPACTED BACKFILL APPARENT OPENING SIZE ASTM D 4751 US SIEVE A30 REMOVED MORE FREQUENTLY.
/ R (SEE NOTE 3) SEDIMENT STORAGE. ULTRAVIOLET STABILITY AT ATM D4355 70%TVPICAL 4. REMOVE ACCUMULATED SEDIMENT TO
/ \ 9. REMOVE ALL FENCING AND OUTLET MATERIALS AND 11.THE CONTRACTOR SHALL INSTALLA 12-IN. 500 HR OF EXPOSURE
O UNSTABLE SEDIMENT DEPOSITS AND BRING THE
O� "O AREA TO GRADE AND STABILIZE IT AFTER THE STRAW WATTLE ON TOP OF THE COMPOST FLOW PROVIDE ADEQUATE STORAGE VOLUME
4 y' CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY FILTER SOCK AS DIRECTED BY THE FOR THE NEXT RAIN AND TO REDUCE
1 STABILIZED. ENVIRONMENTAL INSPECTOR OR OWNER'S SILT FENCE PLAN VIEW PRESSURE ON THE FENCE.TAKE CARE TO
A� REPRESENTATIVE,BASED UPON FIELD AVOID UNDERMINING THE FENCE DURING
10. REMOVE SEDIMENT ACCUMULATED WITHIN THE CONDITIONS. CLEANOUT.
FLOW SEDIMENT PIT AS NEEDED TO MAINTAIN ADEQUATE
STORAGE. 12.INSTALL AN ENERGY DISSIPATOR ON THE
DOWNSTREAM SIDE OF THE SILT FENCE REF: DETAIL BASED ON NCDEQ EROSION AND
SILT FENCE OUTLET PLAN-VIEW OUTLET,AS DIRECTED BY THE SEDIMENT CONTROL PLANNING AND DESIGN
ENVIRONMENTAL INSPECTOR OR OWNER'S MANUAL CHAPTERS 6 AND 8 REVISED,MAY
REPRESENTATIVE,BASED UPON FIELD 2013
CONDITIONS
OSILT FENCE OUTLET OSILT FENCE Dale:2D24.D7.29,,:2B:4D-DB
0111111EJJ7/I
NOT TO SCALE s`s e,CAR°....
NOT TO SCALE `�.'0T F•ESS'Ld.4;.:
SEAL
05004005-FT.SELF FASTENER �
/)i.25
LB/LINEAR FT) USE
STEEL POST REINFORCED SILT USE A SYNTHETIC FILTERENCE NOTES 'FABRIC OF AT LEAST 95%BY Q�Nq iHgN�GP ``
Iy A WEIGHT OF POLYOLEFINS OR POLYESTER,WHICH IS
8-FT.MAXIMUM 14 GAUGE WIRE MESH CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS
r '.1 (MAX.6-IN.x 6-IN.OPENING SPACING) CONFORMING TO THE REQUIREMENTS IN ASTM D
6461.
5-FT.SELF FASTENER ANGLE STEEL POST STANDARD STRENGTH 1. SYNTHETIC FILTER FABRIC SHOULD CONTAIN
(1.25 LB/LINEAR FT.) WOVEN FILTER FABRIC(SEE TABLE) ULTRAVIOLET RAY INHIBITORS AND
PLASTIC OR WIRE TIE(TYP) } MON MS O11 F EX ECTEDI D E LI
IMUM OF 6
(MIN.50-LB.TENSILE STRENGTH) PLASTIC OR WIRE TIE STRENGTH)TYPJ
(MIN.SO-LB.TENSILE CONSTRUCTION LIFE AT A TEMPERATURE OF 0
i I , i I I i iL i_ TO 120°F.
36-IN.
SEDIMENT STORAGE ZONE
,1 I (SEE MAINTENANCE NOTE 3)
I I HIIII liii iIlliIiI1iiIiIlH
, il II iI I 24 IN COMPACTED BACKFILL FLOW 2. CONSTRUCT THE FILTER FABRIC
A
CONTINUOUS ROLL CUT TO THEEROM ENGTH OF
THE SILT FENCE TO AVOID JOINTS.WHEN
JOINTS ARE NECESSARY,SECURELY FASTEN THE
I 1 8-IN. FILTER FABRIC ONLY AT A SUPPORT POST WITH
4 FEET MINIMUM OVERLAP TO THE NEXT POST.
24-IN. } 3. EXTEND THE WIRE MESH SUPPORT TO THE
4 4-IN. BOTTOM OF THE TRENCH.
4. DO NOT ATTACH FILTER FABRIC TO EXISTING
STANDARD STRENGTH WOVEN FILTER FABRIC TREES.
(SEE TABLE) AI
5. WOODEN POSTS ARE ALLOWED WHEN
REINFORCED SILT FENCE SECTION VIEW 14 GAUGE WIRE MESH CROSSING"LIVE"NATURAL GAS PIPELINES.
(MAX.6-IN.z 6-IN.OPENING SPACING) CROSS-SECTION A-A'
REINFORCED SILT FENCE MAINTENANCE
1. INSPECT AT LEAST ONCE PER 7 CALENDAR
5-FT.SELF FASTENER ANGLE STEEL POST DAYS AND WITHIN 24 HOURS OF A RAIN EVENT
(1.25 LB/LINEAR FT.) GREATER THAN OR EQUAL TO 1.0-IN.IN 24
TABLE:STANDARD STRENGTH HOURS.
014 GAUGE WIRE MESH WOVEN FILTER FABRIC
(MAX.6-IN.z 6-IN.OPENING SPACING) 2. SHOULD THE FABRIC OF A SILT FENCE
PROPERTY TEST VALUE COLAPSE,TAR DECOMPOSE OR BECOME
__tea___ INEFFECTIVE,REPLACE IT PROMPTLY.
��//////7...//,//////// /./// �/�///�/////�///////�/j GRAB TENSILE STRENGTH ASTM D4632 90-LBS.MARV .
GRAB TENSILE ELONGATION ASTM D4632 90-LBS.MARV 3. THE MAXIMUM ALLOWABLE ACCUMULATED NO BY REVISION w.s s`""
SEDIMENT IS HALF THE HEIGHT OF THE FABRIC. NTS
COMPACTED BACKFILL1 PERMITTIVITY ASTM D 4791 0.05(SEC-1)MARV HOWEVER ACCUMULATED SEDIMENT SHOULD 1 LCM ISSUED FOR REVIEW 12/23/22 are_
STANDARD STRENGTH 4/12/24
WOVEN FILTER FABRIC(SEE TABLE) BE REMOVED MORE FREQUENTLY. 2 LCM ISSUED FOR PERMIT 04/10/23 xR.,,,,.
APPARENT OPENING SIZE ASTM D4751 US SIEVE 430 3 ACZ ISSUED FOR PERMIT 71/16/23
SNEER
LCM I KRW JCG
ULTRAVIOLET STABILITY AT 4. REMOVE ACCUMULATED SEDIMENT TO ER
FLOW LT HR OF EXPOSURE ASTM D 4355 7096 TYPICAL PROVIDE ADEQUATE STORAGE VOLUME FOR 4 ACZ UPDATED WORKSPACE 04/12/24 027 OF 031
THE NEXT RAIN AND TO REDUCE PRESSURE ON 5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
REINFORCED SILT FENCE PLAN VIEW THE FENCE.TAKE CARE TO AVOID Gls E..SAGS«.
UNDERMINING THE FENCE DURING CLEANOUT. 6
7 COSSCENTERSI
REF: DETAIL BASED ON NCDEQ EROSION AND 8
SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL CHAPTERS 6 AND 8 REVISED,MAY 2013 9 5
Dominion
REINFORCED SILT FENCE® G,E� 0 Energy°
OT TO SCALE
x.M121 REPLACEMENT,2023 RALEIGH PHASE
DRAWING TEES. DETAIL SHEET
oxIsIGNIOISTRICT. SRG,E 10303306 WGRxGRGE„«
NOT RESPONSIBLE FOR ACCURACY

8'MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL POST OHhIIIIIIIIIIF1IIIIIIIIIIIIIIII
WARNING SIGNWRE TI ESRMETAL WIRE FENCE MIN.10 GA. I
WARNING SIGN LINE WIRESIII!
11: �' '' �4 TREE PROTECTION AREA ��',��4►,j1
ORANGE,UV RESISTANT HIGH-TENSILE STRENGTH I��������� DO NOT ENTER ...,�..' IIMIN.12-1/2 GAPOLY BARRICADE FABRIC(TYPICAL) II:I����►•�♦�'�♦AFA �■�/��►♦♦,♦�♦4�IIII� INTERMEDIATE
��.��I��I ���� �.►�A������ WIRES
IIII�- ►-k-41--1.uu•u•i I'll
li
r:11:7 F :► r.7 1: . .r:11 GRADE
11
/
11u ,�li' -IIII II I, ,,, ,, ,, ,,, ,,, , , , , -,,, ,, ,,-,IIII
T
El I 1'
If
ORANGE,UV RESISTANT
HIGH-TENSILE STRENGTH - -
= POLY BARRICADE FABRIC(TYPICAL)
-- _ �I - Date:2024.07.2911:26:42-06,'0llllllll/III,'
SN CARD ,
.` 0�•oFESSIpn;.!k/,.
SIDE VIEW FRONT VIEW PROVIDE WARNING ?'Qe 9(
LANGUAGE IN BOTH 9
1.
ENGLISH AND SPANISH, SEAL
ASSHOWN .7.. 050 0
NOTE:FOR TREE PROTECTION ONLY 1' 40" .f'
} . ✓•..-NGINEEX 9��"
TREE PROTECTION AREA ,4THAN•GP `'
m DO NOT ENTER
E NOTES: E,
p 1.TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE ZONADE PROTECCION
N (SEE DETAIL TPP-02 FOR EXAMPLES)
el 2.THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
^y " UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF. PARA ARBOLES-NO ENTRE
5 1C 3.APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE. — —4-
6 Z 4.SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS.PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
C 0 ON CENTER FOR THE REMAINDER WARNING SIGN DETAIL
W y - > 5.FOR TREE PROTECTION AREAS LESS THAN 200'IN PERIMETER,PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
W 0 D 6 8.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
W T Z = 7.ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
0 0 0 �j 8.SIGNS ARE TO BE MADE OF DURABLE,WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 211T HIGH,CLEARLY LEGIBLE
o OA 1,1 AND SPACED AS SHOWN. CONTACT INFORMATION:
coz v > ►r CITY OF RALEIGH PARKS,RECREATION AND
24
XI m t C) CULTURAL RESOURCES DEPARTMENT
o a m URBAN FORESTER:
o [e-mail]
g WWW.RALEIGHNC.GOV
NO. E. REVISION DP, scuE. NTS
1 LCM ISSUED FOR REVIEW 12/23/22°^'E' 4/12/24
2 LCM ISSUED FOR PERMIT 04/10/23,N..Vn. !CHECKED
3 ACZ ISSUED FOR PERMIT 11/16/23 sLCM KRW JOG
4 ACZ UPDATED WORKSPACE 04/12/24 NE 028 OF 031
5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
6 eisMw PA,E x.
7 COST CENTER II.
8
,-.a_m..9 5
Dominion
Energy°
ERo Em NAMEM121 REPLACEMENT,2023 RALEIGH PHASE
,N..N,N,,.Ee TYPICAL TREE PROTECTION(DETAIL
DIVISION/DISTRICT �ERO,E 10303306 IWcpNOROEPp.
NOT RESPO SIBLE FOR AA ACCURACY

co ROLLMAK"
ROLLED EROSION CONTROL
Specification Sheet - <:
BioNet®SC150BN'N Erosion Control Blanket °
DESCRIPTION Index Property Test Method Typical
The extended-term double net erosion control blanket shall be a 0.25 in.
machine-produced mat of 70%agricultural straw and 30%coconut Thickness ASTM 06525 (6.35 mm)
fiber with a functional longevity of up to 18 months.(NOTE:functional Resiliency ECTC Guidelines 86%
longevity may vary depending upon climatic conditions,soil,geograph- Water Absorbency ASTM 131117 311%
ical location,and elevation).The blanket shall be of consistent Mass/unit Area ASTM D6475 8.32 oz/sy
thickness with the straw and coconut evenly distributed over the (282.9 g/sm)
entire area of the mat.The blanket shall be covered on the top and Swell ECTC Guidelines 46%
bottom sides with a 100%biodegradable woven natural organic fiber Smolder Resistance ECTC Guidelines Yes
netting.The netting shall consist of machine directional strands Stiffness ASTM D1388 0.42 oz-In
formed from two intertwined yarns with cross directional strands Light Penetration ASTM 06567 7.6%
interwoven through the twisted machine strands(commonly referred 201.6 lbs/ft
to as Leno weave)to form an approximate 0.50 x 1.0 in.(1.27 x 2.54 Tensile Strength-MO ASTM 06818 (2.99 kN/m)
cm)mesh.The blanket shall be sewn together on 1.50 inch(3.81 cm) Elongation-MD ASTM 06818 13.4%
centers with degradable thread.The blanket shall be manufactured 164.4 lbs/ft Date:2024.07.2911:26:43-06:0llllrlllll
with a colored thread stitched along both outer edges(approximately Tensile Strength-TO ASTM 06818 (2.44 kN/m) N ?Rp'';,
2-5 inches[5-12.5 cm]from the edge)as an overlap guide for adjacent Elongation-TO ASTM 06818 14.2% ` 0...�oFESSId;1;(7ti9,,
I.
mats.
Biomass Improvement ASTM D7322 641%
-
- SEAL
The SC150BN shall meet Type 3.B specification requirements estab-
lished by the Erosion Control Technology Council(ECTC)and Federal Design Permissible Shear Stress
Highway Administration's(FHWA)FP-03 Section 713.17 Unvegetated Shear Stress 2.10 psf(100 Pa) ,i'••FNGINEF-R y�.`
Material Content Unvegetated Velocity 8.00 fps(2.44 m/s) i'ri,,,gN1GP s
70%Straw Fiber 0.35 lbs/sq yd
Matrix (0.19 kg/sm) Slope Design Data:C Factors
30%Coconut Fiber 0.15 lbs/sq yd(0.08
kg/sm) Slope Gradients(S)
Top:Leno woven 100% 9.35 lb/1000 sq ft Slope Length(L) <-31 3:1-2:1 -2:1
Netting biodegradable jute (4.5 kg/100 sm) s 20 ft(6 m) 0.001 0.029 0.063
Bottom:100%biodegradable 7.7 lb/1000 sq ft
organic jute (3.76 kg/100 sm) 20-50 ft 0.051 0.055 0.092
Thread Biodegradable 22 50 ft(15.2 m) 0.10 0.080 0.120
Standard Roll Sizes Roughness Coefficients-Unveg.
Width 6.67ft(2.03 m) 8.0 ft(2.4 m) 16ft(4.87 m) Flow Depth Manning'sn
Length 108 ft(32.92 m) 112 ft(34.14 m) 112 ft(34.14 m) 0 0.50 ft(0.15 m) 0.050
Weight±10% 52.22 lbs(23.69 kg) 65.28 lbs(29.6 kg) 130.5 lbs(59.2 kg) 0.50-2.0 ft 0.050-0.018
Area 80 sq yd(66.9 sm) 100 sq yd 200 sq yd >-2.0 ft(0.60 m) 0.018
(83.61 sm) (167.22 sm)
Leno weave Leno top and Leno top and
top only bottom bottom
Western Green 02019.North American Green is a registered trademark from Western Green.Certain
NORTHEl
4609 E.Boonville-New Harmony Rd. products and/or apppcations described or illustrated herein are protected under one or more
Evansville,IN 47725 U.S patents.othnrtU.S.patents are pending.and certain foreign patents and patent
A M E R I CAN applications may also exirt.Tratlemark rights also apply as indicated herein.Final
determination of the suitability of any information or material for the use contemplated,and
GREEN nagreen.com its manner of use.is the sole responsibility of the user.Printed in the U.S.A.
800-772-2040
EC_RMx_MP05_5C150BN_1.19
No. BY REVISION na.e SCALE: NTS
1 LCM ISSUED FOR REVIEW 12/23/22 are_
2 LCM ISSUED FOR PERMIT 04/10/23 e,u,,,,, it/21,?.I4
/2/24_
3 ACZ ISSUED FOR PERMIT 11/16/23 LCM KRW I JCG
4 ACZ UPDATED WORKSPACE 04/12/24$Ne 029 OF 031
5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
6 Gisu.ece«.
7 nne.CENSER>
8
9 5
Dominion
Energy°
eno,em n.M121 REPLACEMENT,2023 RALEIGH PHASE
e�m.,.eE. DETAIL SHEET
nNIsInn.nIs.nC.. lena,e 10303306 I.roa,oE,,.
NOT RESPONSIBLE FOR ACCURACY

EQUIPMENT AND VEHICLE MAINTENANCE
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH _ NOTES 15' __ 25'MINIMUM _
1. Maintain vehicles and equipment to prevent discharge of fluids. SILT z 2 2 6• 2 1.ACTUAL LAYOUT TO BE DETERMINED IN FIELD.
THE NCGO1 CONSTRUCTION GENERAL PERMIT FENCE 2.THE"CONCRETE WASHOUT"SIGN SHALL BE INSTALLED
2. Provide drip pans under any stored equipment. ,' WITHIN 30 FEET OF THE TEMPORARY CONCRETE
Implementing the details and specifications on this plan sheet will result in the construction 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the j-� I VEHICLE ENTRANCE WASHOUT FACILITY.
activity being considered compliant with the Ground Stabilization and Materials Handling 1• I __________1 0 2f N SLOPE 3.PIT CAPACITY IS MINIMUM OF 6 CUBIC FEET PER 10
project. q���__ CUBIC YARDS OF CONCRETE.
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The 4. Collect all spent fluids,store in separate containers and properly dispose as } �I } PIT SUMP KEY IN REMOVABLE
permittee shall comply with the Erosion and Sediment Control plan approved by the PLASTIC LINER \ LINING
delegated authorityhavingjurisdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible). o MIL PLASTIC LINING 20•
WITH ANCHOR STONE BERM
p SECTION A-A
may not apply depending on site conditions and the delegated authority having jurisdiction. 5. Remove leaking vehicles and construction equipment from service until the problem 2' 2' 1'- 2' 6 z
has been corrected. FENCE I' , SILT
FENCE
SECTION E:GROUND STABILIZATION 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products SILT FENCE © 1I'-'1 �
to a recycling or disposal center that handles these materials. \
Required Ground Stabilization Timeframes ��\\ \
I I /F/// / } PIT SUMP / C
Stabilize within this _ } �10 MIL PLASTIC LINING ANCHOR PSTONE LINER
WITH//s]STONE BERM
manycalendar LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE TOP"R7M of SToa:E B€R - SECTION B-B
Site Area Description Timeframe variations -
days after ceasing 1. Never bury or burn waste. Place litter and debris in approved waste containers. ® ) - - PAINTED WHITE-N�,.�
land disturbance 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash t D t coxcxtTe° BLACK
(a) Perimeter dikes, receptacle)on site to contain construction and domestic wastes. PITF --- 2 wnsxouT�LE 6ER5
swales,ditches,and 7 None 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 05 �3"3 x8
- SCREWS 3' WOOD
perimeter slopes waters unless no other alternatives are reasonably available. / • V } POSTS
(b) High QualityWater 4. Locate waste containers on areas that do not receive substantial amounts of runoff /h
g 7 None -- �°lf°ek:-.11 ;t
(HQW)Zones from upland areas and does not drain directly to a storm drain,stream or wetland. d5 _
5. Cover waste containers at the end of each workday and before storm events or L,....\\ 00NC(SE NOTEo2)SIG" LSIDE VIEW(c) Slopes steeper than If slopes are 10'or less in length and are FRONT VIEW
3:1 not steeper than 2:1,14 days are provide secondary containment. Repair or replace damaged waste containers. g7 � "CONCRETE WASHOUT"SIGN DETAILS
allowed 6. Anchor all lightweight items in waste containers during times of high winds. PLAN VIEW
-7 days for slopes greater than 50'in 7. Empty waste containers as needed to prevent overflow. Clean up immediately if 1
length and with slopes steeper than 4:1 containers overflow. CONCRETE WASHOUTS
-7 days for perimeter dikes,swales, 8. Dispose waste off-site at an approved disposal facility. I 1. Do not discharge concrete or cement slurry from the site.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 9. On business days,clean up and dispose of waste in designated waste containers. 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
Zones and state solid waste regulations and at an approved facility.
-10 days for Falls Lake Watershed PAINT AND OTHER LIQUID WASTE 3. Manage washout from mortar mixers in accordance with the above item and in
-7 days for perimeter dikes,swales, 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. addition place the mixer and associated materials on impervious barrier and within
ditches,perimeter slopes and HQW Zones 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface lot perimeter silt fence. Date.2D24.07.2911.26.45-Os:e0,IlIlflh,,,,,
(e) Areas with slopes 14 -10 days for Falls Lake Watershed unless waters unless no other alternatives are reasonably available. 4. Install temporary concrete washouts per local requirements,where applicable. If an •9%-' ss oo'/ti',,
flatter than 4:1 ?:Q� Ng .•9
there is zero slope 3. Contain liquid wastes in a controlled area. alternate method or product is to be used,contact your approval authority for
4. Containment must be labeled,sized andplaced appropriately for the needs of site. review and approval. If local standard details are not available,use one of the two _ SEAL
Note:After the permanent cessation of construction activities,any areas with temporary _
types of temporary concrete washouts provided on this detail. oso 0E.
ground stabilization shall be converted to permanent ground stabilization as soon as 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from � o `
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk /� e
practicable but in no case longer than 90 calendar days after the last land disturbing construction sites. ..A'G,NEF-R:
sections. Stormwater accumulated within the washout may not be pumped into or °N'..••••' , s,
activity. Temporary ground stabilization shall be maintained in a manner to render the %%,,THAN GP,,,,
surface stable against accelerated erosion until permanent ground stabilization is achieved. PORTABLE TOILETS discharged to the storm drain system or receiving surface waters. Liquid waste must
1. Install portable toilets on level ground,at least 50 feet away from storm drains, be pumped out and removed from project.
GROUND STABILIZATION SPECIFICATION streams or wetlands unless there is no alternative reasonably available. If 50 foot 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the offset is not attainable,provide relocation of portable toilet behind silt fence or place can be shown that no other alternatives are reasonably available. At a minimum,
techniques in the table below: on a gravel pad and surround with sand bags. install protection of storm drain inlet(s)closest to the washout which could receive
Temporary Stabilization Permanent Stabilization 2. Provide stakingor anchoringofportable toilets duringperiods of high winds or in high spills or overflow.
Pa ry I g7. Locate washouts in an easily accessible area,on level ground and install a stone
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or foot traffic areas. entrance pad in front of the washout. Additional controls may be required by the
other mulches and tackifiers other mulches and tackifiers 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Hydroseeding •Geotextile fabrics such aspermanent soil Utilize a licensed sanitarywaste hauler to remove leakingapproving authority.
Y g portable toilets and replace
•Rolled erosion control products with or reinforcement matting with properly operating unit. 8. Install at least one sign directing concrete trucks to the washout within the project
without temporary grass seed •Hydroseeding limits. Post signage on the washout itself to identify this location.
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered 9. Remove leavings from the washout when at approximately 75%capacity to limit
•Plastic sheeting with mulch EARTHEN STOCKPILE MANAGEMENT overflow events. Replace the tarp,sand bags or other temporary structural
•Uniform and evenly distributed ground cover 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least components when no longer functional. When utilizing alternative or proprietary
sufficient to restrain erosion 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls products,follow manufacturer's instructions.
•structural methods such as concrete,asphalt or and surface waters unless it can be shown no other alternatives are reasonably 10. At the completion of the concrete work,remove remaining leavings and dispose of
retaining walls available. in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
•Rolled erosion control products with grass seed 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of caused by removal of washout.
five feet from the toe of stockpile.
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS 3. Provide stable stone access point when feasible. HERBICIDES,PESTICIDES AND RODENTICIDES
1. Select flocculants that are appropriate for the soils being exposed during 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. with the approved plan and any additional requirements. Soil stabilization is defined restrictions.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. as vegetative,physical or chemical coverage techniques that will restrain accelerated 2. Store herbicides,pesticides and rodenticides in their original containers with the a`°'='°" °"" .... NTS
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved erosion on disturbed soils for temporary or permanent control needs. label,which lists directions for use,ingredients and first aid steps in case of 1 LCM ISSUED FOR REVIEW 12/23/22 a, anvza
2 LCM ISSUED FOR PERMIT /16/23°
PAMS/Flocculants and in accordance with the manufacturer's instructions.
accidental poisoning. 3 ACZ ISSUED FOR PERMIT11/16/23LC
LCM I KRW1 JCG
4. Provide ponding area for containment of treated Stormwater before discharging HAZARDOUS AND TOXIC WASTE 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is 4 ACZ UPDATED WORKSPACE 04/12/24 030 OF 031
offsite. 5 ACZ UPDATED WORKSPACE 07/29/24`"°""`KE-63U 1. Create designated hazardous waste collection areas on-site. possible or where they may spill or leak into wells,stormwater drains,ground water 6 WA CONTY,NC
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 2. Place hazardous waste containers under cover or in secondary containment. or surface water. If a spill occurs,clean area immediately. 7 GIS
N.°�`"
or surrounded by secondary containment structures. 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. 4. Do not stockpile these materials onsite. 8 °°*°.tea.
9 5
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 Dominion
nergy"
Pa°,',".M121 REPLACEMENT,2023 RALEIGH PHASE
aim"°,.oE. DETAIL SHEET
°..°.,,s.°.. Pa°,E 10303306 "'°a`°"oE„«
NOT RESPONSIBLE FOR ACCURACY

PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
(1)Rain gauge Daily Daily rainfall amounts. 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).
maintained in If no daily rain gauge observations are made during weekend or
good working holiday periods, and no individual-day rainfall information is plan. This documentation is required upon the
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days (and this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.4)or G.S.143-215.85.
approved by the Division.
(2)E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection,
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours 5. Indication of visible sediment leaving the site, - the appropriate Division regional office within the timeframes and in accordance with the
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection
reported to the Department's Environmental Emergency Center personnel at(800) Date. „
site 7 calendar days of the following shall be made: report to indicate the completion of the : ,,,nn„i ,,
and within 24 1. Actions taken to clean upor stabilize the sediment that has left858-0368. `;O.(o 6 s op ��'
corrective action. R. �
hours of a rain the site limits, - �.QR a7•, L
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements _ .
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification. 3 SEAL E
_ • 050 0
releases.
site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction Division provides a site-specific exemption based on unique site conditions that make ,i'•.ENGINEER y
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a !�NgTHAN GP ..
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis. 'ri,uun,,,`,
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment-
24 hours Regional Office per Part III,section c,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff
stabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the
with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of (b)Oil spills and . within 24 hours,an oral or electronic notification. The notification
ground`over). electronically-available records in lieu of the required paper copies will be allowed if
2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release.
timeframe or an assurance that they will be provided as substances per Item
soon as possible. 3.Documentation to be Retained for Three Years 1(b)-(c)above
All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)Anticipated • A report at least ten days before the date of the bypass,if possible.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] _ effect of the bypass.
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification.
bypasses[40 CFR • Within 7 calendar days,a report that includes an evaluation of the
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 122.41(m)(3)] quality and effect of the bypass.
(e)Noncompliance • Within 24 hours,an oral or electronic notification.
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days,a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: 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
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. "° a" "E°'E'°" "' E NTS
1 LCM ISSUED FOR REVIEW 12/23/22 are_
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include 2 LCM ISSUED FOR PERMIT 04/10/23,, 4/12/24
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, 3 ACZ ISSUED FOR PERMIT 11/16/23 LCM I KRW I JCG
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, 4 ACZ UPDATED WORKSPACE 04/12/245NE031 OF 031
5 ACZ UPDATED WORKSPACE 07/29/24 WAKE COUNTY,NC
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and 6 °°".PAGE«
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. 7 COST°EM.a.
8
9 5
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 Dominion
Energy
Pa°,E0-M121 REPLACEMENT,2023 RALEIGH PHASE
°gym"°,.oE. DETAIL SHEET
°N,s�°".�s.a�°•. rr'' 10303306 I"'°a`°"'E„«
NOT RESPONSIBLE FOR ACCURACY