RE-BID RFB 2025178 TRC Project Number: 617192.0000.0000 Elizabeth Avenue Culvert Replacement
| Agency: | City of New Bern |
|---|---|
| State: | North Carolina |
| Type of Government: | State & Local |
| NAICS Category: |
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| Posted Date: | Jul 6, 2026 |
| Due Date: | Jul 21, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
RE-BID RFB 2025178 TRC Project Number: 617192.0000.0000
The City of New Bern (Owner) is requesting Bids for the construction of the following Project:
Bids for the construction of the Project will be received at the City of New Bern Public Works Department located at 1004 S. Glenburnie Road on July 21st, 2026, at 1:00 P.M. At that time the Bids received will be publicly opened and read.
The Project includes the following Work:
This project involves demolishing the existing dual culvert crossing under Elizabeth Avenue and replacing it with a proposed aluminum box culvert. Work also includes necessary erosion and sediment control, dewatering, traffic control, selective demolition, waterline replacement, and replacement of pavements in-kind.
Bids are requested for the following Contract:
Elizabeth Avenue Culvert Replacement
Obtaining the Bidding Documents
https://www.trccompanies.com/knowledge/trc-construction-planroom/
or click on the links below
Bid Documents
Project Manual
Drawings
Bidding Documents may be downloaded from the designated website. Prospective Bidders are urged to register with the designated website as a plan holder, even if Bidding Documents are obtained from a plan room or source other than the designated website in either electronic or paper format. The designated website will be updated periodically with addenda, lists of registered plan holders, reports, and other information relevant to submitting a Bid for the Project. All official notifications, addenda, and other Bidding Documents will be offered only through the designated website. Neither Owner nor Engineer will be responsible for Bidding Documents, including addenda, if any, obtained from sources other than the designated website.
The Issuing Office for the Bidding Documents is:
TRC Engineers
114 Edinburgh South Drive, Suite 200,
Cary, NC 27511
Bidders are strongly encouraged to register as a plan holder from the aforementioned website. Physical documents will not be available from the Issuing Office. Neither Owner nor Engineer will be responsible for full or partial sets of Bidding Documents, including addenda, if any, obtained from sources other than the Issuing Office.
The Owner is an Equal Opportunity Employer and encourages bidding by small, minority and
female contractors and does not discriminate on the basis of handicapped status. Bids from
qualified historically underutilized businesses (HUB’s) are encouraged. Bidder must provide 10% of total contract cost to HUB’s or demonstrate good faith effort. The Work will be subject to the prevailing wage rates and to the Equal Employment Opportunity requirements established by the U.S. Department of Labor.
Digital copies of the Bidding Documents are available free of charge from the designated website. Physical copies of the Bidding Documents may be purchased from the Issuing Office. Cost does not include shipping charges. Upon Issuing Office’s receipt of payment, printed Bidding Documents will be sent via the prospective Bidder’s delivery service. The shipping charge amount will depend on the shipping method chosen. Bidding Documents are available for purchase in the following formats:
|
Format |
Cost |
|
Physical Bidding Documents (including Full-Size Drawings) |
$200 |
Instructions to Bidders.
For all further requirements regarding bid submittal, qualifications, procedures, and contract award, refer to the Instructions to Bidders that are included in the Bidding Documents.
This Advertisement is issued by:
Owner: City of New Bern
By: George Chiles
Title: Director of Public Works
Date: June 26, 2026
Attachment Preview
| THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY IAN SPURLOCK, PE ON THE DATE ADJACENT TO THE CNB #2025178 SEAL ON THE COVER. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ELIZABETH AVENUE CULVERT REPLACEMENT NEW BERN, NC JUNE 2026 RELEASED FOR BID - NOT RELEASED FOR CONSTRUCTION PROJECT INFORMATION Sheet List Table NAME OF PROJECT: ELIZABETH AVENUE CULVERT REPLACEMENT PROJECT NUMBER: 617192 Sheet Number Sheet Title C1.0 COVER ENGINEER: IAN SPURLOCK, P.E. TRC ENGINEERS, INC. C2.0 NOTES 114 EDINBURGH SOUTH DRIVE, SUITE 200 C2.1 NCG01 NOTES CARY, NC 27511 C3.0 TRAFFIC MANAGEMENT PLAN 919-827-0864 R C4.0 EXISTING CONDITIONS AND DEMOLITION PLAN D JURISDICTION: CITY OF NEW BERN NC O C5.0 SITE PLAN N PIN: MULTIPLE A BI C6.0 ESC DETAILS SITE AREA: 0.39 AC O T FLOODPLAIN ZONE X, FORM 3720556000K, EFF 06/19/2020 C6.1 SITE DETAILS C6.2 SITE DETAILS R D K E L R IZ A A B P E T H S T A L E V O R E B L R O O L L F Y L N SITE D R K C A R T E C A R VICINITY MAP - NOT TO SCALE TRC COMPANIES REVIEW THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: JULIA CATLIN 04/25/2025 PROJECT DESIGNER LUKE BAKER P.G. 04/25/2025 PROJECT MANAGER IAN SPURLOCK P.E. 04/25/2025 QUALITY REVIEWER | THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY IAN SPURLOCK, PE ON THE DATE ADJACENT TO THE SEAL ON THE COVER. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. | |
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| REVISIONS | ||
| DESIGNED BY: LAB | ||
| DRAWN BY: JGC | ||
| CHECKED BY: IUS | ||
| SCALE: - | ||
| DATE: 06/24/2025 | ||
| PROJECT NUMBER: 617192 | ||
| C1.0 |
| Sheet List Table | |
|---|---|
| Sheet Number | Sheet Title |
| C1.0 | COVER |
| C2.0 | NOTES |
| C2.1 | NCG01 NOTES |
| C3.0 | TRAFFIC MANAGEMENT PLAN |
| C4.0 | EXISTING CONDITIONS AND DEMOLITION PLAN |
| C5.0 | SITE PLAN |
| C6.0 | ESC DETAILS |
| C6.1 | SITE DETAILS |
| C6.2 | SITE DETAILS |
ELIZABETH AVENUE CULVERT REPLACEMENT
NEW BERN, NC
JUNE 2026
RELEASED FOR BID - NOT RELEASED FOR CONSTRUCTION
PROJECT INFORMATION
NAME OF PROJECT: ELIZABETH AVENUE CULVERT REPLACEMENT
PROJECT NUMBER: 617192
ENGINEER: IAN SPURLOCK, P.E.
TRC ENGINEERS, INC.
114 EDINBURGH SOUTH DRIVE, SUITE 200
CARY, NC 27511
919-827-0864
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JURISDICTION: CITY OF NEW BERN NC O
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SITE AREA: 0.39 AC O
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THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY:
JULIA CATLIN
PROJECT DESIGNER
LUKE BAKER P.G.
PROJECT MANAGER
-
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QUALITY REVIEWER
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THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED
BY IAN SPURLOCK, PE ON THE DATE ADJACENT TO THE
SEAL ON THE COVER.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC
COPIES.
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CNB #2025178
Sheet List Table
Sheet Number Sheet Title
C1.0 COVER
C2.0 NOTES
C2.1 NCG01 NOTES
C3.0 TRAFFIC MANAGEMENT PLAN
C4.0 EXISTING CONDITIONS AND DEMOLITION PLAN
C5.0 SITE PLAN
C6.0 ESC DETAILS
C6.1 SITE DETAILS
C6.2 SITE DETAILS
REVISIONS
04/25/2025
DESIGNED BY:
LAB
DRAWN BY:
JGC
04/25/2025 CHECKED BY:
IUS
SCALE:
04/25/2025 DATE:
06/24/2025
PROJECT NUMBER:
617192
| THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED CONSTRUCTION SEQUENCE EROSION CONTROL NOTES BY IAN SPURLOCK, PE ON THE DATE ADJACENT TO THE SEAL ON THE COVER. 1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AS REQUIRED DURING CONSTRUCTION IN 1. SET UP PRE-CONSTRUCTION MEETING. PRINTED COPIES OF THIS DOCUMENT ARE NOT ACCORDANCE WITH THE CURRENT EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. ALL DEVICES 2. INSTALL SILT FENCE AND OTHER PERIMETER CONTROLS. CONSIDERED SIGNED AND SEALED AND THE REFERRED TO IN THESE PLANS CAN BE FOUND IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. 3. SET UP TRAFFIC CONTROL MEASURES AS DENOTED ON THESE PLANS AND IN ACCORDANCE WITH THE MUTCD AND BEGIN SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC 2. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED PER THE NCDEQ SCHEDULE AFTER REACHING FINAL CONSTRUCTION. COPIES. GRADE. AREAS WHICH HAVE BEEN DISTURBED AND HAVE NOT REACHED FINAL GRADE, BUT WHICH ARE TO REMAIN 4. INSTALL PIPE CULVERTS AND ADJUST EXISTING UTILITIES AS REQUIRED. UNDISTURBED FOR LONGER THAN 14 DAYS ARE TO BE TEMPORARILY SEEDED AND MULCHED PER THE NCDEQ SCHEDULE. AS 5. RESTORE ROAD TO MATCH EXISTING. UPSTREAM AREAS ARE STABILIZED WITH PERMANENT GROUND COVER, DOWNSTREAM TEMPORARY DEVICES ARE TO BE 6. SEED AND MULCH DENUDED AREAS IN ACCORDANCE WITH THE NOTES AND DETAILS IN THESE PLANS AND AS INSPECTOR HAS REMOVED. CONTRACTOR SHALL FOLLOW THE STABILIZATION TIME TABLE INCLUDED IN THIS SET OF DRAWINGS. INSTRUCTED. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERIODICALLY INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES AND 7. REMOVE TEMPORARY EROSION CONTROL MEASURES ONCE VEGETATIVE COVER HAS BEEN ACHIEVED. ENSURE THAT THEY ARE IN GOOD WORKING ORDER. AT A MINIMUM, ALL DEVICES SHALL BE INSPECTED DAILY AND AFTER MAJOR RAINFALL EVENTS. ANY DEVICE NEEDING REPAIRS SHALL BE REPAIRED WITHIN 24 HOURS. GENERAL NOTES 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES IF DURING THE COURSE OF CONSTRUCTION THE ENGINEER OR NCDEQ INSPECTOR DETERMINES THAT THEY ARE REQUIRED. 5. SILT SHALL BE REMOVED FROM SILT FENCES WHEN THE SILT REACHES APPROXIMATELY ONE-THIRD (1/3) THE HEIGHT OF THE BARRIER. 1. THIS PROJECT, AS CURRENTLY DESIGNED, MAY NOT INLCUDE ALL COMPONENTS ADDRESSED IN THE VARIOUS GENERAL NOTES. 6. THE CONTRACTOR SHALL PERIODICALLY TOP DRESS THE CONSTRUCTION ENTRANCE WITH CLEAN STONE. IF THE REVIEW PLANS FOR APPLICABILITY. CONSTRUCTION ENTRANCE FAILS TO REMOVE DIRT FROM THE TIRES OF VEHICLES ENTERING A PUBLIC RIGHT-OF-WAY A WASH 2. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL AND STATE AGENCIES. RACK SHALL BE INSTALLED AND THE TIRES WASHED. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ANY REQUIRED 3. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT HIS EXPENSE. THE CONTRACTOR WATER FOR THE WASHING OF TIRES. DIRT TRACKED ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. CONTRACTOR. 4. ALL PAVING MATERIALS AND DRAINAGE STRUCTURES SHALL BE BUILT AND INSTALLED IN ACCORDANCE WITH NORTH CAROLINA 7. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 8. ALL STORM AND UTILITY LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED PER THE NCDEQ SCHEDULE AFTER BACKFILL. 5. THE LOCATION OF EXISTING SEWER, WATER OR TELEPHONE LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR NO MORE THAN FIVE HUNDRED FEET OF TRENCH IS TO BE OPEN AT ONE TIME. OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY 9. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SILT DAMS ARE TO BE MULCHED AND SEEDED FOR VEGETATIVE COVER APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN IMMEDIATELY AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED. ADDITIONALLY ALL DIVERSION SWALES WILL BE AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT PROTECTED AGAINST HIGH VELOCITY WITH EROSION CONTROL MEASURES AS DENOTED ON THESE PLANS. THE SAME APPLIES FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE TO STOCKPILES ON SITE AS WELL AS SOIL (INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE. PLANS. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "NC ONE CALL", DIAL 811. 10. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON, IS TO BE SEEDED PER THE TEMPORARY AND PERMANENT SEEDING 6. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL TO SUB-GRADE. SCHEDULE INCLUDED IN THESE DRAWINGS. MODIFY AS APPLICABLE DEPENDING ON PROPOSED TIME OF CONSTRUCTION. 7. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE 11. CONTRACTOR STAGING AREA(S) SHALL BE RETURNED TO BETTER THAN ORIGINAL CONDITIONS AT THE COMPLETION OF THE REPAIRED TO PRE-CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER. WORK. 8. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO NCDOT SPECIFIC NOTES: 12. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING LIKE-NEW CONDITION. ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 9. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION 13. A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CONTRACTOR SHALL UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN SUPPLIER MUST PROVIDE ALL NECESSARY HARDWARE, WALE BEAMS, CAPS, CONTINUOUS SCHEDULE THE MEETING WITH THE NCDEQ INSPECTOR ASSIGNED TO THE PROJECT. DRAINAGE STRUCTURES IN OPERABLE CONDITION. FLAT GASKETS, GALVANIZED STEEL TIEBACK RODS WITH DEAD MAN ANCHOR PLATES, 14. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED 10. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. ANCHORS, LUGS, INSERTS, ADJUSTABLE TURNBUCKLES AND ALL OTHER MATERIALS ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF NCDEQ EROSION AND SEDIMENT CONTROL MANUAL AND THE A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY INSPECTORS. NECESSARY TO COMPLETE PROJECT. ALL HARDWARE TO BE HOT DIP GALVANIZED. NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973. 11. THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE REGULATORY AGENCIES AND THE ENGINEER AT LEAST 24 HOURS PRIOR TO MATERIAL QUALITY AND WORKMANSHIP 15. AS A CONDITION OF NPDES PERMIT NO. NCG 010000, PERMANENT GROUNDCOVER SHOULD BE PROVIDED FOR ALL DISTURBED STARTING WORK ON THIS PROJECT. A. BIDDER SHALL BE REQUIRED TO SUPPLY MATERIALS THAT MEET OR EXCEED CURRENT NCDOT SPECIFICATIONS. AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION OF 12. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS III. B. PIPE SHALL BE FULLY WELDED INSIDE AND OUT TO HEADWALLS USING TWO ROOT WELDS AND TWO FINISH WELDS ON EITHER SIDE OF THE WALL. ALL CONSTRUCTION OR DEVELOPMENT. 13. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION FINISH WELDS ARE SHALL BE GROUND TO A SMOOTH FINISH. INDUSTRY (29 CFR PART 1926). C. HEADWALL AND PIPE SHALL BE REINFORCED PER AASHTO SPECIFICATIONS AND STRUCTURAL ENGINEER'S REQUIREMENTS. 14. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. ALSO VERIFY ALL DIMENSIONS, SITE D. THE CONTINUOUS FLAT GASKET SHALL BE 3/8" THICK X 2FT WIDE AND MADE OF CLOSED CELL NEOPRENE RUBBER WHICH UPON ASSEMBLY PROVIDES A CONDITIONS, AND MATERIAL SPECIFICATIONS AND NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR WATERTIGHT SEAL. DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. E. PIPE SECTIONS AND BANDS SHALL BE ASSEMBLED AND ALPHANUMERICALLY ALIGNMENT MATCH-MARKED AT THE PLANT SITE BEFORE SHIPPING TO VERIFY 15. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED. FIT. 16. MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS F. BANDS SHALL BE INSTALLED ONTO THE PIPE SECTIONS PRIOR TO SHIPPING. SAFETY BRACING SHALL BE INCLUDED TO ELIMINATE TIPPING OR FALLING OF TO THE PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY THE HEADWALL DURING ASSEMBLY. APPROXIMATELY CORRECT. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER G. PIPE MANUFACTURER MUST PROVIDE CERTIFICATION OF THE MEASURED DIMENSIONS OF THE PIPE, BANDS AND THE CONTINUOUS FLAT GASKETS. EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. REPAIR AT YOUR OWN EXPENSE, ANY EXISTING UTILITIES CERTIFICATION MUST STATE THAT THE BANDS AND THE GASKETS HAVE BEEN PRE-FITTED AND WILL SECURELY TIGHTEN AROUND THE SUPPLIED PIPE. DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE CERTIFICATION OF THE DIMENSIONS MUST BE SIGNED BY THE MANUFACTURER#S REPRESENTATIVE AND DATED. ENGINEER AND TOWN. EROSION CONTROL NARRATIVE 17. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF EXAMPLE: ANY MATERIAL STORED AT THE SITE. SUPPLIED PIPE MEASURES XX INCHES IN DIAMETER. SUPPLIED BANDS AND THE CONTINUOUS FLAT GASKETS MEASURE XX INCHES IN LENGTH AND WILL SECURELY THE PROJECT CONSISTS OF THE REPLACEMENT OF CULVERTS UNDERNEATH ELIZABETH AVENUE. THE SITE IS IN THE CITY OF NEW FASTEN PIPE SECTIONS, WITHOUT FIELD MODIFICATION. BERN, IN CRAVEN COUNTY, NC. _________________________________ GENERAL CONSTRUCTION AND GEOTECHNICAL NOTES SIGNATURE DATE EXISTING CONDITIONS _____________________________________ THE EXISTING SITE IS TWO CULVERT PIPES THAT RUN SW TO NE, CURRENTLY PASSING WATER UNDERNEATH ELIZABETH AVENUE. PRINTED NAME AND TITLE DEVELOPMENT IMPACTS POOR QUALITY OF WORKMANSHIP OF ANY MATERIALS SUPPLIED WILL CONSTITUTE THE DEVELOPMENT IMPACTS TO THE TOPOGRAPHY, SOILS, HYDROLOGY, AND GEOLOGY WILL BE MINOR. 1. ALL CONTROLLED FILL ZONES ARE TO BE MONITORED BY A FULL TIME GEOTECHNICAL ENGINEERING SERVICES FIRM. GROUNDS FOR THE MATERIAL BEING REJECTED AND/OR COMPENSATION OF TIME 2. ENGINEERED FILLS SHALL BE PROPERLY PLACED ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. LOST BY NCDOT PERSONNEL FOR THIS PROJECT. SOILS 3. ALL SUMMARY REPORTS, IF AVAILABLE FROM THE GEOTECHNICAL ENGINEER REPRESENTING THE PROJECT MUST STATE HIS THE SITE IS CRAVEN SILT LOAM, 1 TO 4 PERCENT SLOPES. JOB SITE INSTALLATION ASSISTANCE PROFESSIONAL OPINION ON THE SATISFACTORILY COMPLETED PHASES OF CONSTRUCTION SUCH AS; SLOPE CUTS, SUBDRAINAGE A. MANUFACTURER'S REPRESENTATIVE, WITH AT LEAST TWO (2) YEARS OF EXPERIENCE IN THE INSTALLATION OF THIS TYPE OF STRUCTURE, SHALL PROVIDE CRITICAL EROSION AREAS SYSTEMS, PREPARATION OF SUBGRADES AND COMPACTION OF EARTH FILLS. TECHNICAL ADVICE WITH ASSEMBLY OF STRUCTURE AND HEADWALLS AS WELL AS BEING ON SITE DURING THE INSTALLATION AND BACKFILLING OF PIPE 1. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ADJACENT ROADWAYS. 4. NO FILLS SHALL HAVE ZONES THAT EXCEED TWO (2) FEET IN ELEVATION WITHOUT CONDUCTING COMPACTION TEST AND AND HEADWALLS THROUGH COMPLETION TO PROVIDE ANY ADDITIONAL ADVICE OR INSTRUCTIONS AS NEEDED. MANUFACTURER'S REPRESENTATIVE IS NOT 2. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM EXITING THE PROJECT SITE AREA. OBTAINING RESULTS OF 95% OR GREATER. TO BE CONSIDERED A CONTRACTOR AND NCDOT WILL NOT BE LIABLE FOR ANY LABOR HE/SHE MAY PROVIDE. 3. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM ENTERING ANY WATER WAY OR DRAINAGE WAYS. 5. THE GEOTECHNICAL ENGINEER MUST SUBMIT A DETAILED ANALYSIS, ITEMIZING THE FIELD DENSITY TEST RESULTS. THIS REPORT B. NCDOT WILL PROVIDE MANUFACTURER 24 HOURS NOTICE OF INSTALLATION TO ALLOW MANUFACTURER TIME TO HAVE A PERSON ON SITE. FAILURE TO SHALL BE ACCOMPANIED WITH A COPY OF THE SITE PLAN SHEET AND INDICATE THE TEST LOCATIONS AND ELEVATIONS. THE HAVE A REPRESENTATIVE ON SITE COULD RESULT IN DISQUALIFICATION TO BID ON FUTURE PROJECTS. STOCKPILING GEOTECHNICAL ENGINEER MUST PROVIDE ENOUGH DESIGNATED TESTING IN ALL FILL ZONES TO ADEQUATELY EXAMINE AND TOPSOIL STOCKPILING IS ANTICIPATED ON-SITE. CERTIFY THE INTEGRITY OF THE FILL. REQUIRED TOOLS 6. THE GEOTECHNICAL ENGINEER MUST SUBMIT A CERTIFIED BUILDING PAD REPORT FOR EACH FILL PAD LOCATION. THIS REPORT A. MANUFACTURER SHALL SUPPLY ALL NECESSARY HAND/POWER TOOLS TO ASSEMBLY PIPE AND HEADWALLS SUCH AS ELECTRIC IMPACT WRENCHES, STRUCTURAL PRACTICES SHALL PROFILE THE FILL MATERIAL PLACEMENT AND PROVIDE THE COMPACTION TEST RESULTS. ALL REPORTS WILL BE DRILLS, BITS, AND SPUD BARS. SILT FENCE ACCOMPANIED BY THE SITE PLAN, INDICATING THE TEST LOCATIONS AND ELEVATIONS. B. NCDOT WILL PROVIDE POWER GENERATORS AND ANY LARGE EQUIPMENT NEEDED FOR EXCAVATION, BACKFILL, AND LIFTING PIPE ASSEMBLIES. SILT FENCE OUTLETS 7. NO BUILDING PADS IN FILL ZONES WILL HAVE STRATUMS EXCEEDING TWO (2) FEET IN ELEVATION WITHOUT TEST VERIFYING CULVERT OUTLET PROTECTION DENSITY. FINAL DESIGN PLANS 8. THESE GEOTECHNICAL NOTES SHALL IN NO WAY LESSEN THE REQUIREMENTS OF THE SUBMITTED SOILS REPORT. A. WITHIN FIVE (5) DAYS AFTER RECEIVING PURCHASE ORDER, BIDDER WILL SUBMIT THREE (3) COPIES OF DETAILED SHOP DRAWINGS, TWO (2) COPIES OF THE VEGETATIVE PRACTICES SAFETY BRACING PLANS, AND ONE (1) COPY OF DESIGN CALCULATIONS PROVIDED BY AN INDEPENDENT ENGINEERING FIRM THAT ARE STAMPED AND TOPSOILING ROAD SUBGRADE SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, SUBMIT COPIES TO: TEMPORARY SEEDING PERMANENT SEEDING 1. INSPECTION AND APPROVAL OF THE SUBGRADE WILL BE REQUIRED PRIOR TO THE PLACEMENT OF THE APPROVED PAVEMENT RANDY DAVIS MULCHING SECTION MATERIAL. DIVISION 4 BRIDGE MAINTENANCE 2. ANY CLAY DEPOSITS IN THE TOP TWO FEET OF THE SUBGRADE MUST BE REMOVED OR ADDRESSED AS RECOMMENDED BY THE PO BOX 3165 MANAGEMENT STRATEGIES GEOTECHNICAL ENGINEER. WILSON, NC 27895 1. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT 3. SUBGRADE APPROVAL SHALL BE ACCOMPANIED BY THE SUPPORTING DOCUMENTATION VERIFYING DENSITY TEST RESULTS OF SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES ONE-THIRD (1/3) THE HEIGHT OF THE BARRIER. 95% OR GREATER. VIA DELIVERY SERVICE: 2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 4. THE ENTIRE SUBGRADE WILL HAVE BEEN PROOF-ROLLED IN THE PRESENCE OF THE SITE INSPECTOR AND GEOTECHNICAL JAMES BOLDEN, PE 3. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING. REPRESENTATIVE. PROOF-ROLLING SHALL BE A RUBBER TIRE VEHICLE SUCH AS A LOADED TEN (10) TON TRUCK OF APPROVED STRUCTURES MANAGEMENT UNIT 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND COMPACTION EQUIPMENT. 1581 MAIL SERVICE CENTER SEDIMENT CONTROL PRACTICES. 5. THE FINAL SUBGRADE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER AND SITE INSPECTOR BEFORE PLACEMENT OF 5. AFTER ACHIEVING ADEQUATE STABILIZATION AND UPON APPROVAL OF THE NCDEQ INSPECTOR, THE TEMPORARY E&S PAVEMENT SECTION MATERIALS. B. NOTIFY RANDY DAVIS, NCDOT DIV. 4 BRIDGE ENGINEER (252-236-1460) 24 HRS. PRIOR TO BEGINNING EXCAVATION OF EXISTING CULVERT(S). I WILL OR WILL CONTROLS WILL BE CLEANED UP AND REMOVED. HAVE A QUALIFIED NCDOT BRIDGE STRUCTURE REPRESENTATIVE VISIT THE SITE AND MAKE SURE THE PROPOSED LAY OUT AND CONSTRUCTION METHODS PROPOSED WILL BE SATISFACTORY. PERMANENT STABILIZATION THE DISTURBED AREAS WILL BE PERMANENTLY STABILIZED THROUGH THE USE OF PERMANENT SEEDING AND CULVERT OUTLET PROTECTION. TEMPORARY SEEDING SCHEDULE FOR LATE WINTER AND EARLY PERMANENT SEEDING SCHEDULE FOR GRASS-LINED CHANNELS PERMANENT SEEDING SCHEDULE FOR AREAS OTHER THAN CHANNELS SPRING DATES SPECIES RATE (LB/ACRE) DATES SPECIES RATE (LB/ACRE) SPECIES RATE (LB/ACRE) JAN 1 - MAY 1 RYE (GRAIN) 120 AUG 15 - OCT 31 TALL FESCUE 200 3:1 AND STEEPER SLOPES SLOPES FLATTER THAN 3:1 KOBE LESPEDEZA 50 FEB 1 - APR 15 TALL FESCUE 200 TALL FESCUE 100 80 SERICEA LESPEDEZA 30 20 SOIL AMENDMENTS NURSE PLANTS KOBE LESPEDEZA 10 10 FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 LB/ACRE RYE (GRAIN). PENSACOLA BAHIAGRASS 25 NONE AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. SOIL AMENDMENTS MULCH FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED. APPLY 4000 LB/ACRE SMALL GRAIN STRAW AND TACK WITH ASPHALT. AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. OPERATE GENERAL UTILITY NOTES MAINTENANCE TILLAGE EQUIPMENT ACROSS THE WATERWAY. NURSE PLANTS REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 LB/ACRE RYE (GRAIN). MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF SEEDING DATES CHANNELS AND DITCHES AND STAPLE SECURELY. THE LINING SHOULD EXTEND BEST POSSIBLE 1. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. FALL: AUG 25 - SEP 15 AUG 20 - OCT 25 IN THE AREA; EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE TEMPORARY SEEDING SCHEDULE FOR FALL MAINTENANCE LATE WINTER: FEB 15 - MAR 21 FEB 1 - APR 15 UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION AS INDICATED. ALTHOUGH, HE DOES CERTIFY THAT THEY SPECIES RATE (LB/ACRE) INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. AUG 15 - DEC 30 RYE (GRAIN) 120 THE FOLLOWING YEAR. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR USE FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION SO THAT CONTRACTOR IS FAMILIAR AND 150 LB/ACRE OF 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. KOBE LESPEDEZA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. UNDERSTANDS EXISTING CONDITIONS. SOIL AMENDMENTS SOIL AMENDMENTS 3. FIELD CHANGES MAY BE NECESSARY DUE TO EXISTING UTILITY LOCATIONS. THE ENGINEER SHALL BE CONTACTED FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND TEMPORARY SEEDING SCHEDULE FOR SUMMER FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND BEFORE MAKING THESE CHANGES. AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. DATES SPECIES RATE (LB/ACRE) AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. MULCH MAY 1 - APR 15 GERMAN MILLET 40 MULCH APPLY 4000 LB/ACRE SMALL GRAIN STRAW AND TACK WITH ASPHALT. APPLY 4,000-5,000 LB/ACRE GRAIN STRAW. ANCHOR BY TACKING WITH ASPHALT. ON SLOPE MAINTENANCE SOIL AMENDMENTS 3:1 OR STEEPER ANCHOR STRAW WITH NETTING. REPAIR AND REFERTILIZE AND RESEED DAMAGED AREAS IMMEDIATELY. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND MAINTENANCE TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE MULCH ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. REFERTILIZE, RESEED AND KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. APPLY 4000 LB/ACRE SMALL GRAIN STRAW AND TACK WITH ASPHALT. MULCH DAMAGED AREAS IMMEDIATELY. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. | THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY IAN SPURLOCK, PE ON THE DATE ADJACENT TO THE SEAL ON THE COVER. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. | |
|---|---|---|
| AV AV ainigriV ,sweN ,hcaeB 002 4701-378-919 etiuS moc.SEINAPMOCCRT.www 1950-F tropweN nrehtroN ainigriV ,evirD 11572 # esneciL htuoS :xaF CN AV ,yraC 0601-378-919 hgrubnidE mriF AV ,ellivsettolrahC AV ,grubskcalB CN ,dnomhciR 411 .CNI ,SREENIGNE CRT TN | ||
| EMECALPER TREVLUC EVA HTEBAZILE CN ,NREB SETON WEN | ||
| REVISIONS | ||
| DESIGNED BY: LAB | ||
| DRAWN BY: JGC | ||
| CHECKED BY: IUS | ||
| SCALE: - | ||
| DATE: 06/24/2025 | ||
| PROJECT NUMBER: 617192 | ||
| C2.0 |
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THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED
BY IAN SPURLOCK, PE ON THE DATE ADJACENT TO THE
SEAL ON THE COVER.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC
COPIES.
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CONSTRUCTION SEQUENCE
EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AS REQUIRED DURING CONSTRUCTION IN 1. SET UP PRE-CONSTRUCTION MEETING.
ACCORDANCE WITH THE CURRENT EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. ALL DEVICES 2. INSTALL SILT FENCE AND OTHER PERIMETER CONTROLS.
REFERRED TO IN THESE PLANS CAN BE FOUND IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. 3. SET UP TRAFFIC CONTROL MEASURES AS DENOTED ON THESE PLANS AND IN ACCORDANCE WITH THE MUTCD AND BEGIN
2. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED PER THE NCDEQ SCHEDULE AFTER REACHING FINAL CONSTRUCTION.
GRADE. AREAS WHICH HAVE BEEN DISTURBED AND HAVE NOT REACHED FINAL GRADE, BUT WHICH ARE TO REMAIN 4. INSTALL PIPE CULVERTS AND ADJUST EXISTING UTILITIES AS REQUIRED.
UNDISTURBED FOR LONGER THAN 14 DAYS ARE TO BE TEMPORARILY SEEDED AND MULCHED PER THE NCDEQ SCHEDULE. AS 5. RESTORE ROAD TO MATCH EXISTING.
UPSTREAM AREAS ARE STABILIZED WITH PERMANENT GROUND COVER, DOWNSTREAM TEMPORARY DEVICES ARE TO BE 6. SEED AND MULCH DENUDED AREAS IN ACCORDANCE WITH THE NOTES AND DETAILS IN THESE PLANS AND AS INSPECTOR HAS
REMOVED. CONTRACTOR SHALL FOLLOW THE STABILIZATION TIME TABLE INCLUDED IN THIS SET OF DRAWINGS. INSTRUCTED.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERIODICALLY INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES AND 7. REMOVE TEMPORARY EROSION CONTROL MEASURES ONCE VEGETATIVE COVER HAS BEEN ACHIEVED.
ENSURE THAT THEY ARE IN GOOD WORKING ORDER. AT A MINIMUM, ALL DEVICES SHALL BE INSPECTED DAILY AND AFTER MAJOR
RAINFALL EVENTS. ANY DEVICE NEEDING REPAIRS SHALL BE REPAIRED WITHIN 24 HOURS.
GENERAL NOTES
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES IF DURING THE COURSE OF
CONSTRUCTION THE ENGINEER OR NCDEQ INSPECTOR DETERMINES THAT THEY ARE REQUIRED.
5. SILT SHALL BE REMOVED FROM SILT FENCES WHEN THE SILT REACHES APPROXIMATELY ONE-THIRD (1/3) THE HEIGHT OF THE
BARRIER. 1. THIS PROJECT, AS CURRENTLY DESIGNED, MAY NOT INLCUDE ALL COMPONENTS ADDRESSED IN THE VARIOUS GENERAL NOTES.
6. THE CONTRACTOR SHALL PERIODICALLY TOP DRESS THE CONSTRUCTION ENTRANCE WITH CLEAN STONE. IF THE REVIEW PLANS FOR APPLICABILITY.
CONSTRUCTION ENTRANCE FAILS TO REMOVE DIRT FROM THE TIRES OF VEHICLES ENTERING A PUBLIC RIGHT-OF-WAY A WASH 2. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL AND STATE AGENCIES.
RACK SHALL BE INSTALLED AND THE TIRES WASHED. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ANY REQUIRED 3. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT HIS EXPENSE. THE CONTRACTOR
WATER FOR THE WASHING OF TIRES. DIRT TRACKED ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
CONTRACTOR. 4. ALL PAVING MATERIALS AND DRAINAGE STRUCTURES SHALL BE BUILT AND INSTALLED IN ACCORDANCE WITH NORTH CAROLINA
7. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
8. ALL STORM AND UTILITY LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED PER THE NCDEQ SCHEDULE AFTER BACKFILL. 5. THE LOCATION OF EXISTING SEWER, WATER OR TELEPHONE LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR
NO MORE THAN FIVE HUNDRED FEET OF TRENCH IS TO BE OPEN AT ONE TIME. OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY
9. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SILT DAMS ARE TO BE MULCHED AND SEEDED FOR VEGETATIVE COVER APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN
IMMEDIATELY AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED. ADDITIONALLY ALL DIVERSION SWALES WILL BE AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
PROTECTED AGAINST HIGH VELOCITY WITH EROSION CONTROL MEASURES AS DENOTED ON THESE PLANS. THE SAME APPLIES FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE
TO STOCKPILES ON SITE AS WELL AS SOIL (INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE. PLANS. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "NC ONE CALL", DIAL 811.
10. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON, IS TO BE SEEDED PER THE TEMPORARY AND PERMANENT SEEDING 6. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL TO SUB-GRADE.
SCHEDULE INCLUDED IN THESE DRAWINGS. MODIFY AS APPLICABLE DEPENDING ON PROPOSED TIME OF CONSTRUCTION. 7. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE
11. CONTRACTOR STAGING AREA(S) SHALL BE RETURNED TO BETTER THAN ORIGINAL CONDITIONS AT THE COMPLETION OF THE REPAIRED TO PRE-CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER.
WORK. 8. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO
NCDOT SPECIFIC NOTES:
12. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING LIKE-NEW CONDITION.
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 9. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION
13. A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CONTRACTOR SHALL UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN SUPPLIER MUST PROVIDE ALL NECESSARY HARDWARE, WALE BEAMS, CAPS, CONTINUOUS
SCHEDULE THE MEETING WITH THE NCDEQ INSPECTOR ASSIGNED TO THE PROJECT. DRAINAGE STRUCTURES IN OPERABLE CONDITION. FLAT GASKETS, GALVANIZED STEEL TIEBACK RODS WITH DEAD MAN ANCHOR PLATES,
14. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED 10. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. ANCHORS, LUGS, INSERTS, ADJUSTABLE TURNBUCKLES AND ALL OTHER MATERIALS
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF NCDEQ EROSION AND SEDIMENT CONTROL MANUAL AND THE A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY INSPECTORS. NECESSARY TO COMPLETE PROJECT. ALL HARDWARE TO BE HOT DIP GALVANIZED.
NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973. 11. THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE REGULATORY AGENCIES AND THE ENGINEER AT LEAST 24 HOURS PRIOR TO
MATERIAL QUALITY AND WORKMANSHIP
15. AS A CONDITION OF NPDES PERMIT NO. NCG 010000, PERMANENT GROUNDCOVER SHOULD BE PROVIDED FOR ALL DISTURBED STARTING WORK ON THIS PROJECT.
A. BIDDER SHALL BE REQUIRED TO SUPPLY MATERIALS THAT MEET OR EXCEED CURRENT NCDOT SPECIFICATIONS.
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION OF 12. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS III.
B. PIPE SHALL BE FULLY WELDED INSIDE AND OUT TO HEADWALLS USING TWO ROOT WELDS AND TWO FINISH WELDS ON EITHER SIDE OF THE WALL. ALL
CONSTRUCTION OR DEVELOPMENT. 13. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
FINISH WELDS ARE SHALL BE GROUND TO A SMOOTH FINISH.
INDUSTRY (29 CFR PART 1926).
C. HEADWALL AND PIPE SHALL BE REINFORCED PER AASHTO SPECIFICATIONS AND STRUCTURAL ENGINEER'S REQUIREMENTS.
14. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. ALSO VERIFY ALL DIMENSIONS, SITE
D. THE CONTINUOUS FLAT GASKET SHALL BE 3/8" THICK X 2FT WIDE AND MADE OF CLOSED CELL NEOPRENE RUBBER WHICH UPON ASSEMBLY PROVIDES A
CONDITIONS, AND MATERIAL SPECIFICATIONS AND NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR
WATERTIGHT SEAL.
DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.
E. PIPE SECTIONS AND BANDS SHALL BE ASSEMBLED AND ALPHANUMERICALLY ALIGNMENT MATCH-MARKED AT THE PLANT SITE BEFORE SHIPPING TO VERIFY 15. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED.
FIT.
16. MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS
F. BANDS SHALL BE INSTALLED ONTO THE PIPE SECTIONS PRIOR TO SHIPPING. SAFETY BRACING SHALL BE INCLUDED TO ELIMINATE TIPPING OR FALLING OF
TO THE PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY
THE HEADWALL DURING ASSEMBLY.
APPROXIMATELY CORRECT. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER
G. PIPE MANUFACTURER MUST PROVIDE CERTIFICATION OF THE MEASURED DIMENSIONS OF THE PIPE, BANDS AND THE CONTINUOUS FLAT GASKETS.
EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. REPAIR AT YOUR OWN EXPENSE, ANY EXISTING UTILITIES
CERTIFICATION MUST STATE THAT THE BANDS AND THE GASKETS HAVE BEEN PRE-FITTED AND WILL SECURELY TIGHTEN AROUND THE SUPPLIED PIPE.
DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE
CERTIFICATION OF THE DIMENSIONS MUST BE SIGNED BY THE MANUFACTURER#S REPRESENTATIVE AND DATED.
ENGINEER AND TOWN.
EROSION CONTROL NARRATIVE
17. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT
EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF
EXAMPLE:
ANY MATERIAL STORED AT THE SITE.
SUPPLIED PIPE MEASURES XX INCHES IN DIAMETER. SUPPLIED BANDS AND THE
CONTINUOUS FLAT GASKETS MEASURE XX INCHES IN LENGTH AND WILL SECURELY
THE PROJECT CONSISTS OF THE REPLACEMENT OF CULVERTS UNDERNEATH ELIZABETH AVENUE. THE SITE IS IN THE CITY OF NEW
FASTEN PIPE SECTIONS, WITHOUT FIELD MODIFICATION.
BERN, IN CRAVEN COUNTY, NC.
_________________________________
GENERAL CONSTRUCTION AND GEOTECHNICAL NOTES SIGNATURE DATE
EXISTING CONDITIONS
_____________________________________
THE EXISTING SITE IS TWO CULVERT PIPES THAT RUN SW TO NE, CURRENTLY PASSING WATER UNDERNEATH ELIZABETH AVENUE.
PRINTED NAME AND TITLE
DEVELOPMENT IMPACTS
POOR QUALITY OF WORKMANSHIP OF ANY MATERIALS SUPPLIED WILL CONSTITUTE
THE DEVELOPMENT IMPACTS TO THE TOPOGRAPHY, SOILS, HYDROLOGY, AND GEOLOGY WILL BE MINOR.
1. ALL CONTROLLED FILL ZONES ARE TO BE MONITORED BY A FULL TIME GEOTECHNICAL ENGINEERING SERVICES FIRM. GROUNDS FOR THE MATERIAL BEING REJECTED AND/OR COMPENSATION OF TIME
2. ENGINEERED FILLS SHALL BE PROPERLY PLACED ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. LOST BY NCDOT PERSONNEL FOR THIS PROJECT.
SOILS
3. ALL SUMMARY REPORTS, IF AVAILABLE FROM THE GEOTECHNICAL ENGINEER REPRESENTING THE PROJECT MUST STATE HIS
THE SITE IS CRAVEN SILT LOAM, 1 TO 4 PERCENT SLOPES. JOB SITE INSTALLATION ASSISTANCE
PROFESSIONAL OPINION ON THE SATISFACTORILY COMPLETED PHASES OF CONSTRUCTION SUCH AS; SLOPE CUTS, SUBDRAINAGE
A. MANUFACTURER'S REPRESENTATIVE, WITH AT LEAST TWO (2) YEARS OF EXPERIENCE IN THE INSTALLATION OF THIS TYPE OF STRUCTURE, SHALL PROVIDE
CRITICAL EROSION AREAS SYSTEMS, PREPARATION OF SUBGRADES AND COMPACTION OF EARTH FILLS. TECHNICAL ADVICE WITH ASSEMBLY OF STRUCTURE AND HEADWALLS AS WELL AS BEING ON SITE DURING THE INSTALLATION AND BACKFILLING OF PIPE
1. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ADJACENT ROADWAYS. 4. NO FILLS SHALL HAVE ZONES THAT EXCEED TWO (2) FEET IN ELEVATION WITHOUT CONDUCTING COMPACTION TEST AND AND HEADWALLS THROUGH COMPLETION TO PROVIDE ANY ADDITIONAL ADVICE OR INSTRUCTIONS AS NEEDED. MANUFACTURER'S REPRESENTATIVE IS NOT
2. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM EXITING THE PROJECT SITE AREA. OBTAINING RESULTS OF 95% OR GREATER. TO BE CONSIDERED A CONTRACTOR AND NCDOT WILL NOT BE LIABLE FOR ANY LABOR HE/SHE MAY PROVIDE.
3. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM ENTERING ANY WATER WAY OR DRAINAGE WAYS. 5. THE GEOTECHNICAL ENGINEER MUST SUBMIT A DETAILED ANALYSIS, ITEMIZING THE FIELD DENSITY TEST RESULTS. THIS REPORT B. NCDOT WILL PROVIDE MANUFACTURER 24 HOURS NOTICE OF INSTALLATION TO ALLOW MANUFACTURER TIME TO HAVE A PERSON ON SITE. FAILURE TO
SHALL BE ACCOMPANIED WITH A COPY OF THE SITE PLAN SHEET AND INDICATE THE TEST LOCATIONS AND ELEVATIONS. THE
HAVE A REPRESENTATIVE ON SITE COULD RESULT IN DISQUALIFICATION TO BID ON FUTURE PROJECTS.
STOCKPILING GEOTECHNICAL ENGINEER MUST PROVIDE ENOUGH DESIGNATED TESTING IN ALL FILL ZONES TO ADEQUATELY EXAMINE AND
TOPSOIL STOCKPILING IS ANTICIPATED ON-SITE. CERTIFY THE INTEGRITY OF THE FILL. REQUIRED TOOLS
6. THE GEOTECHNICAL ENGINEER MUST SUBMIT A CERTIFIED BUILDING PAD REPORT FOR EACH FILL PAD LOCATION. THIS REPORT
A. MANUFACTURER SHALL SUPPLY ALL NECESSARY HAND/POWER TOOLS TO ASSEMBLY PIPE AND HEADWALLS SUCH AS ELECTRIC IMPACT WRENCHES,
STRUCTURAL PRACTICES SHALL PROFILE THE FILL MATERIAL PLACEMENT AND PROVIDE THE COMPACTION TEST RESULTS. ALL REPORTS WILL BE DRILLS, BITS, AND SPUD BARS.
SILT FENCE ACCOMPANIED BY THE SITE PLAN, INDICATING THE TEST LOCATIONS AND ELEVATIONS. B. NCDOT WILL PROVIDE POWER GENERATORS AND ANY LARGE EQUIPMENT NEEDED FOR EXCAVATION, BACKFILL, AND LIFTING PIPE ASSEMBLIES.
SILT FENCE OUTLETS 7. NO BUILDING PADS IN FILL ZONES WILL HAVE STRATUMS EXCEEDING TWO (2) FEET IN ELEVATION WITHOUT TEST VERIFYING
CULVERT OUTLET PROTECTION DENSITY. FINAL DESIGN PLANS
8. THESE GEOTECHNICAL NOTES SHALL IN NO WAY LESSEN THE REQUIREMENTS OF THE SUBMITTED SOILS REPORT.
A. WITHIN FIVE (5) DAYS AFTER RECEIVING PURCHASE ORDER, BIDDER WILL SUBMIT THREE (3) COPIES OF DETAILED SHOP DRAWINGS, TWO (2) COPIES OF THE
VEGETATIVE PRACTICES SAFETY BRACING PLANS, AND ONE (1) COPY OF DESIGN CALCULATIONS PROVIDED BY AN INDEPENDENT ENGINEERING FIRM THAT ARE STAMPED AND
TOPSOILING ROAD SUBGRADE SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, SUBMIT COPIES TO:
TEMPORARY SEEDING
PERMANENT SEEDING 1. INSPECTION AND APPROVAL OF THE SUBGRADE WILL BE REQUIRED PRIOR TO THE PLACEMENT OF THE APPROVED PAVEMENT RANDY DAVIS
MULCHING SECTION MATERIAL. DIVISION 4 BRIDGE MAINTENANCE
2. ANY CLAY DEPOSITS IN THE TOP TWO FEET OF THE SUBGRADE MUST BE REMOVED OR ADDRESSED AS RECOMMENDED BY THE
PO BOX 3165
MANAGEMENT STRATEGIES GEOTECHNICAL ENGINEER. WILSON, NC 27895
1. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT 3. SUBGRADE APPROVAL SHALL BE ACCOMPANIED BY THE SUPPORTING DOCUMENTATION VERIFYING DENSITY TEST RESULTS OF
SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES ONE-THIRD (1/3) THE HEIGHT OF THE BARRIER. 95% OR GREATER. VIA DELIVERY SERVICE:
2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 4. THE ENTIRE SUBGRADE WILL HAVE BEEN PROOF-ROLLED IN THE PRESENCE OF THE SITE INSPECTOR AND GEOTECHNICAL JAMES BOLDEN, PE
3. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING. REPRESENTATIVE. PROOF-ROLLING SHALL BE A RUBBER TIRE VEHICLE SUCH AS A LOADED TEN (10) TON TRUCK OF APPROVED STRUCTURES MANAGEMENT UNIT
4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND COMPACTION EQUIPMENT. 1581 MAIL SERVICE CENTER
SEDIMENT CONTROL PRACTICES. 5. THE FINAL SUBGRADE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER AND SITE INSPECTOR BEFORE PLACEMENT OF
5. AFTER ACHIEVING ADEQUATE STABILIZATION AND UPON APPROVAL OF THE NCDEQ INSPECTOR, THE TEMPORARY E&S PAVEMENT SECTION MATERIALS. B. NOTIFY RANDY DAVIS, NCDOT DIV. 4 BRIDGE ENGINEER (252-236-1460) 24 HRS. PRIOR TO BEGINNING EXCAVATION OF EXISTING CULVERT(S). I WILL OR WILL
CONTROLS WILL BE CLEANED UP AND REMOVED. HAVE A QUALIFIED NCDOT BRIDGE STRUCTURE REPRESENTATIVE VISIT THE SITE AND MAKE SURE THE PROPOSED LAY OUT AND CONSTRUCTION METHODS
PROPOSED WILL BE SATISFACTORY.
PERMANENT STABILIZATION
THE DISTURBED AREAS WILL BE PERMANENTLY STABILIZED THROUGH THE USE OF PERMANENT SEEDING AND CULVERT OUTLET
PROTECTION. TEMPORARY SEEDING SCHEDULE FOR LATE WINTER AND EARLY PERMANENT SEEDING SCHEDULE FOR GRASS-LINED CHANNELS PERMANENT SEEDING SCHEDULE FOR AREAS OTHER THAN CHANNELS
REVISIONS SPRING
DATES SPECIES RATE (LB/ACRE) DATES SPECIES RATE (LB/ACRE) SPECIES RATE (LB/ACRE)
JAN 1 - MAY 1 RYE (GRAIN) 120 AUG 15 - OCT 31 TALL FESCUE 200 3:1 AND STEEPER SLOPES SLOPES FLATTER THAN 3:1
KOBE LESPEDEZA 50 FEB 1 - APR 15 TALL FESCUE 200 TALL FESCUE 100 80
SERICEA LESPEDEZA 30 20
SOIL AMENDMENTS NURSE PLANTS KOBE LESPEDEZA 10 10
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 LB/ACRE RYE (GRAIN). PENSACOLA BAHIAGRASS 25 NONE
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. SOIL AMENDMENTS
MULCH FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
APPLY 4000 LB/ACRE SMALL GRAIN STRAW AND TACK WITH ASPHALT. AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. OPERATE
GENERAL UTILITY NOTES MAINTENANCE TILLAGE EQUIPMENT ACROSS THE WATERWAY. NURSE PLANTS
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 LB/ACRE RYE (GRAIN).
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF SEEDING DATES
CHANNELS AND DITCHES AND STAPLE SECURELY. THE LINING SHOULD EXTEND BEST POSSIBLE
1. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. FALL: AUG 25 - SEP 15 AUG 20 - OCT 25 IN THE AREA; EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE
TEMPORARY SEEDING SCHEDULE FOR FALL MAINTENANCE LATE WINTER: FEB 15 - MAR 21 FEB 1 - APR 15
UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION AS INDICATED. ALTHOUGH, HE DOES CERTIFY THAT THEY DESIGNED BY:
SPECIES RATE (LB/ACRE) INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF LAB
ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE.
AUG 15 - DEC 30 RYE (GRAIN) 120 THE FOLLOWING YEAR. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR USE FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION SO THAT CONTRACTOR IS FAMILIAR AND DRAWN BY:
150 LB/ACRE OF 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. KOBE LESPEDEZA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. JGC
UNDERSTANDS EXISTING CONDITIONS.
SOIL AMENDMENTS SOIL AMENDMENTS
3. FIELD CHANGES MAY BE NECESSARY DUE TO EXISTING UTILITY LOCATIONS. THE ENGINEER SHALL BE CONTACTED CHECKED BY:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND TEMPORARY SEEDING SCHEDULE FOR SUMMER FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND IUS
BEFORE MAKING THESE CHANGES.
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. DATES SPECIES RATE (LB/ACRE) AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER.
SCALE:
MULCH MAY 1 - APR 15 GERMAN MILLET 40 MULCH -
APPLY 4000 LB/ACRE SMALL GRAIN STRAW AND TACK WITH ASPHALT. APPLY 4,000-5,000 LB/ACRE GRAIN STRAW. ANCHOR BY TACKING WITH ASPHALT. ON SLOPE
MAINTENANCE SOIL AMENDMENTS 3:1 OR STEEPER ANCHOR STRAW WITH NETTING. DATE: 06/24/2025
REPAIR AND REFERTILIZE AND RESEED DAMAGED AREAS IMMEDIATELY. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND MAINTENANCE
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED PROJECT NUMBER:
EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE MULCH ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. REFERTILIZE, RESEED AND 617192
KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. APPLY 4000 LB/ACRE SMALL GRAIN STRAW AND TACK WITH ASPHALT. MULCH DAMAGED AREAS IMMEDIATELY.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SETON
C2.0
| GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED PART III PART III PART III COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT BY IAN SPURLOCK, PE ON THE DATE ADJACENT TO THE SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SEAL ON THE COVER. SELF-INSPECTION, RECORDKEEPING AND REPORTING Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and SECTION A: SELF-INSPECTION SECTION B: RECORDKEEPING PRINTED COPIES OF THIS DOCUMENT ARE NOT SECTION C: REPORTING Materials Handling sections of the NCG01 Construction General Permit (Sections E SELF-INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE 1.E&SC PLAN DOCUMENTATION 1.OCCURRENCES THAT MUST BE REPORTED and F, respectively). The permittee shall comply with the Erosion and Sediment CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC WITH THE TABLE BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY THE APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES: Control plan approved by the delegated authority having jurisdiction. All details and COPIES. specifications shown on this sheet may not apply depending on site conditions and BE DELAYED UNTIL THE NEXT BUSINESS DAY ON WHICH IT IS SAFE TO PERFORM THE THIS PERMIT. THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE KEPT ON SITE (a) VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND. the delegated authority having jurisdiction. INSPECTION. IN ADDITION, WHEN A STORM EVENT OF EQUAL TO OR GREATER THAN 1.0 AND AVAILABLE FOR INSPECTION AT ALL TIMES DURING NORMAL BUSINESS HOURS. INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF-INSPECTION SHALL BE (b) OIL SPILLS IF: PERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANY TIME WHEN SECTION E: GROUND STABILIZATION ITEM TO DOCUMENT DOCUMENTATION REQUIREMENTS * THEY ARE 25 GALLONS OR MORE, INSPECTIONS WERE DELAYED SHALL BE NOTED IN THE INSPECTION RECORD. PAINT AND OTHER LIQUID WASTE (A) EACH E&SC MEASURE INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE * THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS, REQUIRED GROUND STABILIZATION TIMEFRAMES 1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, FREQUENCY HAS BEEN INSTALLED APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN AN * THEY CAUSE SHEEN ON SURFACE WATERS (REGARDLESS OF VOLUME), OR (DURING AND DOES NOT INSPECTION REPORT THAT LISTS EACH E&SC MEASURE SITE AREA STABILIZE WITHIN TIMEFRAME VARIATIONS STREAMS OR WETLANDS. INSPECT NORMAL INSPECTION RECORDS MUST INCLUDE: SIGNIFICANTLY DEVIATE SHOWN ON THE APPROVED E&SC PLAN. THIS * THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME). DESCRIPTION THIS MANY 2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN BUSINESS FROM THE LOCATIONS, DOCUMENTATION IS REQUIRED UPON THE INITIAL CALENDAR DAYS INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE HOURS) DIMENSIONS AND INSTALLATION OF THE E&SC MEASURES OR IF THE E&SC (C) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER AFTER CEASING REASONABLY AVAILABLE. (1) RAIN DAILY DAILY RAINFALL AMOUNTS. RELATIVE ELEVATIONS MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION. SECTION 311 OF THE CLEAN WATER ACT (REF: 40 CFR 110.3 AND 40 CFR 117.3) OR LAND 3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA. GAUGE IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING SHOWN ON THE SECTION 102 OF CERCLA (REF: 40 CFR 302.4) OR G.S. 143-215.85. DISTURBANCE 4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR APPROVED E&SC PLAN. MAINTAINED WEEKEND OR HOLIDAY PERIODS, AND NO INDIVIDUAL-DAY (A) PERIMETER 7 NONE THE NEEDS OF SITE. IN GOOD RAINFALL INFORMATION IS AVAILABLE, RECORD THE (B) A PHASE OF GRADING INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN DIKES, SWALES, WORKING CUMULATIVE RAIN MEASUREMENT FOR THOSE UN-ATTENDED HAS BEEN COMPLETED. OR COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO (d) ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES. DITCHES, AND 5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER ORDER DAYS (AND THIS WILL DETERMINE IF A SITE INSPECTION IS INDICATE COMPLETION OF THE CONSTRUCTION PHASE. PERIMETER SLOPES LIQUID WASTES FROM CONSTRUCTION SITES. NEEDED). DAYS ON WHICH NO RAINFALL OCCURRED SHALL BE RE R C A O IN R - D M E O D N A IT S O " R Z I E N R G O D ." E T V H IC E E P A E P R P M R I O TT V E E E D M B A Y Y T H U E S E D A IV N IS O I T O H N E . R LO (C C ) A G TE R D O U A N N D D C IN O S V T E A R LL I E S D O I R N I C T O IA M L P A L N E D T E D , A D T A E T A E C A O N P D Y S O IG F N T A H N E I A N P S P P R E O C V T E IO D N E R & E S P C O P R L T A N TO (e) N HE O A N L C T O H M O P R L T IA H N E C E E N W VI I R T O H N T M HE E N C T O . NDITIONS OF THIS PERMIT THAT MAY ENDANGER (B W ) H A I T G E H R Q (H U Q AL W IT ) Y 7 NONE EARTHEN STOCKPILE MANAGEMENT ZONES 1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN-MATERIAL IN ACCORDANCE WITH INDICATE COMPLIANCE WITH APPROVED GROUND COVER (2) E&SC AT LEAST 1. IDENTIFICATION OF THE MEASURES INSPECTED, THE APPROVED E&SC SPECIFICATIONS. (C) SLOPES 7 IF SLOPES ARE 10' OF LESS IN LENGTH AND ARE STOCKPILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, MEASURES ONCE PER 7 2. DATE AND TIME OF THE INSPECTION, 2.REPORTING TIMEFRAMES AND OTHER REQUIREMENTS PLAN. STEEPER THAN 3:1 NOTE STEEPER THAN 2:1, 14 DAYS ALLOWED SEDIMENT BASINS, PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS CALENDAR 3. NAME OF THE PERSON PERFORMING THE INSPECTION, AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE UNLESS IT CAN BE SHOWN NO OTHER ALTERNATIVES ARE REASONABLY DAYS AND 4. INDICATION OF WHETHER THE MEASURES WERE OPERATING (D) THE MAINTENANCE COMPLETE, DATE AND SIGN AN INSPECTION REPORT. (D) SLOPES 3:1 TO 14 -7 DAYS FOR SLOPES GREATER THAN 50' IN WITHIN 24 PROPERLY, AND REPAIR SHALL CONTACT THE APPROPRIATE DIVISION REGIONAL OFFICE WITHIN THE TIMEFRAMES 4:1 LENGTH AND WITH SLOPES STEEPER THAN 4:1 AVAILABLE. HOURS OF A 5. DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE, REQUIREMENTS FOR ALL AND IN ACCORDANCE WITH THE OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES -7 DAYS FOR PERIMETER DIKES, SWALES, 2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH RAIN EVENT 6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE E&SC MEASURES HAVE OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE REPORTED TO THE DEPARTMENT'S DITCHES, PERIMETER SLOPES AND HQW ZONES A MINIMUM OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE. > 1.0 INCH IN ACTIONS TAKEN. BEEN PERFORMED. ENVIRONMENTAL EMERGENCY CENTER PERSONNEL AT (800) 858-0368. -10 DAYS FOR FALLS LAKE WATERSHED 3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE. 24 HOURS (E) AREAS WITH 14 -7 DAYS FOR PERIMETER DIKES, SWALES, (E) CORRECTIVE INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN 4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET (3) AT LEAST 1. IDENTIFICATION OF THE DISCHARGE OUTFALLS INSPECTED, REPORTING TIMEFRAMES (AFTER DISCOVERY) AND OTHER SLOPES FLATTER DITCHES, PERIMETER SLOPES, AND HQW ZONES STORMWATE ONCE PER 7 2. DATE AND TIME OF THE INSPECTION, ACTIONS HAVE BEEN OR COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO OCCURRENCE REQUIREMENT THAN 4:1 -10 DAYS FOR LAKE WATERSHED UNLESS AND IN ACCORDANCE WITH THE APPROVED PLAN AND ANY ADDITIONAL TAKEN TO E&SC INDICATE THE COMPLETION OF THE CORRECTIVE ACTION. R DISCHARGE CALENDAR 3. NAME OF THE PERSON PERFORMING THE INSPECTION, THERE IS ZERO SLOPE REQUIREMENTS. SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OUTFALLS DAYS AND 4. EVIDENCE OF INDICATORS OF STORMWATER POLLUTION MEASURES. (A) VISIBLE * WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. OR CHEMICAL COVERAGE TECHNIQUES THAT WILL RESTRAIN ACCELERATED (SDOS) WITHIN 24 SUCH AS OIL SHEEN, FLOATING OR SUSPENDED SOLIDS OR SEDIMENT * WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS EROSION ON DISTURBED SOILS FOR TEMPORARY OR PERMANENT CONTROL HOURS OF A DISCOLORATION, 2. DOCUMENTATION TO BE RETAINED FOR THREE YEARS DEPOSITION IN A DESCRIPTION OF THE SEDIMENT AND ACTIONS TAKEN TO ADDRESS WITH TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT NEEDS. RAIN EVENT 5. INDICATION OF VISIBLE SEDIMENT LEAVING THE SITE, ALL DATA USED TO COMPLETE THE E-NOI AND ALL INSPECTION RECORDS SHALL BE STREAM OR THE CAUSE OF THE DEPOSITION. DIVISION STAFF MAY WAIVE THE GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 > 1.0 INCH IN 6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE MAINTAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE WETLAND REQUIREMENT FOR A WRITTEN REPORT ON A CASE-BY-CASE BASIS. CALENDAR DAYS AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARY GROUND 24 HOURS ACTIONS TAKEN. * IF THE STREAM IS NAMED ON THE NC 303(D) LIST AS IMPAIRED FOR HERBICIDES, PESTICIDES AND RODENTICIDES AVAILABLE UPON REQUEST. [40 CFR 122.41] STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE SURFACE STABLE (4) AT LEAST IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE SITE LIMITS, 3. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE SEDIMENT-RELATED CAUSES, THE PERMITTEE MAY BE REQUIRED TO AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND STABILIZATION IS 1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN PERIMETER ONCE PER 7 THEN A RECORD OF THE FOLLOWING SHALL BE MADE: IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLY MORE ACHIEVED. ACCORDANCE WITH LABEL RESTRICTIONS. OF SITE CALENDAR 1. ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT KEPT ON THE SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS STRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL 2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL DAYS AND THAT HAS LEFT THE SITE LIMITS, REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE HOURS, UNLESS THE DIVISION PROVIDES A SITE-SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONTAINERS WITH THE LABEL, WHICH LISTS DIRECTIONS FOR USE, WITHIN 24 2. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE FEDERAL OR STATE IMPAIRED-WATERS CONDITIONS. GROUND STABILIZATION SPECIFICATION CONDITIONS THAT MAKE THIS REQUIREMENT NOT PRACTICAL: HOURS OF A ACTIONS TAKEN, AND INGREDIENTS AND FIRST AID STEPS IN CASE OF ACCIDENTAL POISONING. (B) OIL SPILLS WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. THE Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of RAIN EVENT 3. AN EXPLANATION AS TO THE ACTIONS TAKEN TO CONTROL 3. DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE (a) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS AND RELEASE OF NOTIFICATION SHALL INCLUDE INFORMATION ABOUT THE DATE, TIME, the techniques in the table below: > 1.0 INCH IN FUTURE RELEASES. FLOODING IS POSSIBLE OR WHERE THEY MAY SPILL OR LEAK INTO WELLS, 24 HOURS RECEIVED. HAZARDOUS NATURE, VOLUME AND LOCATION OF THE SPILL OR RELEASE. (b) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS. THE SUBSTANCES STORMWATER DRAINS, GROUND WATER OR SURFACE WATER. IF A SPILL (5) STREAMS AT LEAST IF THE STREAM OR WETLAND HAS INCREASED VISIBLE PERMITTEE SHALL RECORD THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD PER ITEM 1(B)-(C) TEMPORARY SEEDING PERMANENT STABILIZATION OCCURS, CLEAN AREA IMMEDIATELY. OR ONCE PER 7 SEDIMENTATION OR A STREAM HAS VISIBLE INCREASED FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES ABOVE 4. DO NOT STOCKPILE THESE MATERIALS ONSITE. WETLANDS CALENDAR TURBIDITY FROM THE CONSTRUCTION ACTIVITY, THEN A ONSITE OR DAYS AND RECORD OF THE FOLLOWING SHALL BE MADE: ALL THE REQUIRED ELEMENTS. USE OF ELECTRONICALLY-AVAILABLE RECORDS IN LIEU (C) ANTICIPATED * A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE BYPASS, * TEMPORARY GRASS SEED COVERED * PERMANENT GRASS SEED COVERED OFFSITE WITHIN 24 1. DESCRIPTION, EVIDENCE AND DATE OF CORRECTIVE ACTIONS OF THE REQUIRED PAPER COPIES WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL BYPASSES [40 IF POSSIBLE. THE REPORT SHALL INCLUDE AN EVALUATION OF THE PORTABLE TOILETS WITH STRAW OR OTHER MULCHES AND WITH STRAW OR OTHER MULCHES AND (WHERE HOURS OF A TAKEN, AND ACCESS AND UTILITY AS THE HARD-COPY RECORDS. CFR 122.41(M)(3)] ANTICIPATED QUALITY AND EFFECT OF THE BYPASS. 1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY TACKIFIERS TACKIFIERS ACCESSIBLE) RAIN EVENT 2. RECORDS OF THE REQUIRED REPORTS TO THE APPROPRIATE > 1.0 INCH IN DIVISION REGIONAL OFFICE PER PART III, SECTION C, ITEM (2)(A) (D) * WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. * HYDROSEEDING * GEOTEXTILE FABRICS SUCH AS FROM STORM DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO 24 HOURS OF THIS PERMIT. UNANTICIPATED * WITHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN * ROLLED EROSION CONTROL PERMANENT SOIL REINFORCEMENT ALTERNATIVE REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT BYPASSES [40 EVALUATION OF THE QUALITY AND EFFECT OF THE BYPASS. PRODUCTS WITH OR WITHOUT MATTING ATTAINABLE, PROVIDE RELOCATION OF PORTABLE TOILET BEHIND SILT FENCE CFR 122.41(M)(3)] TEMPORARY GRASS SEED * HYDROSEEDING OR PLACE ON A GRAVEL PAD AND SURROUND WITH SAND BAGS. (6) GROUND (6) GROUND 1. THE PHASE OF GRADING (INSTALLATION OF PERIMETER E&SC * APPROPRIATELY APPLIED STRAW OR * SHRUBS OR OTHER PERMANENT 2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS STABILIZATIO STABILIZATI MEASURES, CLEARING AND GRUBBING, INSTALLATION OF (E) * WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. OTHER MULCH PLANTINGS COVERED WITH MULCH N MEASURES ON STORM DRAINAGE FACILITIES, COMPLETION OF ALL NONCOMPLIANCE * WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A OF HIGH WINDS OR IN HIGH FOOT TRAFFIC AREAS. PLASTIC SHEETING * UNIFORM AND EVENLY DISTRIBUTED MEASURESA LAND-DISTURBING ACTIVITY, CONSTRUCTION OR WITH THE DESCRIPTION OF THE NONCOMPLIANCE, AND ITS CAUSES; THE 3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY GROUND COVER SUFFICIENT TO FTER EACH REDEVELOPMENT, PERMANENT GROUND COVER). CONDITIONS OF PERIOD OF NONCOMPLIANCE, INCLUDING EXACT DATES AND TIMES, RESTRAIN EROSION LEAKED MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER TO PHASE OF 2. DOCUMENTATION THAT THE REQUIRED GROUND GRADING STABILIZATION MEASURES HAVE BEEN PROVIDED WITHIN THE THIS PERMIT AND IF THE NONCOMPLIANCE HAS NOT BEEN CORRECTED, THE * STRUCTURAL METHODS SUCH AS REMOVE LEAKING PORTABLE TOILETS AND REPLACE WITH PROPERLY THAT MAY ANTICIPATED TIME NONCOMPLIANCE IS EXPECTED TO CONTINUE; AND REQUIRED TIMEFRAME OR AN ASSURANCE THAT THEY WILL BE CONCRETE, ASPHALT OR RETAINING OPERATING UNIT. ENDANGER STEPS TAKEN OR PLANNED TO REDUCE, ELIMINATE, AND PREVENT PROVIDED AS SOON AS POSSIBLE. WALLS HEALTH OR THE REOCCURRENCE OF THE NONCOMPLIANCE. [40 CFR 122.41(L)(6). * ROLLED EROSION CONTROL NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY ENVIRONMENT[40 * DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN PRODUCTS WITH GRASS SEED INSPECTION REQUIREMENT. CFR 122.41(L)(7)] REPORT ON A CASE-BY-CASE BASIS. PART II, SECTION G, ITEM (4) CONCRETE WASHOUTS DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 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. 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 3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN ADDITION PLACE THE MIXER AND ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER 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 AND WITHIN LOT PERIMETER SILT FENCE. WATER FROM THE SURFACE SHALL BE RARE (FOR EXAMPLE, TIMES WITH EXTENDED COLD WEATHER). NON-SURFACE WITHDRAWALS FROM SEDIMENT BASINS SHALL BE ALLOWED 4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE APPLICABLE. IF AN ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT YOUR ONLY WHEN ALL OF THE FOLLOWING CRITERIA HAVE BEEN MET: 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. (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 5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR SIDEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY NOT BE WILL OCCUR. THE NON-SURFACE WITHDRAWAL PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT. SHALL NOT COMMENCE UNTIL THE E&SC PLAN AUTHORITY HAS APPROVED THESE ITEMS, 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 (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, AVAILABLE. AT A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST TO THE WASHOUT WHICH COULD RECEIVE SPILLS OR OVERFLOW. (c) DEWATERING DISCHARGES ARE TREATED WITH CONTROLS TO MINIMIZE DISCHARGES OF POLLUTANTS FROM STORMWATER THAT IS REMOVED FROM THE SEDIMENT BASIN. 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 EXAMPLES OF APPROPRIATE CONTROLS INCLUDE PROPERLY SITED, DESIGNED AND MAINTAINED DEWATERING TANKS, WEIR TANKS, AND FILTRATION SYSTEMS, REQUIRED BY THE APPROVING AUTHORITY. (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 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 DESCRIBED IN ITEM (C) ABOVE, LOCATION. (e) VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, AND RIPRAP ARE PROVIDED AT THE DISCHARGE POINTS OF ALL DEWATERING DEVICES, AND 9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT OVERFLOW EVENTS. REPLACE THE TARP, SAND BAGS OR OTHER TEMPORARY (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 STRUCTURAL COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING ALTERNATIVE OR PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS. SEDIMENT INTO WATERS OF THE UNITED STATES. 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. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED 1. SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING WASTE CONTAINERS. EXPOSED DURING CONSTRUCTION, SELECTING FROM THE NC DWR LIST OF 2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G APPROVED PAMS/FLOCCULANTS. DUMPSTER, TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND 2. APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT DOMESTIC WASTES. CONTROL MEASURES. 3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN 3. APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE LIST OF APPROVED PAMS/FLOCCULANTS AND IN ACCORDANCE WITH THE REASONABLY AVAILABLE. MANUFACTURER'S INSTRUCTIONS. 4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL 4. PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER AMOUNTS OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN BEFORE DISCHARGING OFFSITE. DIRECTLY TO A STORM DRAIN, STREAM OR WETLAND. 5. STORE FLOCCULANTS IN LEAK-PROOF CONTAINERS THAT ARE KEPT UNDER 5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE STORM-RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT STORM EVENTS OR PROVIDE SECONDARY CONTAINMENT. REPAIR OR STRUCTURES. REPLACE DAMAGED WASTE CONTAINERS. 6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF EQUIPMENT AND VEHICLE MAINTENANCE HIGH WINDS. 1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS. 7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP 2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT. IMMEDIATELY IF CONTAINERS OVERFLOW. 3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING 8. DISPOSE WASTE OFF-SITE AT AN APPROVED DISPOSAL FACILITY. EQUIPMENT FROM THE PROJECT. 9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED 4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND WASTE CONTAINERS. PROPERLY DISPOSE AS HAZARDOUS WASTE (RECYCLE WHEN POSSIBLE). 5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM HAZARDOUS AND TOXIC WASTE SERVICE UNTIL THE PROBLEM HAS BEEN CORRECTED. 1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON-SITE. 6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND 2. PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER OR IN SECONDARY OTHER PETROLEUM PRODUCTS TO A RECYCLING OR DISPOSAL CENTER CONTAINMENT. THAT HANDLES THESE MATERIALS. 3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS DIRECTLY ON THE GROUND. | EN DIGITALLY SIGNED AND SEALED PE ON THE DATE ADJACENT TO THE ER. F THIS DOCUMENT ARE NOT ED AND SEALED AND THE BE VERIFIED ON ANY ELECTRONIC | |
|---|---|---|
| AV AV ainigriV ,sweN ,hcaeB 002 4701-378-919 etiuS moc.SEINAPMOCCRT.www 1950-F tropweN nrehtroN ainigriV ,evirD 11572 # esneciL htuoS :xaF CN AV ,yraC 0601-378-919 hgrubnidE mriF AV ,ellivsettolrahC AV ,grubskcalB CN ,dnomhciR 411 .CNI ,SREENIGNE CRT TN | ||
| EMECALPER TREVLUC EVA HTEBAZILE SETON CN ,NREB 10GCN WEN | ||
| REVISIONS DESIGNED BY: LAB | ||
| DRAWN BY: JGC CHECKED BY: IUS | ||
| SCALE: - | ||
| DATE: 06/24/2025 | ||
| PROJECT NUMBER: 617192 | ||
| C2.1 |
| GROUND STABILIZATION AND MATERIALS HANDLING PRACTIC |
|---|
| COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PER |
| Implementing the details and specifications on this plan sheet w construction activity being considered compliant with the Groun Materials Handling sections of the NCG01 Construction General and F, respectively). The permittee shall comply with the Erosio Control plan approved by the delegated authority having jurisdic specifications shown on this sheet may not apply depending on the delegated authority having jurisdiction. |
| 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 COMPLETE, 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. | 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. |
| REQUIRED GROUND STABILIZATION TIMEFRAMES | ||
|---|---|---|
| SITE AREA DESCRIPTION | STABILIZE WITHIN THIS MANY CALENDAR DAYS AFTER CEASING LAND DISTURBANCE | TIMEFRAME V |
| (A) PERIMETER DIKES, SWALES, DITCHES, AND PERIMETER SLOPES | 7 | NON |
| (B) HIGH QUALITY WATER (HQW) ZONES | 7 | NON |
| (C) SLOPES STEEPER THAN 3:1 | 7 | IF SLOPES ARE 10' OF LES NOTE STEEPER THAN 2: |
| (D) SLOPES 3:1 TO 4:1 | 14 | -7 DAYS FOR SLOPES G LENGTH AND WITH SLOP -7 DAYS FOR PERIMET DITCHES, PERIMETER SLO -10 DAYS FOR FALLS |
| (E) AREAS WITH SLOPES FLATTER THAN 4:1 | 14 | -7 DAYS FOR PERIMET DITCHES, PERIMETER SLO -10 DAYS FOR LAKE W THERE IS ZE |
| 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 (AND 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) STORMWATE R DISCHARGE OUTFALLS (SDOS) | 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, ITEM (2)(A) OF THIS PERMIT. |
| (6) GROUND STABILIZATIO N MEASURES | (6) GROUND STABILIZATI ON MEASURESA FTER 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. |
| OCCURRENCE | REPORTING TIMEFRAMES (AFTER DISCOVERY) AND OTHER REQUIREMENT |
|---|---|
| (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) 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 OR 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(L)(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(L)(6). * DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE-BY-CASE BASIS. |
| TEMPORARY SEEDING | PERMANENT STAB |
|---|---|
| * TEMPORARY GRASS SEED COVERED WITH STRAW OR OTHER MULCHES AND TACKIFIERS * HYDROSEEDING * ROLLED EROSION CONTROL PRODUCTS WITH OR WITHOUT TEMPORARY GRASS SEED * APPROPRIATELY APPLIED STRAW OR OTHER MULCH PLASTIC SHEETING | * PERMANENT GRASS S WITH STRAW OR OTHER TACKIFIER * GEOTEXTILE FABRI PERMANENT SOIL REIN MATTING * HYDROSEED * SHRUBS OR OTHER PLANTINGS COVERED * UNIFORM AND EVENLY GROUND COVER SUF RESTRAIN ERO * STRUCTURAL METHO CONCRETE, ASPHALT O WALLS * ROLLED EROSION PRODUCTS WITH GR |
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