20220344 Ver 1_315-976 Trivium East Sewers-Updated_20220303

P.• \ 310-000 \ 315-976 \ —CADD \ Dwg \ CV01 \ 315976—CV01—0000—COVER. dwg fC000 COVER/ LS•(1/26/2022 — ereichenbach) — LP: 1/28/2022 7.•58 AM
C
PROJECT TEAM
OWNER
CITY OF HICKORY
76 NORTH CENTER STREET
HICKORY, NC 28601
PH: [phone]
EMAIL: [e-mail]
CONTACT: M. SHAWN PENNELL
CIVIL ENGINEER
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
3701 ARCO CORPORATE DRIVE
SUITE 400
CHARLOTTE, NC 28273
PH: [phone]
FX: [phone]
EMAIL: [e-mail]
CONTACT: SHAD WALTERS, P.E.
LIST OF CONTACTS
ELECTRIC SERVICE
DUKE ENERGY
250 9TH STREET LANE SE
HICKORY, NC 28120
CONTACT: CREGG PARKS (SITE ELECTRICAL)
PH: [phone]
CONTACT; BILLIE LAWSON (SITE LIGHTING)
PH: [phone]
GAS SERVICE
PIEDMONT NATURAL GAS
1921 8TH AVENUE NW
HICKORY, NC 28601
CONTACT; BRADLEY MCLAIN
PH: [phone]
TRIVIUM CORPORATE CENTER
TRIVIUM EAST SEWERS
HICKORY, NORTH CAROLINA
JANUARY 2022
SURVEYOR
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
3701 ARCO CORPORATE DRIVE
SUITE 400
CHARLOTTE, NC 28273
PH: [phone]
FX: [phone]
EMAIL: [e-mail]
CONTACT: ANDY DeGROAT, PLS
FIBER/INTERNET SERVICE
CENTRY LINK
140 MAIN AVENUE NE
HICKORY, NC 28601
CONTACT: JARVIS JONES
PH: [phone]
SANITARY/WATER SERVICE
CITY OF HICKORY UTILITIES DEPARTMENT
76 NORTH CENTER STREET
HICKORY, NC 28601
CONTACT: SHAWN PENNELL
(PUBLIC UTILITIES DIRECTOR)
PH: [phone]
NORTH
YOUNG BILLY JOE &
YOUNG ANDREA LUTZ
PARCEL 10/ 372118425084
DB.• 3578, PG: 1317
owoom
HORIZON REI GROUP LLC
PARCEL ID# 372119511871
DB: 3484, PG: 0624
27.44 ACRES ±
REFERENCE
1. TOPOGRAPHICAL DATA COMPILED FROM A FIELD RUN TOPO SURVEY
COMPLETED IN NOVEMBER 2021 BY CIVIL AND ENVIRONMENTAL
CONSULTANTS, INC.
2. STREAMS/WETLANDS INFO BASED UPON A REPORT COMPILED BY
CIVIL & ENVIRONMENTAL CONSULTANTS, INC. DATED DECEMBER 1, 2021.
3. FEMA FLOODWAY AND FLOODPLAIN INFORMATION OBTAINED FROM FEMA
AND NCFRIS MAP 3710372100J, PANEL 3721, EFFECTIVE SEPTEMBER 5,
2007.
N/F
LUTZ ROBERT A &
LUTZ LINDA W
PARCEL ID/ 372119612638
DB: 3323, PG: 07579
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EX/ST/NG CITY OF
HICKORY FORCE MAIN
/
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N/F
LUTZ ROBERT ADR/AN &
LUTZ LINDA W
PARCEL ID/ 372115538314
DB:3257, PG:0667
7
Ny\
EXISTING PNG GAS
EASEMENT
/ PROPOSED GRAVITY
SEWER LINE
EXISTING PNG GAS
\ EASEMENT
SITE MAP
1" = 150'
SCALE IN FEET
0
150
300
/
/
EXISTING DUKE
ENERGY EASEMENT
TRIVIUM CORPORATE CENTER INC.
PARCEL ID# PART OF 372119511871
& 372119612638
DB: 3668, PG: 1282
108.25 ACRES ±
N/F
CITY OF CONOVER
PARCEL 10/ 372115636092
DB: 1582, PG: 1687
CIVIL DRAWING INDEX
Sheet
Number
Sheet Title
C000
COVER
C001
GENERAL NOTES
C100
OVERALL EXISTING SITE MAP & TREE CLEARING LIMITS
C200
UTILITY PLAN GRAVITY SEWER STA. 0+00.00 - STA. 6+08.99
C201
UTILITY PLAN GRAVITY SEWER STA. 6+08.99 - STA. 15+98.43
C202
UTILITY PLAN GRAVITY SEWER STA. 15+98.43 - STA. 24+58.11
C300
EROSION AND SEDIMENT CONTROL DETAILS
C301
EROSION AND SEDIMENT CONTROL NOTES
C302
SANITARY SEWER DETAILS
C
ONOVER BLyp
TRIVIUM EAST
SEWERS
U.S.G.S. MAP
U.S.G.S 7.5 MIN 1
HICKORY QUARDRANG
1" _
SCALE
/
OPOGRAPHIC MAP,
_E, NC, DATED: 2016
2,000'
IN FEET
/
0
2000
VICINITY MAP
BASE IMAGE FROM
IMAGERY DATE
1" _
SCALE
4000
GOOGLE EARTH MAPS
MARCH 3, 2018
1,000'
IN FEET
0
1000
2000
BEFORE YOU DIQI
CALL 1-800-632-4949
N.C. ONE -CALL
CENTER IT'S THE LAW!
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO. C-3035
DESCRIPTION
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DRAWN BY:
JANUARY 2022
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APPROVED BY:
DRAWING NO.:
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GENERAL NOTES
UTILITY NOTES
1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR
TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT
FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
2. EXISTING SITE INFORMATION / TOPOGRAPHIC SURVEY COMPILED FROM A FIELD RUN SURVEY CONDUCTED BY CIVIL
& ENVIRONMENTAL CONSULTANTS NOVEMBER 2021.
3. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (INCLUDING THOSE LABELED
PER RECORD DATA) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH MOVING OPERATIONS. INFORM
ENGINEER OF ANY CONFLICTS DETRIMENTAL TO THE DESIGN INTENT.
4. 48 HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES: THE
NC UTILITY PROTECTION SERVICES, AND ALL OTHER AGENCIES THAT MAY HAVE UNDERGROUND UTILITIES INVOLVING
THIS PROJECT AND ARE NON-MEMBERS OF NC UNDERGROUND PROTECTION, INC.
5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE FEDERAL,
STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION
OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK.
6. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S REPRESENTATIVE FOR ANY
AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN THE
COURSE OF THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
7. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH LOCAL, STATE, &
FEDERAL REGULATIONS.
8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL APPLICABLE PERMITS, AND PAY ALL
REQUIRED FEES PRIOR TO BEGINNING WORK.
9. ANY WORK PERFORMED IN THE LOCAL OR STATE RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE
APPLICABLE LOCAL OR STATE REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE
NECESSARY PERMITS FOR THE WORK, SCHEDULE NECESSARY INSPECTIONS, AND PROVIDE THE NECESSARY TRAFFIC
CONTROL MEASURES AND DEVICES, ETC., FOR WORK PERFORMED IN THE RIGHT OF WAYS.
10. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE NCDEQ FOR THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT AND FURNISH OWNERS REPRESENTATIVE WITH WRITTEN REPORTS.
GENERAL CONTRACTOR TO CONTACT OWNERS ENVIRONMENTAL DEPARTMENT FOR ANY ADDITIONAL OWNER RELATED
REQUIREMENTS.
CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL PRACTICES REQUIRED BY NCDEQ.
12. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF CONSTRUCTION AND
ARE TO FINAL GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL IN
ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS ARE SUPPLIED, REFER TO NCDEQ EROSION CONTROL
MANUAL.
13. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE LATEST REGULATIONS OF THE AMERICANS
WITH DISABILITIES ACT.
14. THE CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT
INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS
FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT.
15. BEFORE INSTALLATION OF STORM OR SANITARY SEWER, OR OTHER UTILITY, THE CONTRACTOR SHALL VERIFY ALL
CROSSINGS, BY EXCAVATION WHERE NECESSARY, AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS.
THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT NOTIFIED OF DESIGN CONFLICTS PRIOR TO
CONSTRUCTION.
16. ADJUST/RECONSTRUCT ALL EXISTING CASTINGS, CLEANOUTS, ETC. WITHIN PROJECT AREA TO GRADE AS REQUIRED.
17. IF CONTRACTOR ELECTS TO ENTER PROJECT SITE AT A DIFFERENT LOCATION OTHER THAN SHOWN, COORDINATE
WITH ENGINEER. THIS MAY REQUIRE ADDITIONAL E/C PERMITTING AND DRIVEWAY PERMITS.
18. REFER TO OWNER SCOPE OF WORK AND LAYOUT FOR DETAILS AND TO AVOID CONFLICTS.
DEMOLITION NOTES
1. ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED
UNLESS NOTED OTHERWISE WITHIN THIS CONSTRUCTION SET AND/OR PROJECT SPECIFICATIONS. THIS INCLUDES
FOUNDATION SLABS, WALLS AND FOOTINGS. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE BACKFILLED WITH
SATISFACTORY MATERIALS AND COMPACTED TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATION.
2. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD BY THE CONTRACTOR.
3. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF CONSTRUCTION WITHOUT THE
EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE.
4. TREE PROTECTION FENCING SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS - OR - IN
ACCORDANCE WITH THE DETAILED DRAWINGS. DO NOT OPERATE OR STORE EQUIPMENT, NOR HANDLE OR STORE
MATERIALS WITHIN THE DRIP LINES OF THE TREES SHOWN TO REMAIN.
5. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED
TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUISING
OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN
DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE
TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING.
6. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS
OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE IN A STATE
APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR DAMAGE ACCORDING TO THE APPROPRIATE
UTILITY COMPANY STANDARDS AND AT THE CONTRACTOR'S EXPENSE.
7. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY.
8. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED.
9. EROSION & SEDIMENT CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE PROPERLY INSTALLED AND
FUNCTION PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION ACTIVITIES.
10. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS DURING ALL DEMOLITION
ACTIVITIES.
11. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND BENCHMARKS DURING
DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED
SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
12. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN. ANY ITEMS TO
REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.
13. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH NC DEPARTMENT
OF TRANSPORTATION REGULATIONS AND AS REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG
STREETS, ROADS, HIGHWAYS, ETC.. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL AND
COORDINATE WITH LOCAL AND/OR STATE AGENCIES REGARDING THE NEED, EXTENT AND LIMITATIONS ASSOCIATED
WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES.
14. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE
COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED PROFESSIONAL, WHEN APPLICABLE, WITH THE
APPROPRIATE UTILITY COMPANY, MUNICIPALITY AND/OR AGENCY. DEMOLITION OF REGULATED ITEMS MAY INCLUDE,
BUT ARE NOT LIMITED TO WELLS, ASBESTOS, UNDER GROUND STORAGE TANKS, SEPTIC TANKS AND ELECTRIC
TRANSFORMERS. DEMOLITION CONTRACTOR SHALL REFER TO ANY ENVIRONMENTAL STUDIES FOR DEMOLITION
RECOMMENDATIONS AND GUIDANCE. AVAILABLE ENVIRONMENTAL STUDIES MAY INCLUDE, BUT ARE NOT LIMITED TO
PHASE I ESA, PHASE II, WETLAND AND STREAM DELINEATION AND ASBESTOS SURVEY. ALL
APPLICABLE ENVIRONMENTAL STUDIES SHALL BE MADE AVAILABLE UPON REQUEST.
REFERENCE
1. TOPOGRAPHICAL DATA COMPILED FROM A FIELD RUN TOPO SURVEY
COMPLETED IN NOVEMBER 2021 BY CIVIL AND ENVIRONMENTAL
CONSULTANTS, INC.
2. STREAMS/WETLANDS INFO BASED UPON A REPORT COMPILED BY
CIVIL & ENVIRONMENTAL CONSULTANTS, INC. DATED DECEMBER 1, 2021.
3. FEMA FLOODWAY AND FLOODPLAIN INFORMATION OBTAINED FROM FEMA
AND NCFRIS MAP 3710372100J, PANEL 3721, EFFECTIVE SEPTEMBER 5,
2007.
1. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES & GOVERNMENT AGENCIES PRIOR TO
COMMENCEMENT OF WORK.
2. THE CONTRACTOR SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL PERMITS AND
LICENSES NECESSARY TO ACCOMPLISH WORK. PERMITS CAN INCLUDE, BUT ARE NOT LIMITED TO CITY OF HICKORY,
NCDOT ENCROACHMENT PERMIT, GRADING PERMIT, AND/OR UTILITY COMPANY'S PERMIT FOR THE WORK TO BE
PERFORMED ON THEIR RESPECTIVE FACILITIES.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB SITE AND
LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF CONSTRUCTION FOR ALL
UTILITY LINES SO THAT WATER LINES, GAS LINES, AND UNDERGROUND ELECTRIC DO NOT CONFLICT WITH SANITARY
SEWERS OR STORM SEWERS. INSTALL UTILITIES PRIOR TO PAVEMENT CONSTRUCTION.
5. ALL TRENCH SPOILS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED SHALL
BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL COST TO THE OWNER IN
ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
6. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES OR
UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; AND IF DAMAGED, THEY SHALL BE
REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO COST TO THE OWNER.
7. THE CONTRACTOR SHALL RE -SET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER UTILITY ACCESS
COVERS TO FINISHED PAVEMENT SURFACE, FINISHED GRADES OR SIDEWALK GRADE. THE CONTRACTOR SHALL
PROTECT UNDERGROUND UTILITIES AND THEIR APPURTENANCES TO REMAIN ON SITE FROM DAMAGE DURING
CONSTRUCTION OPERATIONS.
8. DISTANCES SHOWN FOR SANITARY SEWER PIPES ARE MEASURED FROM CENTER OF STRUCTURE, CONTRACTOR
RESPONSIBLE FOR ACTUAL FIELD CUT LENGTH. COORDINATE FOR STORM & SANITARY STRUCTURES ARE SHOWN TO
THE CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.
9. ALL UTILITIES SHALL BE INSTALLED BY A NC LICENSED UTILITY CONTRACTOR, APPROVED BY THE ENGINEER.
10. CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OF SANITARY SEWER
SYSTEMS TO ALLOW FOR VISUAL INSPECTION BY THE ENGINEER.
11. SANITARY SEWER SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH NCDEQ REGULATIONS IN THE PRESENCE OF
AN ENGINEER, CONTRACTOR SHALL FURNISH ALL TEST RESULTS TO THE ENGINEER.
12. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS OF ALL IMPROVEMENTS. INCLUDE AT LEAST TWO
DIMENSIONS TO EACH MANHOLE FROM KNOWN SITE FEATURES. DRAWINGS SHALL INCLUDE HORIZONTAL AND
VERTICAL INFORMATION ON ALL NEW UTILITIES AS WELL AS EXISTING UTILITIES ENCOUNTERED.
EROSION CONTROL NOTES
1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY
GOVERNING AUTHORITIES. PLACARD TO BE PLACED AT JOBSITE ENTRANCE.
2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
HAVE BEEN INSTALLED.
3. ALL EXPOSED AREAS SHALL BE SEEDED WITHIN 14 DAYS OF FINAL GRADING. SEE NPDES SEEDING CHARTS FOR
ADDITIONAL INFORMATION.
4. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE TEMPORARILY SEEDED.
5. SLOPES STEEPER THAN 3:1 SHALL BE SEEDED AND STABILIZED WITHIN 7 DAYS
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND
WITHIN 24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF
REQUIRED BY GOVERNING NPDES GENERAL PERMIT. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE
WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF REPORT.
7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL
NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY THE GENERAL CONTRACTOR IF DEEMED NECESSARY BY
ON SITE INSPECTION.
8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH
PERMANENT SOIL STABILIZATION. FULL PAYMENT WILL NOT BE RELEASED UNTIL GRASS IS ESTABLISHED AND NCDEQ
HAS CLOSED EROSION CONTROL PERMIT.
10. SEDIMENT SHALL BE REMOVED FROM SILT FENCE BEFORE IT IS DEPOSITED ONE-THIRD THE HEIGHT OF THE
EXPOSED SILT FENCE.
11. EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE TO PROTECT ADJACENT PROPERTIES AND WATER
COURSES. CONTRACTOR IS RESPONSIBLE FOR FOR PROTECTING NEWLY COMPLETED WORK, SUCH AS SIDEWALKS,
CURBS, ETC. FROM ON -SITE SEDIMENT BY USE OF SILT FENCE, ETC. ® NO ADDITIONAL COST TO THE OWNER.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL
CENTER IT'S THE LAW!
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO. C-3035

LEGEND
ere/chenbach) - LP.• 1/28/2022 7.•59 AM
P.•\310-000\315-976\-CADD\Dwg\CVO1\315976-CV01-C100-EX/ST/NG COND/T/ONS PLAN.dwgfC100J LS:(1/26/2022
NORTH
REFERENCE
YOUNG BILLY ✓OE &
YOUNG ANDRE4 LUTZ
PARCEL ID/ 372118425084
DB: 3578, PG: 1317
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EX/STING PNG
GAS MAIN
HORIZON REI GROUP LLC
PARCEL ID# 372119511871
DB: 3484, PG: 0624
27.44 ACRES ±
N/F
HOLLAR DALE EDW/N &
HOLLAR RUTH ANN
PARCEL /D/ 3721 1841 1449
DB: 1047, PG: 0143
N/F
HOLLAR DALE EDW/N &
HOLLAR RUTH ANN
PARCEL /D/ 372118412306
DB: 2805, PG: 0613
N/F
HORIZON REI GROUP LLC
PARCEL /D/ 372118413201
DB: 3487, PG: 1431
N/F
HORIZON REI GROUP LLC
PARCEL /Df 372118413185
DB: 3487, PG: 1434
1. TOPOGRAPHICAL DATA COMPILED FROM A FIELD RUN TOPO SURVEY
COMPLETED IN NOVEMBER 2021 BY CIVIL AND ENVIRONMENTAL
CONSULTANTS, INC.
2. STREAMS/WETLANDS INFO BASED UPON A REPORT COMPILED BY
CIVIL & ENVIRONMENTAL CONSULTANTS, INC. DATED DECEMBER 1, 2021.
3. FEMA FLOODWAY AND FLOODPLAIN INFORMATION OBTAINED FROM FEMA
AND NCFRIS MAP 3710372100J, PANEL 3721, EFFECTIVE SEPTEMBER 5,
2007.
EX/STING 86'
PIEDMONT NATURAL
\ GAS (PNG) EASEMENT
EX/STNG GRAVEL
DRIVE
N/F
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PARCEL /D/ 372118415076
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PARCEL /D/ 372119612638
DB: 3323, PG: 07579
EX/STING 25'
CITY OF HICKORY
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CONTRACTOR MAY USE EXISTING
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LINE EASEMENT. CONTRACTOR SHALL
REPAIR TO LIKE OR BETTER CONDITION
AT THE END OF THE PROJECT
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GRAI9TY SANITARY
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EX/STING CITY OF HICKORY
FORCE MAIN MANHOLE (T)1.)
SNF
♦ ®C200
EX/STING POWER
POLE
EXISTING TREES TO
BE REMOVED
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BE REMOVED
,
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EXISTING TREES TO
BE REMOVED
EX/STING PNG
GAS MAIN
EXISTING 58'
PIEDMONT NATURAL
GAS (PNG) EASEMENT
EX/STING TREE
L/NE TO REMAIN
/
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EX/STING 50'
PIEDMONT NATURAL
GAS (PNG) EASEMENT
EX/STNG CITY OF
HICKORY EASEMENT
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EXISTING TREES TO
BE REMOVED
EXISTING TREES TO
BE REMOVED
EX/STING PNG
GAS MAIN
IEX/STING 100'
DUKE ENERGY
E4SEMENT
TRIVIUM CORPORATE CENTER INC.
PARCEL ID# PART OF 372119511871
& 372119612638
DB: 3668, PG: 1282
108.25 ACRES ±
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CLARKS CREEK
N/F
CITY OF CONOVER
PARCEL /D/ 372115636092
DB: 1582, PG: 1687
EX/STING BARBED
WIRE FENCING
EX/STING TR/BUTARY
TO CLARKS CREEK
EXISTING TREES TO \
BE REMOVED #p
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•
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FEMA 100- YEAR FLOODPLAIN
TAKEN FROM FEMA AND
NCFRIS MAP
3710372100J, PANEL 3721,
EFFECTIVE SEPTEMBER 5, 2007
ELEV: 869.6
FEMA FLOODWAY TAKEN
FROM FEMA AND NCFRIS MAP
3710372100J, PANEL 3721,
EFFECTIVE SEPTEMBER 5, 2007
ELEV: 868.8
x
900 -
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GENERAL NOTES
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING FENCE
EXISTING INDEX (MAJOR) CONTOUR
EXISTING INTERMEDIATE (MINOR) CONTOUR
EXISTING STREAM
EXISTING STREAM BUFFER
EXISTING TREE LINE
EXISTING UNDERGROUND GAS SERVICE
EXISTING FORCE MAIN
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MANHOLE
EXISTING TREES TO BE CLEARED
EXISTING FEMA FLOODPLAIN
1. SEE SHEET C000 FOR GENERAL NOTES.
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN
SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL
WORK ASSOCIATED WITH THE PROJECT.
•
•
•
•
•
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SCALE IN FEET
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•
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880
870
860
N/F
CITY OF CONOVER
PARCEL /D/
372115636092
DB: 1582, PG: 1687
STABILIZE AND RESTORE STREAM
BANKS AFTER CONSTRUCTION IS
COMPLETE, SEE DETAIL 6 SHEET
C300
(�
EXISTING SEWER MANHOLE
STA. 0+00-BEGIN SEWER LINE "A"
RIM = 867.54
PROP INV. (IN) = 860.28 /
EX. INV. (OUT) = 860.18 //
PROPOSED DOUBLE
ROW SILT FENCE (TYP.)
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0+
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N 69' 21' 23.77" E
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N: 713029.0
E: 1326296.52
PROPOSED TEMPORARY STREAM CROSSING,
STABILIZE AND RESTORE STREAM BANKS
AFTER CONSTRUCTION IS COMPLETE, SEE
DETAIL 6 SHEET C300
100-YEAR FLOODPLAIN
ELEV. = 869.6
140 LF 12" DIP 0 0.29%-
N/F
LUTZ ROBERT ADR/AN &
LUTZ LINDA W
PARCEL /D,' 372115538314
DB: 3257, PG: 0667
EMA 100-YEAR FLOODPLAIN
ELEV: 869.6
-EXISTING SEWER MANHOLE
STA. 1+73.35-END SEWER LINE "A"
EX. RIM = 868.65
INV. (IN) = 860.88
EX. INV. (IN) = 860.69
EX. INV. (OUT) = 860.68
+
EXISTING TRIBUTARY
TO CLARKS CREEK
-1.4W
EXISTING
TRIBUTARY
TO CLARKS
CREEK
SEWER MANHOLE
STA. 1 +07.35
N: 712971.8
E: 1326256.27 z_
1210 EX/SANG CITY OF HICKORY
GRAVITY SEWER LINE
SEWER LINE "A"
REPLACEMENT SEWER
PLAN VIEW
SCALE IN FEET
0
850
100' OF RESTRAINED JOINT
PIPE WITH (2) CONCRETE COLLARS
MAX. SPAN = 40'
SEE DETAIL ON SHEET C302
880
870
860
850
-0+25 0+00 1+00
HORIZONTAL REPLACEMENT SEWER PROFILE
SCALE IN FEET
0
REFERENCE
40
80
1. TOPOGRAPHICAL DATA COMPILED FROM A FIELD RUN TOPO SURVEY
COMPLETED IN NOVEMBER 2021 BY CIVIL AND ENVIRONMENTAL
CONSULTANTS, INC.
2. STREAMS/WETLANDS INFO BASED UPON A REPORT COMPILED BY
CIVIL & ENVIRONMENTAL CONSULTANTS, INC. DATED DECEMBER 1, 2021.
3. FEMA FLOODWAY AND FLOODPLAIN INFORMATION OBTAINED FROM FEMA
AND NCFRIS MAP 3710372100J, PANEL 3721, EFFECTIVE SEPTEMBER 5,
2007.
0
2+00
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1- -0
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20
80
EX/SANG CITY
OF HICKORY
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900
z
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laws
EXISTING SEWER MANHOLE
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EX. RIM = 868.65
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INV. (IN) = 860.88
EX. INV. (OUT) = 860.68
TBM = 866.05 -
N: 713139.59
E: 1326326.38 S 15°06'32" W
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880
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860
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PROPOSED DOUBLE -ROW
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PROPOSED DOUBLE -ROW
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SEWER MANHOLE
•
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CONTRACTOR TO LOCATE EXISTING
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12 "0 EXISTING CITY OF HICKORY
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PLAN VIEW
SCALE IN FEET
PROPOSED
TREE LINE (TYP.)
50'
TEMPORARY
CONSTRUCTION
EASEMENT,
PROPOSED TREELINE
SEWER MANHOLE
0
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N: 713012.0
E: 1325818.92
0
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80
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STA.1 +26.19
N: 712953.57
E: 1326260.90
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4
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N: 712900.99
E: 1326220.10
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N: 712900.99
E: 1326220.10
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EXISTING 4 "O ABANDONED
PNG GAS MAIN
EXISTING 8"0 PNG HIGH
PRESSURE GAS LINE
EXISTING 50'
PNG EASEMENT
O
O
CONTRACTOR SHALL SOFT DIG THE
LOCATION OF THE TWO EXISTING GAS MAINS
PRIOR TO BEGINNING WORK AND REPORT
TO THE ENGINEER. ALL SOFT DIGS AND WORK
RELATED TO THE INSTALLATION OF THE SEWER
SHALL BE COORDINATED WITH THE LOCAL
REPRESENTATIVE OF PNG
EXISTING TREELINE
()
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100-YEAR FLOODPLAIN
ELEV. = 869.6
850
840
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JOINT PIPE WITH (2)
CONCRETE COLLARS
MAX. SPAN = 40'
SEE DETAIL ON
SHEET C302
1.21'
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r7a 2.9 (%
00'
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-37 LF 12" DIP 0 1.00%
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TOP ELEVATION = 862.94
PROVIDE MIN. 18"
CLEARANCE
-x
TRMUM CORPORATE CENTER INC.
PARCEL ID# PART OF
372119511871 & 372119612638
DB: 3668, PG: 1282
108.25 ACRES ±
LIMITS OF DISTURBANCE
= 3.23 ACRES
Sp\
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0
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EX/SANG TREE LINE (TYP.)
EXISTING GRADE
LEGEND
EXISTING
EXISTING
-x x x EXISTING
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EXISTING
EXISTING
- EXISTING
- EXISTING
EXISTING
EXISTING
- SA N EXISTING
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STREAM
STREAM BUFFER
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UNDERGROUND GAS SERVICE
FORCE MAIN
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
TREES TO BE CLEARED
▪ EXISTING FEMA FLOODPLAIN
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
SF
900
890
880
416 LF 12" PVC © 0.75%
870
MINIMUM ONE (1) JOINT OF
DUCTILE IRON PIPE AT DROP
PROVIDE OUTSIDE DUCTILE IRON DROP
SEE DETAIL 10 SHEET C302
860
MATCHLINE SSMH-5
SEE SHEET C201
850
840
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0 10
20
0
I
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6+00
6+50
GENERAL NOTES
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MAIN
PROPOSED PERMANENT SEEDING
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE LINE
1. SEE SHEET C001 FOR GENERAL NOTES.
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN
SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL
WORK ASSOCIATED WITH THE PROJECT.
SANITARY SEWER NOTES
1. MANHOLE COVERS ALONG CREEK SHALL BE 18"-24"
ABOVE FINISHED GRADE (TYP.)
2. ALL SANITARY SEWERS PIPING SHALL BE SDR 35 PVC
UNLESS NOTED OTHERWISE.
3. ALL DUCTILE IRON SEWER PIPING SHALL BE CLASS
350 DUCTILE IRON.
4. ALL MANHOLE LIDS WITH ELEVATIONS LOCATED BELOW
THE 100-YEAR FLOODPLAIN ELEVATION SHALL HAVE
WATER TIGHT LIDS
CONSTRUCTION SEQUENCE
1. OBTAIN EROSION CONTROL PERMIT FROM NCDEQ. PLACARD
SHALL BE POSTED AT THE JOBSITE.
2. CONTRACTOR TO SET UP PRE -CON MEETING INCLUDING BUT
NOT LIMITED TO ENGINEER, NCDEQ AND GC.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
4. FLAG LIMITS OF DISTURBANCE.
5. INSTALL SILT FENCE (AS SHOWN ON THESE PLANS AND SILT
FENCE OUTLETS AS REQUIRED.
6. BEGIN CLEARING AND GRUBBING ACTIVITIES.
7. BEGIN UTILITY INSTALLATION ACTIVITIES.
8. BEGIN PERMANENT SEEDING/GRASSING IN ACCORDANCE WITH
THE NPDES PERMIT.
9. UPON STABILIZATION OF ALL DISTURBED AREA AND APPROVAL
FROM ENGINEER, EROSION CONTROL MEASURES CAN BE
REMOVED AND EC PERMIT CLOSURE.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL
CENTER 178 THE LAW!
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N: 712833.8
E: 1325691.96 \
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EX/STING DUKE ENERGY
POWER POLE, CONTRACTOR TO
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CONSTRUCTION
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x
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x—
SEWER MANHOLE
STA. 11+97.41_
N: 712507.8 = --
E: 1325524.04
PROPOSED SILT
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TRIVIUM CORPORATE CENTER INC.
PARCEL ID# PART OF
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DB: 3668, PG: 1282
108.25 ACRES ±
x
N
x
SEWER MANHOLE r
STA. 13+66.20
N: 712339.9
E: 1325507.54
9
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PROPOSED SILT
30' UNDISTURBED
— — _ — STREAM BUFFER
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SEWER MANHOLE
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N: 712107.7
E: 1325500.67
PROPOSED TREE UNE
D
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/
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— j
--�.— =� — — — - /
�/ / --
FENCE OUTLET (TYP.) . •
•
EX/STING STREAM
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EX/STING TRIBUTARY
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•
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0
0
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920
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0
MATCHUNE SSMH-
SEE SHEET C202
880
870
REFERENCE
1. TOPOGRAPHICAL DATA COMPILED FROM A FIELD RUN TOPO SURVEY
COMPLETED IN NOVEMBER 2021 BY CIVIL AND ENVIRONMENTAL
CONSULTANTS, INC.
2. STREAMS/WETLANDS INFO BASED UPON A REPORT COMPILED BY
CIVIL & ENVIRONMENTAL CONSULTANTS, INC. DATED DECEMBER 1, 2021.
3. FEMA FLOODWAY AND FLOODPLAIN INFORMATION OBTAINED FROM FEMA
2007.
0
HORIZONTAL
SCALE IN FEET
40
80
GRAVITY SEWER LINE PROFILE
1 3+00
VERTICAL
SCALE IN FEET
0
20
15+00
LEGEND
EXISTING
x x EXISTING
900 — EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
G
FM
SA N
SAN
PS
SF
GENERAL NOTES
EXISTING PROPERTY LINE
RIGHT—OF—WAY
FENCE
INDEX (MAJOR) CONTOUR
INTERMEDIATE (MINOR) CONTOUR
STREAM
STREAM BUFFER
TREE LINE
UNDERGROUND GAS SERVICE
EXISTING FORCE MAIN
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MANHOLE
EXISTING TREES TO BE CLEARED
EXISTING FEMA FLOODPLAIN
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MAIN
PROPOSED PERMANENT SEEDING
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE UNE
1. SEE SHEET C000 FOR GENERAL NOTES.
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN
SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL
WORK ASSOCIATED WITH THE PROJECT.
SANITARY SEWER NOTES
1. MANHOLE COVERS ALONG CREEK SHALL BE 18"-24"
ABOVE FINISHED GRADE (TYP.)
2. ALL SANITARY SEWERS PIPING SHALL BE SDR 35 PVC
UNLESS NOTED OTHERWISE.
3. ALL DUCTILE IRON SEWER PIPING SHALL BE CLASS
350 DUCTILE IRON.
4. ALL MANHOLE LIDS WITH ELEVATIONS LOCATED BELOW
THE 100—YEAR FLOODPLAIN ELEVATION SHALL HAVE
WATER TIGHT LIDS
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE —CALL
CENTER 178 THE LAVV1
REVISION RECORD
DESCRIPTION
PERMITTING COMMENT RESPONSE
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3701 Arco Corporate Drive • Suite 400 • Charlotte, NC
Ph: 980.237.0373 • Fax: [phone]
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PROJECT NO:
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NORTH CAROLINA BOARD OF EXAMINERS FOR
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SEWER MANHOLE
STA. 18+64.95
N: 711841.2
E: 1325497.11
NORTH
30' UNDISTURBED
BUFFER
EXISTING STREAM
TOP OF BANK
EXISTING TRIBUTARY
TO CLARKS CREEK
EX/STING
TREE LINE (TYP.)
25'
PERMANENT
SANITARY
SEWER
EASEMENT (TYP.)
1 2 SEWER MANHOLE
STA.21 +47.98
N: 71 1618.71
1325322.21
\ \\ \\\
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PROPOSED SILT
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TRMUM CORPORATE CENTER INC.
PARCEL ID# PART OF
372119511871 & 372119612638
DB: 3668, PG: 1282
108.25 ACRES ±
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N: 711529.52
E: 1325016.99
EXISTING 8.0 PNG
GAS LINE
HORIZON REI GROUP LLC
PARCEL /D/ 372119511871
DB: 3484, PG: 0624
2Z44 ACRES ±
CONTRACTOR SHALL SOFT DIG THE
LOCATION OF THE TWO EXISTING GAS MAINS
PRIOR TO BEGINNING WORK AND REPORT
TO THE ENGINEER. ALL SOFT DIGS AND WORK
RELATED TO THE INSTALLATION OF THE SEWER
SHALL BE COORDINATED WITH THE LOCAL
REPRESENTATIVE OF PNG
LIMITS OF DISTURBANCE
= 3.23 ACRES
EXISTING 25'
SANITARY SEWER
EASEMENT
L 1 �
PROPOSED CONSTRUCTION
ENTRANCE
940
MATCHLINE SSMH-10
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EASEMENT
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EXISTING 8" STEEL
TOP ELEVATION
GAS
= 923.90
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REFERENCE
1. TOPOGRAPHICAL DATA COMPILED FROM A FIELD RUN TOPO SURVEY
COMPLETED IN NOVEMBER 2021 BY CIVIL AND ENVIRONMENTAL
CONSULTANTS, INC.
2. STREAMS/WETLANDS INFO BASED UPON A REPORT COMPILED BY
CIVIL & ENVIRONMENTAL CONSULTANTS, INC. DATED DECEMBER 1, 2021.
3. FEMA FLOODWAY AND FLOODPLAIN INFORMATION OBTAINED FROM FEMA
AND NCFRIS MAP 3710372100J, PANEL 3721, EFFECTIVE SEPTEMBER 5,
2007.
17+00 18+00 19+00 20+00 21+00
HORIZONTAL
SCALE IN FEET
40
GRAVITY SEWER LINE PROFILE
22+00
VERTICAL
SCALE IN FEET
10
23+00
24+00
24+75
LEGEND
EXISTING
- - - - EXISTING
x x x EXISTING
900 - EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
G EXISTING
FM EXISTING
SA N EXISTING
EXISTING
EXISTING
EXISTING
GENERAL NOTES
PROPERTY LINE
RIGHT-OF-WAY
FENCE
INDEX (MAJOR) CONTOUR
INTERMEDIATE (MINOR) CONTOUR
STREAM
STREAM BUFFER
TREE LINE
UNDERGROUND GAS SERVICE
FORCE MAIN
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
TREES TO BE CLEARED
FEMA FLOODPLAIN
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MAIN
PROPOSED PERMANENT SEEDING
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED TREE LINE
1. SEE SHEET C000 FOR GENERAL NOTES.
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS
CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION.
IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN
SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL
WORK ASSOCIATED WITH THE PROJECT.
SANITARY SEWER NOTES
MANHOLE COVERS ALONG CREEK SHALL BE 18"-24"
ABOVE FINISHED GRADE (TYP.)
2. ALL SANITARY SEWERS PIPING SHALL BE SDR 35 PVC
UNLESS NOTED OTHERWISE.
3. ALL DUCTILE IRON SEWER PIPING SHALL BE CLASS
350 DUCTILE IRON.
4. ALL MANHOLE LIDS WITH ELEVATIONS LOCATED BELOW
THE 100-YEAR FLOODPLAIN ELEVATION SHALL HAVE
WATER TIGHT LIDS
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL
CENTER IT'S THE LAW!
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO. C-3035
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C
12-INCH MI
AVERAGE STONE DIAMETER OF
2 TO 3-INCHES WITH A
6-INCH MINIMUM DEPTH
UNDERLYING NON -WOVEN
GEOTEXTILE FABRIC
NOTES:
1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED
AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS A
CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY
IMPERVIOUS SURFACES, SUCH AS PARKING LOTS.
2. INSTALL A NON -WOVEN GEOTEXTILE FABRIC PRIOR TO
PLACING ANY STONE.
3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN
NEEDED TO PROVIDE POSITIVE DRAINAGE.
4. THE ENTRANCE SHALL CONSIST OF 2-INCH TO 3-INCH D50
STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES.
5. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE
12-FEET WIDE BY 50-FEET LONG, AND MAY BE MODIFIED
AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS.
6. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT
TOWARDS THE ROAD TO PREVENT TRACKING AT THE EDGE
OF THE ENTRANCE.
7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE
STONE PAD TO A SEDIMENT TRAP OR BASIN OR OTHER
SEDIMENT TRAPPING STRUCTURE.
8. LIMESTONE MAY NOT BE USED FOR THE STONE PAD.
9. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, SECTION 6.06.
TEMPORARY
C300 NOT TO SCALE
TEMPORARY SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
RYE (grain) 120
AUG 15 TO DEC 30
EDGES SHALL BE TAPERED OUT
TOWARDS ROAD TO PREVENT
TRACKING OF MUD ON THE EDGES
so.
INSPECTION & MAINTENANCE:
1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY
INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT
REMOVAL.
2. REGULAR INSPECTIONS OF CONSTRUCTION ENTRANCES SHALL BE
CONDUCTED ONCE EVERY CALENDAR WEEK AND, AS RECOMMENDED,
WITHIN 24-HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES
1/2-INCH OR MORE OF PRECIPITATION.
3. DURING REGULAR INSPECTIONS, CHECK FOR MUD AND SEDIMENT
BUILDUP AND PAD INTEGRITY. INSPECTION FREQUENCIES MAY NEED
TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER.
4. RESHAPE THE STONE PAD AS NECESSARY FOR DRAINAGE AND
RUNOFF CONTROL.
5. WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY SITE
INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR
REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE THE AMOUNT
OF MUD BEING CARRIED OFF -SITE BY VEHICLES. FREQUENT WASHING
WILL EXTEND THE USEFUL LIFE OF STONE PAD.
6. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED
ONTO ADJACENT IMPERVIOUS SURFACES BY BRUSHING OR SWEEPING.
FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE
DISCHARGED TO A SEDIMENT TRAP OR BASIN.
7. DURING MAINTENANCE ACTIVITIES, ANY BROKEN PAVEMENT SHOULD
BE REPAIRED IMMEDIATELY.
8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED AFTER THE SITE
HAS REACHED FINAL STABILIZATION. PERMANENT VEGETATION SHOULD
REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN
REMOVED, UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS
SURFACE TO SERVE POST -CONSTRUCTION.
CONSTRUCTION ENTRANCE
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 lb/ac GROUND AGRICULTURAL LIMESTONE AND
750 lb/ac 10-10-10 FERTILIZER.
APPLY 40001b/ac STRAW. ANCHOR STRAW BY TACKING
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED,
RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
TALL FESCUE 100
SERICEA LESPENDEZA 30
KOBE LESPENDEZA 10
BETWEEN MAY 1 AND AUG 15, ADD 10Ib/ac GERMAN MILLET
OR 15 lb/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 lb/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE
GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS
BEST POSSIBLE
AUG 25 - SEPT 15 AUG 20 - OCT 25
FEB 15 - MAR 20 FEB 1 - APRIL
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 lb/ac GROUND AGRICULTURAL LIMESTONE AND
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
5' STEEL POST
(MIN. 1.33 LB/LF)
WIRE
FENCE
MULCH:
APPLY 4000 lb/ac GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR, RE -FERTILIZE IN THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE -SEED, RE -FERTILIZE, RE -MULCH DAMAGED AREAS IMMEDIATELY.
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION
SEEDING MIXTURE:
SPECIES RATE (Ib/ac)
TALL FESCUE 250 (6 Ib/1000 sq ft)
KENTUCKY BLUEGRASS 50 (1 Ib/1000 sq ft)
PS
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 10 lb/ac GERMAN MILLET
OR 15 lb/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 lb/ac RYE (GRAIN).
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 lb/ac GROUND AGRICULTURAL LIMESTONE AND 1200 lb/ac
10-10-10 FERTILIZER.
MULCH:
USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES.
THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN
DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 lb/ac
GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE -FERTILIZE IN LATE WINTER
ACCORDING TO SOIL TESTS OR APPLY 150 lb/ac 10-10-10 FERTILIZER
(3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4".
i-zi-�SEEDING SPECIFICATIONS
NOT TO SCALE
C300
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ALONG THE TRENCH
SECTION VIEW
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PLASTIC OR
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EXISTING
GRADE
EXISTING
GROUND
FILTER
FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
SLOPE
SLOPE
LENGTH (FT)
MAX. AREA
(SQFT)
<2%
100
10,000
2 TO 5%
75
7,500
5 TO 10%
50
5,000
10 TO 20%
25
2,500
>20%
15
1,500
TEMPORARY SILT FENCE
NOT TO SCALE
FLOW
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CAPACITY OF PIPE CULVERT
MUST EQUAL BANKFULL FLOW
LIVE STAKES 3 FEET IN LENGTH
MIN 1 INCH IN DIAMETER
SPACED 2 TO 3 FEET IN
TRIANGULAR SPACING
PERMANENT SEEDING TO BE
SPREAD BENEATH
BIODEGRADABLE FABRICS
NOTES:
STREAM
CHANNEL
NCDOT #5 OR #57
WASHED STONE
CLASS B EROSION STONE
1/2 DIAMETER OF PIPE OR 12"
WHICHEVER IS GREATER
UPSLOPE
(DISTURBED AREA)
EXISTING
GROUND
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ EROSION AND
SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, SECTION 6.62.
NCDOT #5 OR #57
WASHED STONE
CLASS B EROSION STONE
FILTER CLOTH
TEMPORARY STREAM CROSSING
C300 NOT TO SCALE
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BIODEGRADABLE EROSION
CONTROL FABRIC TO PROVIDE
PROTECTION FOR 2 TO 3 YEARS.
WOOD STAKES SHOULD BE
UTILIZED TO ANCHOR FABRIC.
COMPACTED SOIL FILL
MATERIAL SUITABLE FOR
PLANT GROWTH
EXISTING STREAM BANK
1. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR
PLASTIC TWINE SHALL NOT BE USED ALONG STREAM BANKS OR WITHIN
WETLANDS.
2. TOPSOIL EXCAVATED FROM UTILITY TRENCHES WILL BE PILED SEPARATELY
FROM SUBSOILS AND WILL BE BACKFILLED INTO THE TRENCH ONLY AFTER
THE SUBSOILS HAVE BEEN PLACED AND COMPACTED.
3. TAMP THE LIVE STAKES INTO THE GROUND AT RIGHT ANGLES TO THE
SLOPE AND DIVERTED DOWNSTREAM. THE INSTALLATION MAY BE STARTED
AT ANY POINT ON THE SLOPE FACE.
4. FOUR -FIFTHS OF THE LENGTH OF THE LIVE STAKE SHOULD BE INSTALLED
INTO THE GROUND, AND SOIL SHOULD BE FIRMLY PACKED AROUND IT
AFTER INSTALLATION.
�\ STREAM BANK RESTORATION
NOT TO SCALE
C300
POST
STANDARD HARDWARE
CLOTH - EXTEND 12"
BELOW GRADE
GROUND
SECTION
RIP RAP FACED WITH #57 WASHED
STONE - 6" THK MIN.
NOTE: CARRY RIP -RAP THOUGH TO BREAK IN BERM
TO BREAK IN BERM
OPTIONAL 5' X 10' X 2' DEEP
SEDIMENT PIT
EXCAVATE 8"X12" TRENCH UPSLOPE ALONG LINE
OF POSTS EXTEND HARDWARE CLOTH INTO TRENCH,
BACKFILL TRENCH AND COMPACT SOIL
8'-0" MAX
4' 0.0
ADDITIONAL HORIZONTAL
BRACE OPENING
STANDARD HARDWARE
CLOTH - EXTEND 12"
BELOW GRADE
NOTES:
ELEVATION
ATTACH HARDWARE CLOTH TO
POST SECURELY WITH TIES
SILT FENCE OUTLET TO BE
LOCATED AT LOWPOINT IN
SILT FENCE OR AS SPECIFIED
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY
DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS
REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER.
4. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUN OF SILT.
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STAPLES )" DIA.
4" STAPLE
(2 PER BALE)
NATIVE MATERIAL
(OPTIONAL)
NOTES:
TEMPORARY SILT FENCE OUTLET
C300
NOT TO SCALE
10' MIN.
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PLAN
TYPE "ABOVE GRADE"
WITH STRAW BALES
WOOD OR
METAL STAKES
(2 PER BALE)
SECTION A -A
LETTERS A MINIMUM
OF 5" IN HEIGHT
STAKE (TYP.)
A
_A
STRAW BALE (TYP.)
CONCRETE WASHOUT SIGN DETAIL
1. ACTUAL LAYOUT DETERMINED IN FIELD.
BINDING WIRE
STRAW BALE
2. INSTALL CONCRETE WASHOUT SIGN (24"X24', MINIMUM)
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. TEMPORARY WASHOUT AREA MUST BE AT LEAST 50'
FROM A STORM DRAIN, CREEK BANK OR PERIMETER
CONTROL.
4. CLEAN OUT CONCRETE WASHOUT AREA WHEN 50%
FULL.
5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS IS
WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND
REGULAR CLEAN OUT.
6. SILT FENCE SHALL BE INSTALLED AROUND PERIMETER
OF CONCRETE WASHOUT AREA EXCEPT FOR THE SIDE
UTILIZED FOR ACCESSING THE WASHOUT.
7. A ROCK CONSTRUCTION ENTRANCE MAY BE NECESSARY
ALONG ONE SIDE OF THE WASHOUT TO PROVIDE
VEHICLE ACCESS.
ri�CONCRETE WASHOUT BASIN
NOT TO SCALE
C300
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL
CENTER IT8 THE LAW!
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APPROVED BY:
DRAWING NO.:
C300
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO. C-3035

P.•\310-000\315-976\—CADD\Dwg\Ch01\315976—CV01—C300—DETA/LS.dwgfC301J LS:(1/28/2022 — ere/chenbach) — LP: 1/28/2022 8:00 AM
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
(HQW) Zones
7
None
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization Permanent Stabilization
• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or
other mulches and tackifiers other mulches and tackifiers
• Hydroseeding • Geotextile fabrics such as permanent soil
• Rolled erosion control products with or reinforcement matting
without temporary grass seed • Hydroseeding
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered
• Plastic sheeting with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walk
• Rolled erosion controlproducts with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that areappropriate for the soils beingexposed during
p
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide pondingarea for containment of treated Stormwater before discharging
g g
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations onplans. Locate earthen -material stockpile areas at least
P P
50 feet awayfrom storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed alongtoe of slope with a minimum offset of
P
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approvedplan and anyadditional requirements. Soil stabilization is defined
PP q
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
`NORTH CAROLINA
11 Environmental Quality
el AR
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STRUCTURE WITH LINER
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and applyherbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides,pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
g p
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self -inspections are required during
below. When adverse weather or
personnel to be in jeopardy, the inspection
which it is safe to perform the inspection.
greater than 1.0 inch occurs outside
performed upon the commencement
were delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily raingauge observations are made duringweekend o y r
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (arc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event L. 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDCs(
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4)Perimeter of
site
At least onceperIf
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made,
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be kept on site and available for
hours.
Documentation Requirements
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
inspection at all times during normal business
Item to Document
a Each E&SC measure has been installed
)
and does not significantly deviate from the
g Y
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SCplan or complete, date
PP
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c)Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copyof the approved E&SC
PP
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
e Corrective actions have been taken
( )
to MSC measures.
Initial and date a copyof the approved E&SC
PP
plan or complete, date and sign an inspection
PP
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
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
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).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(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
shall not commence until the E&SC plan authority has approved these items,
(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,
(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
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(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,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(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.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• Theyare less than 25gallons but cannot be cleaned upwithin 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill cr release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(1)(7)]
• Within 24 hours, an oral or electronic notification.
• Within 7calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NORTH CAROLINA
/,' Environmental Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
pq
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self -inspections are required during
below. When adverse weather or
personnel to be in jeopardy, the inspection
which it is safe to perform the inspection.
greater than 1.0 inch occurs outside
performed upon the commencement
were delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDCs)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event > 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, (tern (2)(a) of this permit.
(6) Ground
stabilization
measures
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
9
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be kept on site and available for
hours.
1.
2.
3.
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
inspection at all times during normal business
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or corn plete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
I
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
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
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).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(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
shall not commence until the E&SC plan authority has approved these items,
(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,
(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
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(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,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(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.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oilspills ills and
release of
hazardous
substances per Item
1 b c above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill cr release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3))
• • Are report at least ten days before the date ofth bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses[40 CFR
YPY
122.41(m)(3)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
. P
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(1)(7)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NORTH CAROLINA
I,' Environmental Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
( "STABILIZATION NOTES
C301
NOT TO SCALE
DEMLR Monitoring Form Rev. 08012013
Page 2 of 2
PART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
Erosion and Sedimentation Control Measures Inspected
Inspection
Date
Describe Actions Needed
Corrective actions should be performed as soon
Date
Corrected
Measure ID or
Location and
Description
Operating
Proper ly?
(Y/N)Maintenance
Any Repair
or
Needed?
(Y/N)ede(ft.)
New Measures Installed
as possible and before the next storm event
Proposed
Actual
Significant
Dimensions
Dimensions
Deviation from
(ft.)
Plan? (YIN)
*New erosion and sedimentation control measures installed since the last inspection should be documented here or by initialing and dating each measure or
practice shown on a copy of the approved erosion and sedimentation control plan. List Dimensions of Measures such as Sediment Basins and Riprap Aprons
PART 2B: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be nspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
Stormwater Discharge Outfalls Inspected
Inspection
Date
Report Visible Sedimentation to streams or wetlands to
Land Quality within 24 Hours
http://portal.ncdenr.org/web/Ir/division-contacts
Describe Actions Needed
Corrective actions should be performed as soon as possible and
Date
Corrected
Stormwater
Discharge
Outfall
ID or
Location
Any Visible
Sedimentation
in Streams,
Wetlands or
Outside Site
Limits? (Y/N)
Any Increase
in Stream
Turbidity
from
Discharge?
(Y/N)
Any
Visible
Erosion
below
SDO?
(Y/N)
Any visible oil
sheen, floating or
suspended solids or
p
discoloration? (Y/N)
before the next storm event
PART 2C: GROUND STABILIZATION Must be recorded after each Phase of Gradin
Areas Where Land Disturbance Has Been
Completed or Temporarily Stopped
Time Limit for
Ground Cover
7 days or 14
Is Ground Cover
Sufficient to
Restrain Erosion?
(Y/N)
Inspection
Date
Describe Actions Needed
Date
Corrected
days
BEFORE YOU DIQI
CALL 1-800-632-4949
N.C. ONE -CALL
CENTER rr'El THE LAW!
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Ph: 980.237.0373 • Fax: [phone]
.cecinc.com
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO. C-3035
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DRAWN BY:
CHECKED BY:
JANUARY 2022
DWG SCALE:
PROJECT NO:
APPROVED BY:
DRAWING NO.:
C301

4
3
ere/chenbach) — LP: 1/28/2022 8:00 AM
P.•\310-000\315-976\—CADD\Dwg\Ch01 \315976—CV01—C300—DETA/LS.dwgfC302J LS:(1/28/2022
I I 1
C302
1'-4"
MAX.
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RUBBER
BOOT
W/ S.S.
CLAMP
2'-10" DIA.
2'-0" DIA.
5"
4'-0" DIA
MANHOLE RING & COVER
STANDARD OR WATERTIGHT MANHOLE FRAME AND COVER W/
GASKET AND STAINLESS STEEL BOLTS AS SHOWN ON DRAWINGS
NON —SHRINK GROUT WITHIN 1" OF TOP
CONSTRUCT BRICK RISERS AS
NECESSARY TO BRING TOP OF RIM
AND COVER TO GRADE.
PLASTER INSIDE AND OUTSIDE OF
BRICK RISERS MINIMUM 1/2"
THICK.
ECCENTRIC CONE SECTION MAY VARY IN VERTICAL HEIGHT
WITH SUPPLIER BUT SHALL BE 2'-8" MIN. AND 4'-0" MAX.
STEPS FULL DEPTH OF
MANHOLE TO BE INSTALLED
IN VERTICAL ALIGNMENT ON
STRAIGHT SIDE OF MANHOLE.
(USE STANDARD STEPS AS
SHOWN THIS SHEET.)
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MANHOLE STEPS
LIFTING HOLES SHALL BE FILLED AND PLASTERED ON
BOTH EXTERIOR AND INTERIOR WALLS WITH MORTAR.
4'-0" VERTICAL PRECAST
MANHOLE COMPONENTS MAY
VARY IN VERTICAL
HEIGHT WITH SUPPLIER BUT
SHALL BE 1'-4" MIN. AND
4'-0" MAX.
ALL JOINTS BETWEEN PRECAST
SECTIONS SHALL BE SEALED WITH
AN APPROVED BITUMINOUS SEALANT
OR GASKET AND MORTARED
WITH BOTH EXTERIOR AND INTERIOR
JOINTS PLASTERED WITH MORTAR.
CONSTRUCT SMOOTH FLOW INVERT BETWEEN PIPES. FORM TO
MATCH 2/3 DIAMETER OF OUTLET PIPE. SEE INVERT DETAIL
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MANHOLE BASE
SHALL BE
PRECAST.
ELEVATION VIEW
CONSTRUCTION NOTES:
WATERTIGHT SEAL WITH APPROVED MATERIAL
RUBBER BOOT
BASE FOUNDATION TO BE CONSTRUCTED LEVEL WITH EXISTING MATERIAL
OR CONDITIONED WITH STONE AS REQUIRED BY SPECIFICATIONS
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST
REVISION.
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB.
3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS
ENCOUNTERED, THE CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE
FIELD BY THE ENGINEER.
5. STEPS SHALL BE INSTALLED ON THE STRAIGHT SIDE OF THE MANHOLE.
r8�PRE—CAST CONCRETE MANHOLE
C302 NOT TO SCALE
CONCRETE
DEADMAN
2 3/4"
ALL —THREAD
RODS
WATERTIGHT BOOTED
CONNECTION REQUIRED —:
wnwixvw „tz
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0 7'
STD. #603 RING & COVER
WITH 3-1" VENT HOLES UNLESS
OTHERWISE SPECIFIED
0.40' GRADE
RING
4" I.D.
5"
C`
FLOW
CLASS 50 M.J.
DUCTILE IRON
RODDED CONTINUOUS
TO TEE 4441
BACKFILL AROUND
DROP —INLET
WITH WASHED STONE
STD. #604
M.H. STEP
4'-0" I.D.
5'-0" I.D.
6'—O" I.D.
CONCRETE
BEARING
PAD
NOTES:
1. ON NEW INSTALLATION, A MAXIMUM
OF 2 GRADE RINGS SHALL BE USED.
2. CONCRETE SHALL BE 4000 PSI AS
PER ASTM C-478.
3. STEEL REINFORCING SHALL MEET
ASTM C-185 FOR 4' DIAMETER, OR
ASTM C-478 FOR 5' DIAMETER.
4. MANHOLES OVER 3'-6" IN DEPTH
SHALL BE PROVIDED WITH STEPS 1'-3"
ON CENTER. STEPS SHALL BE IN
ACCORDANCE WITH STANDARD NO. 603.
5. INVERT SHALL HAVE 0.20' OF FALL
UNLESS OTHERWISE SPECIFIED.
2.67'
4.00' CONES
5.33'
'0' RING JOINT
ASTM C-361
1.33'
2.67' RISERS
4.00'
2.67'
3.65' BASE WITH
PRECAST INVERTS
4.67'
II��II�II�I�II�II�II�TI�II�II� ��
WATERTIGHT BOOTED COMPACTED STONE TO A
CONNECTION REQUIRED DEPTH OF 12" UNDER MANHOLE
SANITARY SEWER DROP MANHOLE DETAIL
MANHOLE DIAMETER VS. PIPE DIAMETER
4'-0" = 27" PIPE MAXIMUM
5'-0" = 36" PIPE MAXIMUM
6'-0" = ABOVE 36" PIPE
NOT TO SCALE
HICKORY
CITY OF HICKORY
SANITARY SEWER
DROP MANHOLE
SHEET 1 OF 1
DATE:
2-1-07
STD. NO.
604
11/16"
1"
5/8"
1 1/4"
8 3/4"
PLAN
—1/2"
1/4"
1/4'—
12"
ELEVATION
BACKFILL MATERIAL II 11I 11I 11I 11I I66 II
COMPACTED IN 6" LIFTS %1 1-1 1 1-111E111E111-11—II—
1 I—\\�`/.—III—II=1 I I=1 I I=1 I I=1 I I=1 I I=
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IIIII �IIII �IIII E III EIII �IIIr�III�117fi//
•
BACKFILL MATERIAL J J ) J _J _J -V\j
COMPACTED IN 3" LIFTS—I�I—I�I—I�I I�I—I�I—I�I—i��
1i1-1l11 o�P' 1�1-1�1-1�1/
1111 � 11 � 1 111E111-111— � \
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\/.\//.\/�K\//.\//.\, —\/i
UNDISTURBED EARTH
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
10"
CLASS 1
EMBEDMENT \/\\\j�
STANDARD EXCAVATION
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
\
—3/4"
UNDISTURBED EARTH
NOTES:
CLASS 1
EMBEDMENT
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
UNDISTURBED EARTH
DUCTILE IRON GRAVITY SEWER
III —III —III —III —III —III —III —III —I
III III III III 111 111 111=111
1111=11
UNDISTURBED EARTH
STANDARD EXCAVATION
PVC GRAVITY SEWER
STANDARD EXCAVATION
IN WET CONDITIONS
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
CLASS 1
EMBEDMENT
FOUNDATION STONE FOR
UNDERCUT EXCAVATION ONLY
AS DIRECTED BY ENGINEER
UNDISTURBED EARTH
PIPE IN WET OR UNSTABLE CONDITIONS
ALL PIPE TYPES
(AS DIRECTED BY ENGINEER)
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE
FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57 OR # 67 STONE OR APPROVED EQUAL.
SIDE ELEVATION
POLYPROPYLENE
PLASTIC
#4 DEFORMED
STEEL ROD
SECTION A -A
CONSTRUCTION NOTES:
1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL.
2. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS
RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SAID STEPS.
12 MANHOLE STEPS
C302 NOT TO SCALE
-TYPICAL GRAVITY SEWER TRENCHING
NOT TO SCALE
C302
OVERCUT EXCAVATION
I -III -III -III -III -III -III -III -I I I
III—III—III—I�1-1�1-1�1-1�1
I —III —III -III -III -III -I � -I � I -I � I
11-III-III-1 1-1 1 11-1 1-1 1-1
:IIIIIIIIIIII �1111 11111Ill1111
12"MAX
I I 6171 mINS=I
/
//\
IIIIIIIIIII \\
//
UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
7 BIODEGRADEABLE EROSION CONTROL
MATTING WITH LIVE STAKES — SEE
DETAIL 6 ON SHEET C300
12" DIAMETER RIGID RESTRAINED JOINT
PIPE — US PIPE MECH LOK OR
APPROVED EQUAL
NOTES:
IL
HALF PLAN OF MANHOLE
RING AND COVER
SECTION A -A
MANHOLE COVER
2'-1 1 /4"
3/4"
4 3/8"
1'-11 3/4"
N
_Lf
2'-0 1 /2"
2'-9 1 /4"
SECTION A -A
MANHOLE RING
NOTE: TRAFFIC BEARING RING AND COVER.
MINIMUM WEIGHT 315 POUNDS
/ lU \MANHOLE RING & COVER
C302
a
NOT TO SCALE
4'X4'X18" THICK CONCRETE
COLLAR WITH #4 BARS AT 16"
O.C. E.W. — TYP EACH SIDE OF
O.D. SPAN
JOINT TO BE PLACED IN CENTER
OF CREEK SPAN
/ TiS \CREEK CROSSING DETAIL
NOT TO SCALE
C302
1. CREEK CROSSING SHALL BE ALL INCLUSIVE PER THE MEASUREMENT AND PAYMENT SECTION AND BID ITEMS.
BEFORE YOU DIQI
CALL 1-800-632-4949
N.C. ONE —CALL
CENTER IT'S THE LAW!
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3701 Arco Corporate Drive • Suite 400 • Charlotte, NC
Ph: 980.237.0373 • Fax: [phone]
.cecinc.com
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03
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO. C-3035
J
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DRAWN BY:
CHECKED BY:
JANUARY 2022
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DWG SCALE:
PROJECT NO:
APPROVED BY:
DRAWING NO.:
C302