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Home My WebLink AboutUSACE McCotter Canal Bank Stabilization Approval (SAW-2024-00327) Hartshorn, Blake From:Scarbraugh, Anthony D CIV USARMY CESAW (USA) <Anthony.D.Scarbraugh@usace.army.mil> Sent:Wednesday, April 10, 2024 2:34 PM To:cmcgee@havelocknc.us Cc:kmcox@hazenandsawyer.com; Tankard, Robert; Hartshorn, Blake Subject:\[External\] Verification of Nationwide Permit #13 for McCotter Canal Bank Stabilization/City of Havelock/Craven County (SAW-2024-00327) Attachments:20240410_SAW-2024-00327_NWP 13.pdf CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Good afternoon, Please find attached, the Nationwide Permit 13 with conditions associated with proposed stabilization of an eroding canal bank at the subject property. No hardcopies will be mailed. If you have any further questions or concerns, please feel free to contact me. V/r Anthony Scarbraugh Anthony Scarbraugh Regulatory Specialist US Army Corps of Engineers Washington Regulatory Field Office 2407 W. 5th Street Washington, NC 27889 Phone: (910) 251-4619 Email: anthony.d.scarbraugh@usace.army.mil We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: https://regulatory.ops.usace.army.mil/customer-service-survey/ Thank you for taking the time to visit this site and complete the survey. 1 DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT WILMINGTON REGULATORY OFFICE 69 DARLINGTON AVENUE WILMINGTON NORTH CAROLINA 28403 April 10, 2024 Regulatory Division SAW-2024-00327 Mr. Chris McGee Havelock City Manager City of Havelock Post Office Box 368 Havelock, North Carolina 28532 Via Email: cmcgee@havelocknc.us Dear Mr. McGee: This letter is in response to the Pre-Construction Notification (PCN) you submitted to the Wilmington District, Washington Regulatory Field Office on February 12, 2024, for a Department of the Army Nationwide permit (NWP) verification. This project has been assigned the file number SAW-2024-00327 and is known as McCotter Canal Bank Stabilization / City of Havelock / Craven County. This file number should be referenced in all correspondence concerning this project. A review of the information provided indicates that the proposed work would include the permanent discharge 0.001 cubic yards per running foot of fill material along 2,637 linear feet (0.08 acres) and 3,079 linear feet (0.46 acres) of temporary fill of canal bank below the Ordinary High Water Mark to facilitate the stabilization of an eroding bank. The project area for this determination includes an 9.8 acre(s) area which is illustrated on the enclosed site plans/maps. The project/review area is located along an unnamed tributary of Shop Branch; off US Highway 70 South, 0.1 miles SSE of the intersection of McCotter Boulevard and US Highway 70 South, at Latitude 34.871698 and Longitude - 76.901979; in Havelock, Craven County, North Carolina. We have determined that the proposed work is authorized by Nationwide Permit No. 13 pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.C § 1344). The proposed work must be accomplished in strict accordance with the general permit conditions, any regional conditions, the application materials, and the enclosed plans. If the extent of the project area and/or nature of the authorized impacts to waters are modified, a revised PCN must be submitted to this office for written approval before work is initiated. Any violation of permit conditions or deviation from your submitted plans may subject the permittee to enforcement action. This verification is valid until March 14, 2026, unless prior to this date the subject NWP(s) is suspended, revoked, or is modified such that the activity no longer complies with the terms and conditions of this NWP. If you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. This NWP verification does not preclude the necessity to obtain any other Federal, State, or local permits, licenses, and/or certifications, which may be required. If you have any questions related to this verification or have issues accessing documents referenced in this letter, please contact Anthony D. Scarbraugh, Regulatory Specialist of the Washington Regulatory Field Office at (910) 251-4619, by mail at the above address, or by email at anthony.d.scarbraugh@usace.army.mil. Please take a moment to complete our customer satisfaction survey located at https://regulatory.ops.usace.army.mil/customer-service-survey/. Sincerely, Anthony D. Scarbraugh Regulatory Specialist Enclosures Ec (w/enclosures) Katelyn Cox, Hazen and Sawyer (kmcox@hazenandsawyer.com) Robert Tankard, NC Division of Water Resources (robert.tankard@deq.nc.gov) Blake Hartshorn, NC Division of Water Resources (blake.hartshorn@deq.nc.gov) Compliance Certification Form File Number: SAW-2024-00327 County: Craven Permittee: City of Havelock, Mr. Chris McGee Project Name: McCotter Canal Bank Stabilization / City of Havelock / Craven County Date Verification Issued: 4/10/2024 Project Manager: Anthony D. Scarbraugh Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS Wilmington District Attn: Anthony D. Scarbraugh Washington Regulatory Field Office 2407 West 5th Street Washington, North Carolina 27889 or anthony.d.scarbraugh@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work, and mitigation (if applicable), authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit including any general or specific conditions. Date Authorized Work Started: ___________ Completed: ___________ Describe any deviations from permit (attach drawing(s) depicting the deviations): ______________________________________________________________________ ______________________________________________________________________ *Note: The description of any deviations on this form does not constitute approval by the Corps. __________________________________ ______________________ Signature of Permittee Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ®0 1,500750 Feet 1 inch equals 1,500 feet Impact Index Map McCotter Canal Bank Stabilization Project Havelock, NC Legend Project Limits Impact Area Impact Site S1 - 104 ft (907 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S2 - 61 ft (61 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 1 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S3 - 90 ft (733 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S4 - 45 ft (45 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 2 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S5 - 151 ft (1,155 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S6 - 110 ft (110 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 3 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Staging Area Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S7 - 125 ft (1,008 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S8 - 85 ft (85 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 4 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Staging Area Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S9 - 215 ft (1,635 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S10 - 176 sq ft (176 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 5 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S11 - 275 ft (1,874 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S12 - 235 ft (235 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 6 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S13 - 239 ft (1,974 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S14 - 198 ft (198 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 7 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S15 - 142 ft (1,049 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S16 - 100 ft (100 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 8 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S17 - 965 ft (6,304 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S18 - 921 ft (921 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 9 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Staging Area Stream Centerline Proposed Culvert Project Limits Sandbag Dike Pump Around Components Impact Site S17 - 965 ft (6,304 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S18 - 921 ft (921 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 10 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Staging Area Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S17 - 965 ft (6,304 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S18 - 921 ft (921 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 11 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S19 - 406 ft (2,861 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S20 - 361 ft (361 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 12 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Project Limits Sandbag Dike Pump Around Components Impact Site S19 - 406 ft (2,861 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S20 - 361 ft (361 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 13 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components Impact Site S21 - 367 ft (2,899 sq ft) of total temporary impact Erosion and Sediment Control Impact Site S22 - 327 ft (327 sq ft) of total permanent impact Soil Lift 0 5025 Feet 1 inch equals 50 feet®Proposed Impacts Map 14 McCotter Canal Bank Stabilization Havelock, NC Legend Permanent Impacts McCotter Temporary Impacts McCotter Drainage Swale Drainage Swale Centerline Stream Toe of Slope Soil Lift Area New Grass and Grading Stream Centerline Proposed Culvert Silt Fence Project Limits Sandbag Dike Pump Around Components CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA McCOTTER CANAL BANK STABILIZATION LOCATION MAP 1" = 2000' 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 HAZEN NO.: 30906-306 FEBRUARY 2024 Mc C O T T E R B L V D FONTANA BLVD / HWY 101 M A I N S T / H W Y 7 0 McCOTTER CANAL AND ACCESS ROAD L. SALEEBY S. KANE C01 CIVIL GENERAL NOTES, LEGEND, AND DRAWING INDEXT. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 2 8 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 1 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 1 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: SURVEY NOTES 1. SITE SURVEY, DATED OCTOBER 2023, PREPARED BY STEWART, INC (2018 EASTWOOD RD, STE 107/108, WILMINGTON, NC 28403 (910) 796-0145). 2. HORIZONTAL CONTROL REFERENCED TO NORTH CAROLINA STATE GRID (NAD83/2011). VERTICAL CONTROL REFERENCED TO NAVD88. 3. ONLY VISIBLE UTILITIES OBTAINED DURING SITE SURVEY. SUBSURFACE AND AERIAL UTILITY INFORMATION SHALL BE CONFIRMED AND / OR OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4. BOUNDARY SURVEY NOT CONDUCTED. EASEMENTS AND PROPERTY LINES SHOWN ON THE CONTRACT DRAWINGS OBTAINED FROM AVAILABLE GIS DATA AND SHALL BE CONSIDERED APPROXIMATE. THE CONTRACTOR SHALL VERIFY PROPERTY AND EASEMENT LINES PRIOR TO CONSTRUCTION. 5. DATE OF SURVEY: 08/22/23-09/19/23 6. THIS SURVEY IS LOCATED IN ZONE X ACCORDING TO FEMA FLOOD MAP NUMBER 3720642000K BEARING A REVISION DATE OF 06/19/2020. SURVEY CONTROL POINT GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND DIMENSIONS WHERE NEW WORK WILL MATCH EXISTING. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE APPROPRIATE AUTHORITIES, DEPARTMENTS, AND / OR AGENCIES HAVING JURISDICTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3. THE CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING PAVEMENT, TREES, VEGETATION, STRUCTURES, UTILITIES, ETC NOT INDICATED TO BE DEMOLISHED OR REMOVED. DAMAGE TO FEATURES NOT INDICATED TO BE DEMOLISHED OR REMOVED, WHETHER WITHIN OR OUTSIDE THE LIMIT OF DISTURBANCE, SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PROVIDE PRE- AND POST-CONSTRUCTION PHOTOGRAPHS OF ALL DISTURBED AREAS. 4. UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEY INFORMATION. KNOWN WATER LINE AND FIBER OPTIC LINES LOCATED ALONG THE ACCESS ROAD HAVE NOT BEEN PREVIOUSLY LOCATED AND ARE NOT SHOWN ON THE CONTRACT DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ALL UTILITIES AND AVOID DAMAGE TO THEM. THE CONTRACTOR SHALL REQUEST UNDERGROUND UTILITY LOCATION MARK-OUT FOR ALL SUBSURFACE UTILITIES AT LEAST THREE (3) WORKING DAYS BUT NO MORE THAN TWELVE (12) WORKING DAYS PRIOR TO EXCAVATION, INCLUDING SOIL DRILLING. 5. WHERE PROPOSED WORK IS IN THE VICINITY OF UTILITY POLES, SUCH THAT SUPPORT OF THE POLE(S) WILL BE REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE UTILITY, PUBLIC OR PRIVATE, OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE UTILITY FOR SUPPORT AND / OR RELOCATION. 6. WHERE OVERHEAD POWER LINES ARE PRESENT, THE CONTRACTOR MUST CONTACT THE UTILITY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE MINIMUM REQUIRED EQUIPMENT CLEARANCE (MEC) DISTANCE BASED UPON LINE STRENGTH. 7. DURING EXCAVATION AND PLACEMENT OF UTILITIES, THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS AND SHALL SUBMIT TO THE ENGINEER FOR REVIEW SHEET PILING, SHORING, AND / OR BRACING DESIGNS PREPARED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA, AS MAY BE NECESSARY TO COMPLY WITH THESE REGULATIONS. 8. DISCHARGE FROM ALL DEWATERING AND PUMPING OPERATIONS SHALL BE DISCHARGED TO AN ENVIRONMENTALLY ACCEPTABLE LOCATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 9. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS GENERATED DURING THE PROJECT AT AN OFFSITE AND PROPERLY PERMITTED DISPOSAL FACILITY. 10. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE AND MAINTAIN ALL PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A NORTH CAROLINA REGISTERED LAND SURVEYOR, AT THE CONTRACTOR'S EXPENSE, SHALL REPLACE PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE. 11. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING TEMPORARY SHORING NEEDS. SHORING PLANS SHALL BE PREPARED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED TO THE ENGINEER. 12. THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR THE TEMPORARY SUPPORT AND / OR RELOCATION OF UTILITIES THAT CONFLICT WITH CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: SUBSURFACE UTILITY LINES, OVERHEAD UTILITY LINES, UTILITY POLES, AND GUY WIRES. 13. THE ACCESS ROAD SHALL BE REGRADED AND RESURFACED WITHIN THE LIMITS OF DISTURBANCE, AS SHOWN ON THE CONTRACT DRAWINGS. DAMAGE CAUSED BY THE CONTRACTOR TO THE ACCESS ROAD OUTSIDE OF THE LIMITS OF DISTURBANCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 14. NO TREES SHALL BE REMOVED UNLESS OTHERWISE DIRECTED IN THE FIELD BY THE ENGINEER OR CITY. DOUBLE LAYER SOIL LIFT GRAVEL ROAD / PARKING AREA PROPOSED LEGEND 1+00 2+00 CANAL CENTERLINE LOD LIMIT OF DISTURBANCE STORM DRAIN PIPE GRASS SHOULDER DRAIN BASIN GRASS ROADSIDE SWALE WATER VALVE UTILITY POLE GUY WIRE GRAVEL ROAD X CHAIN LINK FENCE PROPERTY LINE EASEMENT LINE STORM DRAIN PIPE OVERHEAD ELECTRICOHE EIP IRON PIPE MAJOR CONTOUR MINOR CONTOUR 25 EXISTING LEGEND RIPRAP ROCK OUTLET PROTECTION PUMP FILTER BAG LAYDOWN AREA FB SAND BAG DIVERSION EROSION AND SEDIMENT CONTROL LEGEND SF SF SILT FENCE TPA TEMPORARY PUMP AROUND CLEARWATER DIVERSION PIPE ROP ABBREVIATIONS ABC AGGREGATE BASE COURSE BOT BOTTOM CL CENTERLINE CLL CONSTRUCTION LIMIT LINE DB DRAIN BASIN DET DETAIL DWG DRAWING E EASTING EG EXISTING GRADE EL ELEVATION EOG EDGE OF GRAVEL EQPT EQUIPMENT EX EXISTING FB FILTER BAG HP/GB HIGH POINT/GRADE BREAK HDPE HIGH DENSITY POLYETHYLENE PIPE INV INVERT LF LINEAR FEET LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM N NORTHING OC ON CENTER OHE OVERHEAD ELECTRIC P PUMP PID PROPERTY IDENTIFICATION NUMBER PT POINT RD ROAD REF REFERENCE ROP ROCK OUTLET PROTECTION SF SILT FENCE SL SOIL LIFT STA STATION TEMP TEMPORARY TPA TEMPORARY PUMP AROUND TRM TURF REINFORCEMENT MAT TYP TYPICAL UTIL UTILITY W/ WITH P CANAL CENTERLINE TOE OF BANK TOP OF BANK CANAL CONSTRUCTION LIMIT LINE DRAWING LIST NUMBER TITLE C00 COVER C01 GENERAL NOTES, LEGEND, AND DRAWING INDEX C02 OVERALL PLAN C03 ENTRANCE C04 SITE PLAN - AREA 1 C05 SITE PLAN - AREA 2 C06 SITE PLAN - AREA 3 C07 SITE PLAN - AREA 4 C08 SITE PLAN - AREA 5 C09 SITE PLAN - AREA 6 C10 SITE PLAN - AREA 7 C11 SITE PLAN - AREA 8 C12 SITE PLAN - AREA 9-1 C13 SITE PLAN - AREA 9-2 C14 SITE PLAN - AREA 9-3 C15 SITE PLAN - AREA 9-4 C16 SITE PLAN - AREA 10-1 C17 SITE PLAN - AREA 10-2 C18 SITE PLAN - AREA 11-1 C19 SITE PLAN - AREA 11-2 ESC01 EROSION AND SEDIMENT CONTROL PLAN - ENTRANCE LOCATION ESC02 EROSION AND SEDIMENT CONTROL PLAN - AREA 1 ESC03 EROSION AND SEDIMENT CONTROL PLAN - AREA 2 ESC04 EROSION AND SEDIMENT CONTROL PLAN - AREA 3 ESC05 EROSION AND SEDIMENT CONTROL PLAN - AREA 4 ESC06 EROSION AND SEDIMENT CONTROL PLAN - AREA 5 ESC07 EROSION AND SEDIMENT CONTROL PLAN - AREA 6 ESC08 EROSION AND SEDIMENT CONTROL PLAN - AREA 7 ESC09 EROSION AND SEDIMENT CONTROL PLAN - AREA 8 ESC10 EROSION AND SEDIMENT CONTROL PLAN - AREA 9-1 ESC11 EROSION AND SEDIMENT CONTROL PLAN - AREA 9-2 ESC12 EROSION AND SEDIMENT CONTROL PLAN - AREA 9-3 ESC13 EROSION AND SEDIMENT CONTROL PLAN - AREA 9-4 ESC14 EROSION AND SEDIMENT CONTROL PLAN - AREA 10-1 ESC15 EROSION AND SEDIMENT CONTROL PLAN - AREA 10-2 ESC16 EROSION AND SEDIMENT CONTROL PLAN - AREA 11-1 ESC17 EROSION AND SEDIMENT CONTROL PLAN - AREA 11-2 CD01 CIVIL DETAILS 1 CD02 CIVIL DETAILS 2 CD03 CIVIL DETAILS 3 CD04 CIVIL DETAILS 4 CD05 CIVIL DETAILS 5 CD06 CIVIL DETAILS 6 TEST TEST SOIL BORING TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT X SPLIT-RAIL FENCE Boring Location Table Point # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Description B-1 B-2 B-3 B-4 B-5 B-6 PROP B-7 PROP B-8 PROP B-9 PROP B-10 PROP B-11 PROP B-12 PROP B-13 PROP B-14 Northing 410707.02 415298.66 415968.76 416025.98 416152.76 416651.25 415935.96 415986.53 416016.53 416048.32 416067.25 416448.08 416541.61 416523.95 Easting 2633074.42 2633860.28 2634728.90 2636709.74 2638006.31 2639184.18 2634036.90 2635448.94 2636212.65 2637121.51 2637665.65 2638270.21 2638664.58 2639148.48 Latitude N034.859996 N034.872564 N034.874354 N034.874395 N034.874667 N034.875967 N034.874304 N034.874361 N034.874398 N034.874432 N034.874452 N034.875463 N034.875696 N034.875619 Longitude W076.889447 W076.886502 W076.883559 W076.876952 W076.872621 W076.868659 W076.885868 W076.881158 W076.878610 W076.875578 W076.873763 W076.871720 W076.870399 W076.868787 L. SALEEBY S. KANE C02 CIVIL OVERALL PLANT. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 2 8 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 2 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 1 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: SCALE: 1" = 500' PLAN 250 1"=500' 500 0 500' McCOTTER BLVD FO N T A N A B L V D / H W Y 1 0 1 C04 /ESC 0 2 - A R E A 1 C05/ESC03 - AREA 2 Mc C O T T E R C A N A L & A C C E S S R D WEBB BL V D C06/ESC04 - AREA 3 C07/ESC05 - AREA 4 C09/ESC07 - AREA 6 C10/ESC08 - AREA 7 C11/ESC09 - AREA 8 C12/ESC10 - AREA 9-1 C16/ESC14 - AREA 10-1 C19/ESC17 - AREA 11-2 C08/ESC06 - AREA 5 C13/ESC11 - AREA 9-2 C14/ESC12 - AREA 9-3 C15/ESC13 - AREA 9-4 C17/ESC15 - AREA 10-2 C18/C18 - AREA 11-1 C03 - McCOTTER CANAL ACCESS ROAD ENTRANCE CONSTRUCTION LIMIT LINE, TYP NOTES: 1. IMAGERY SOURCE: USGS 2016 AERIAL. B-1 B-2 PROP B-7 B-3 PROP B-8 PROP B-9 PROP B-10 PROP B-11 PROP B-12 PROP B-13PROP B-14 B-4 B-5 B-6 ESC04 - ADDITIONAL LAYDOWN AREA NOTE: PROP BORINGS ARE BEING MOBILIZED. THE RESULTS WILL BE INCORPORATED INTO THE BID DOCUMENTS. LO D LO D LO D LOD LO D LO D LO D L O D LOD LODLODLOD LO D LO D LO D LO DLODLODLODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LODLOD LOD UNITE D S T A T E S O F A M E R I C A PID: 6 - 2 2 1 - 0 2 5 DB 36 7 , P G 3 5 5 CITY O F H A V E L O C K PID: 6 - 2 2 1 - 0 1 7 DB 34 8 7 , P G 1 8 1 2 ESSA N T E E T H E A T R E S I N C PID: 6 - 2 2 1 - 0 1 5 DB 10 2 3 , P G 0 0 8 4 UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 CITY OF HAVELOCK PID: 6-221-017 DB 952 PG 408 ESSANTEE THEATRES INC PID: 6-221-015 DB 1023 PG 0084 L. SALEEBY S. KANE C03 CIVIL ENTRANCET. SCHUELER SCALE: 1"=20' PLAN 10 20'020 1"=20' PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 2 9 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 3 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 2 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: McCOTTER CANAL US 70 MCCOTTER CANAL ACCESS ROAD ENTRANCE PROPERTY BOUNDARY, TYP MC C O T T E R C A N A L A C C E S S R O A D LOD, TYP PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROVIDE PROTECTION FOR EXISTING UTILITIES, TYP ACCESS TO LAYDOWN AREA 25 20 25 20 25 25 25 26 26 27 17 25 27 UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 FREEUP STORAGE HAVELOCK, LLCPID: 6-220-A-112 DB 3731, PG 1741 CITY OF HAVELOCK PID: 6-220-D-00B DB 952 PG 408 MC B, PG 312 CITY OF HAVELOCKPID: 6-220-D-00B DB 952 PG 408 MC B, PG 312 CITY OFHAVELOCK - LIMITS X X X X X X X X X X MAGNAIL #8N: 410602.10E: 2633029.10 ELEV: 24.84 MAGNAIL #7N: 410758.74E: 2633122.08ELEV: 24.99 21+00 22+00 23+00 FL O W FLOW FLOW EOG REF PT STA: 22+61 EX. EL: 25.0 PROP. EL.: 24.9 EOG REF PT STA: 22+00 EL: 25.0 PROP. EL: 25.0 SL BEGIN STA: 22+00 EL: 18.2 SL END STA: 22+61 EL: 18.4 CANAL CL STA: 22+48 EL: 16.4 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LO D LOD LO D LO D LODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D L. SALEEBY S. KANE C04 CIVIL SITE PLAN - AREA 1T. SCHUELER SCALE: 1"=10' PLAN AREA 1 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 2 9 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 4 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 7 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. THE CANAL CENTERLINE (CANAL CL) AND PROPOSED ROAD EDGE ON THE CANAL-SIDE OF THE ROAD (REF PT) ARE USED AS REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE LAYER SOIL LIFT BANK STABILIZATION. SEE DETAILS ON DRAWING CD04. NOTE THAT PROVIDED ROAD EDGE ELEVATIONS ARE EXISTING ELEVATIONS AT THE PROPOSED ROAD EDGE LOCATION. ROAD EDGE ELEVATIONS ARE SUBJECT TO CHANGE AS A RESULT OF CONSTRUCTION. 2. THE CANAL INVERT AND PROPOSED ROAD EDGE ON THE LANDWARD-SIDE OF THE ROAD ARE USED AS REFERENCE ELEVATIONS FOR CONSTRUCTION OF STORM DRAINAGE INFRASTRUCTURE AND ROADSIDE SWALES. SEE DETAILS ON DRAWING CD05. 3. THE PROPOSED ROADSIDE SWALE BOUNDARIES REPRESENT THE APPROXIMATE MAXIMUM EXTENTS OF SWALE GRADING. THE CONTRACTOR SHALL ADJUST GRADING TO ACCOMMODATE CONSTRAINTS SPECIFIC TO EACH WORK AREA. CONSTRAINTS INCLUDE BUT ARE NOT LIMITED TO: AVOIDANCE OF OPEN WATER, WETLANDS, UTILITIES, AND SIGNIFICANT EXCAVATIONS OF EXISTING EARTHEN BERMS. THE CONTRACTOR SHALL INCLUDE SWALE GRADING LIMITS IN THE PRE-CONSTRUCTION STAKE-OUT FOR APPROVAL BY THE ENGINEER. 4. PROPOSED STORMWATER DRAINAGE ELEVATIONS SHALL BE CONSIDERED APPROXIMATE. CONSTRUCTION SHALL ADHERE TO THE MINIMUM DIMENSIONS AND STANDARDS PROVIDED ON DRAWING CD05. 5. CONTRACTOR SHALL PLACE ALUMINUM SIGNS STATING "NO MOWING WITHIN 18" OF GROUND SURFACE ON CANAL SLOPE." AT A 300 FT INTERVAL ALONG THE CANAL BANK. SIGNS SHALL BE LOCATED ON THE SHOULDER, 1'-3' FROM THE EDGE OF GRAVEL. DB-01 SEE DETAIL 1, DWG CD05 SWALE-01 SEE DETAIL 1, DWG CD05 PIPE-01 SEE DETAIL 1, DWG CD05 RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE SL-01 SEE TABLE 1, DWG CD04 GRASS SHOULDER, TYP SLOPE TO CANAL EOG, TYP SL O P E S L O P E CHAINLINK FENCE, TYP TOB, TYP TOE, TYP FLOW 10'10' LOD, TYP EOG, TYP AREA 1 5 1"=10' 10 0 10'1"=1,500' KEY MAP CLL, TYP B-1 20 20 25 26 28 27 26 25 16 17 24 24 23 24 RUSSELL LEE REEDPID: 6-220-D-I-005 DB 1250 PG 687 LOT 5, BLK 1, SEC. 2MC B, PG 312 UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 CITY OF HAVELOCK PID: 6-220-D-00B DB 952 PG 408MC B, PG 312 WILLY LINARESMARIA OTILIA LINARESPID: 6-220-D-I-006 DB 3732, PG 1343 LOT 6, BLK 1, SEC. 2MC B, PG 312 15' DRAINAGE ESMT 4 0 ' D R A I N A G E E S M T CITY OFHAVELOCK - LIMITS X X X X X X X X X MAGNAIL #6 N: 415215.75 E: 2633865.42 ELEV: 24.71 70+00 71+00 72+00 FLOW FLOW FL O W EOG REF PT STA: 70+98 EX. EL: 24.5 PROP. EL.: 24.4 EOG REF PT STA: 70+53 EX. EL: 24.3 PROP. EL.: 24.3 LOD LO D LODLO D LO D LO D LODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C05 CIVIL SITE PLAN - AREA 2T. SCHUELER SCALE: 1"=10' PLAN AREA 2 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 2 9 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 5 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 7 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. DB-02 SEE DETAIL 1, DWG CD05 SWALE-02 SEE DETAIL 1, DWG CD05 PIPE-02 SEE DETAIL 1, DWG CD05 RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE SL-2 SEE TABLE 1, DWG CD04 GRASS SHOULDER, TYP SLOPE TO CANAL EOG, TYP EOG, TYP S L O P E SL O P E WOOD FENCE, TYPSL END STA: 70+98 EL: 17.4 SL BEGIN STA: 70+53 EL: 17.2 CANAL CL STA: 70+92 EL: 16.3 TOB, TYP TOE, TYP FLOW 10'10' LOD, TYP AREA 2 5 1"=10' 10 0 10'1"=1,500' KEY MAP CLL, TYP B-2 20 20 25 20 20 25 27 26 16 16 23 24 17 16 26 HEATHER J. HARKLEY PID: 6-220-K-033 DB 2277, PG 527 LOT 33MC C, SLIDE 176 HEATHER J. HARKLEY PID: 6-220-K-033 DB 2277, PG 527 LOT 33MC C, SLIDE 176DAN A. PARTELLO KRISTEN KRAMER PID: 6-220-K-054 DB 2885, PG 497 LOT 54MC C, SLIDE 176 CITY OF HAVELOCK PID: 6-220-069 DB 952, PG 408 CITY OF HAVELOCK PID: 6-220-069 DB 952, PG 408 UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 10' DRAINAGE ESMT X X X X X X X X X X X X X X X X X MAGNAIL #12 N: 415922.85 E: 2633946.13 ELEV: 24.81 78+00 79+00 80+00 FLOW FL O W FLOW EOG REF PT STA: 79+58 EX. EL: 24.4 PROP. EL.: 24.2 EOG REF PT STA: 78+47 EX. EL: 24.5 PROP. EL.: 24.6 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LO D LOD LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C06 CIVIL SITE PLAN - AREA 3T. SCHUELER SCALE: 1"=10' PLAN AREA 3 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 0 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 6 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 7 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. DB-03 SEE DETAIL 1, DWG CD05 SWALE-03 SEE DETAIL 1, DWG CD05 PIPE-03 SEE DETAIL 1, DWG CD05 RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE SL-03 SEE TABLE 1, DWG CD04 GRASS SHOULDER, TYP SLOPE TO CANAL EOG, TYP EOG, TYP S L O P E SL O P E WOOD FENCE, TYP SL END STA: 79+57 EL: 15.9 TOB, TYP TOE, TYP FLOW 10'10' CANAL CL STA: 79+08 EL: 15.3 SL BEGIN STA: 78+47 EL: 16.1 LOD, TYP AREA 3 5 1"=10' 10 0 10'1"=1,500' KEY MAP CLL, TYP PROP B-7 20 25 20 25 25 15 15 26 16 21 22 23 24 24 26 25 24 20 16 20 25 EMMIT JAKES PID: 6-220-T-005 DB 3703, PG 1959 LOT 44, SEC. TWO MC G, SLIDE 44-A HEATHER J. HARKLEY PID: 6-220-K-033 DB 2277, PG 527 LOT 33MC C, SLIDE 176 UNITED STATES OF AMERICAPID: 6-221-025 DB 367, PG 355 CITY OF HAVELOCK PID: 6-220-069 DB 952, PG 408 20 ' D R A I N A G E E S M T 10' DRAINAGE ESMT 30 ' D R A I N A G E E S M T X X X X X X X X X X X MAGNAIL #9 N: 415960.55 E: 2634936.09 ELEV: 24.88 86+00 87+00 88+00 FL O W FLOW FLOW EOG REF PT STA: 86+80 EX. EL: 25.0 PROP. EL.: 24.5 EOG REF PT STA: 85+96 EX. EL: 24.8 PROP. EL.: 24.6 LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LO D LOD LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C07 CIVIL SITE PLAN - AREA 4T. SCHUELER SCALE: 1"=10' PLAN AREA 4 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 0 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 7 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 7 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. DB-04 SEE DETAIL 1, DWG CD05 SWALE-04 SEE DETAIL 1, DWG CD05 PIPE-04 SEE DETAIL 1, DWG CD05 RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE SL-04 SEE TABLE 1, DWG CD04 GRASS SHOULDER, TYP SLOPE TO CANAL SL O P E SL O P E WOOD FENCE, TYP EOG, TYP EOG, TYP SL END STA: 86+81 EL: 15.8 TOB, TYP TOE, TYP FLOW 10'10' SL BEGIN STA: 85+96 EL: 15.5 CANAL CL STA: 86+37 EL: 14.8 LOD, TYP AREA 4 5 1"=10' 10 0 10'1"=1,500' KEY MAP CLL, TYP B-3 20 15 15 20 25 25 25 27 26 26 14 14 25 20 15 15 20 25 25 25 26 UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 3 0 ' D R A I N A G E E S M T 30' DR A I N A G E E S M T CITY OF HAVELOCK PID: 6-220-069 DB 952, PG 408 10' DRAINAGE ESMT. RICHARD A. SEELEY & SHEILA M. SEELEY PID: 6-220-T-026 DB 202, PG 246LOT 26, SEC. 2 MC G, SLIDE 44A & 44B JASON R. COBBPID: 6-220-T-025DB 2755, PG 333 LOT 25, SEC. 2 MC G, SLIDE 44A & 44B X X X X X X X X X X X X X X X X X 92+00 93+00 94+00 EOG REF PT STA: 94+13 EX. EL: 25.0 PROP. EL.: 24.4 EOG REF PT STA: 92+38 EX. EL: 25.2 PROP. EL.: 24.8 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LO D LOD LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C08 CIVIL SITE PLAN - AREA 5T. SCHUELER SCALE: 1"=10' PLAN AREA 5 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 0 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 8 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 8 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. EOG, TYP SL BEGIN STA: 70+98 EL: 17.4 CANAL CL STA: 70+92 EL: 16.3 TOB, TYP TOE, TYP FLOW SL-5 SEE TABLE 1, DWG CD04 EOG, TYP EOG, TYP WOOD FENCE, TYP SL END STA: 94+13 EL: 14.8 CANAL CL STA: 93+79 EL: 14.0 TOB, TYP TOE, TYP FLOW 10' CHAINLINK FENCE, TYP FLOW FLOW 10' SL BEGIN STA: 70+98 EL: 17.4 SL BEGIN STA: 92+38 EL: 15.0 F L O W PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 0 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 8 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 8 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: DB-05 SEE DETAIL 1, DWG CD05 SWALE-05 SEE DETAIL 1, DWG CD05 PIPE-05 SEE DETAIL 1, DWG CD05 RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE GRASS SHOULDER, TYP SLOPE TO CANAL SL O P E SL O P E LOD, TYP AREA 5 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP PROP B-8 25 20 15 20 25 27 25 28 25 21 15 14 15 20 25 26 26 24 13 131 5 2 0 2 5 ROBERT T. MANNPID: 6-220-T-059 DB 3620, PG 846LOT 59, SEC. III MC G, SLIDE 116-D JOSHUA G. BOOMER JESSICA BOOMERPID: 6-220-T-044DB 2489, PG 647LOT 44, SEC. III MC G, SLIDE 116-D UNITED STATES OF AMERICAPID: 6-221-025 DB 367, PG 355 X X X X X X X X X X 40 ' D R A I N A G E E S M T X X X X X X X X X X X X 100+00 101+00 102+00 FLOW FLOW FL O W FLOW FLOW FL O W EOG REF PT STA: 102+24 EX. EL: 24.4 PROP. EL.: 24.2 EOG REF PT STA: 99+87 EX. EL: 24.9 PROP. EL.: 24.7 LOD LO D LOD LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C09 CIVIL SITE PLAN - AREA 6T. SCHUELER SCALE: 1"=10' PLAN AREA 6 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 0 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 0 9 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 8 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: DB-06 SEE DETAIL 1, DWG CD05 PIPE-06 SEE DETAIL 1, DWG CD05 RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 SL-06 SEE TABLE 1, DWG CD04 GRASS SHOULDER, TYP SLOPE TO CANAL S L O P E SL O P E WOOD FENCE, TYP EOG, TYP EOG, TYP DB-07 SEE DETAIL 1, DWG CD05 PIPE-07 SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALESWALE-06 SEE DETAIL 1, DWG CD05 SL END STA: 102+24 EL: 13.4 TOB, TYP TOE, TYP FLOW 10' 10' CANAL CL STA: 101+79 EL: 13.0 SL BEGIN STA: 99+88 EL: 13.8 CANAL CL STA: 100+12 EL: 13.4 HP/GB LOD, TYP NOTES: 1. SEE THE NOTES ON DRAWING C04. AREA 6 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP PROP B-9 2 5 2 0 15 15 20 25 25 26 20 25 15 20 25 25 15 20 20 15 25 13 13 26 26 26 27 13 13 2 6 25 20 15 TERRY L. VAUGHN, SR. TABITHA E. VAUGHN PID: 6-220-T-060 DB 2619, PG 400LOT 60, SEC. III, PT. E MC D, SLIDE 116-D ROBERT T. MANNPID: 6-220-T-059 DB 3620, PG 846 LOT 59, SEC. III, PT. EMC G, SLIDE 116-D X X X X X X X X X X X X X X X X X X X 40 ' D R A I N A G E E S M T TRACY CHILDRESS PID: 6-220-T-199 DB 3449, PG 736LOT 199, SEC. 4, PT. E MC H, SLIDE 42-A S D S D INLET NOT FOUND 10" PVC INV: 19.56 105+00 106+00 107+00 FLOW FLOW F L O W EOG REF PT STA: 106+99 EX. EL: 25.0 PROP. EL.: 25.0 EOG REF PT STA: 105+01 EX. EL: 24.5 PROP. EL.: 24.4 LOD LO D LODLO D LO D L O D LO D LODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C10 CIVIL SITE PLAN - AREA 7T. SCHUELER SCALE: 1"=10' PLAN AREA 7 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 1 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 0 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 8 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. DB-08 SEE DETAIL 1, DWG CD05 PIPE-08 SEE DETAIL 1, DWG CD05 SL-07 SEE TABLE 1, DWG CD04 S L O P E S L O P E WOOD FENCE, TYP EOG, TYP EOG, TYP RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE SWALE-07 SEE DETAIL 1, DWG CD05 SL END STA: 107+00 EL: 12.9 SL BEGIN STA: 105+01 EL: 13.2 FLOW 10' 10' TOB, TYP TOE, TYP CANAL CL STA: 105+78 EL: 12.7 DEMO EXISTING PIPING LOD, TYP AREA 7 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP B-4 25 20 15 15 20 25 26 27 27 25 25 26 27 13 1212 15 25 20 12 15 20 28 27 26 TERRY L. VAUGHN, SR.TABITHA E. VAUGHNPID: 6-220-T-188 DB 3596, PG 1690 LOT 188, SEC. 4, PT. EMC H, SLIDE 85-C ALEX M. AGUILAR LAURA AGULAR PID: 6-220-T-197 DB 2930, PG 80LOT 197, SEC. 4, PT. D MC H, SLIDE 42-A MICHAEL G. MILLERMICHELLE R. MILLERPID: 6-220-T-198DB 3495, PG 2090 LOT 198, SEC. 4, PT. DMC H, SLIDE 42-A UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 X X X X X X X X X CITY OF HAVELOCKPID: 6-220-069DB 952, PG 408 1 0 ' D R A I N A G E E S M T 40 ' D R A I N A G E E S M T 10' DRAINAGE ESMT 10' DRAINAGE ESMT 109+00 110+00 111+00 FLOW FLOW F L O W EOG REF PT STA: 110+20 EX. EL: 25.1 PROP. EL.: 24.9EOG REF PT STA: 109+21 EX. EL: 25.2 PROP. EL.: 24.9 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LO D LOD L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C11 CIVIL SITE PLAN - AREA 8T. SCHUELER SCALE: 1"=10' PLAN AREA 8 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 1 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 1 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 8 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. DB-9 SEE DETAIL 1, DWG CD05 PIPE-9 SEE DETAIL 1, DWG CD05 SL-08 SEE TABLE 1, DWG CD04 S L O P E S L O P E WOOD FENCE, TYP EOG, TYP EOG, TYP RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALESWALE-08 SEE DETAIL 1, DWG CD05 SL END STA: 110+20 EL: 12.8 TOB, TYP TOE, TYP FLOW SL BEGIN STA: 109+20 EL: 13.0 CANAL CL STA: 109+57 EL: 11.9 10' 10' LOD, TYP AREA 8 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP PROP B-10 15 2 0 2 5 15 20 25 25 28 26 27 26 12 1 2 13 15 20 1 7 2 5 2 6 282 7 28 26 27 26 25 19 18 14 12 12 11 20 25 26 27 X KYLE K. UBBELOHDEPID: 6-220-T-180 DB 3754, PG 1028 LOT 180, SEC. 4, PT. EMC H, SLIDE 85-C JEANETTE C. HAYNES PID: 6-220-T-181 DB 2675, PG 20LOT 181, SEC. 4, PT. E MC H, SLIDE 85-C 40 ' D R A I N A G E E S M T MAGNAIL #19N: 416053.85E: 2637563.46ELEV: 25.53 UNITED STATES OF AMERICAPID: 6-221-025 DB 367, PG 355 CONCRETE WALLS 114+00 115+00 FLOW EOG REF PT STA: 114+82 EX. EL: 25.4 PROP. EL.: 25.2 LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C12 CIVIL SITE PLAN - AREA 9-1T. SCHUELER SCALE:1"=10' PLAN AREA 9-1 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 1 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 2 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 9 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. MA T C H L I N E - S E E D W G C 1 3 SL-09 SEE TABLE 1, DWG CD04 S L O P E S L O P E EOG, TYP EOG, TYP SWALE-09 SEE DETAIL 1, DWG CD05 RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE FLOW SL BEGIN STA: 114+82 EL: 11.9 TOB, TYP TOE, TYP 10' LOD, TYP AREA 9-1 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP PROP B-11 28 25 25 20 15 15 20 25 27 26 26 27 26 25 25 20 15 13 12 11 15 20 25 2624 11 26 2 7 2 8 29 17 20 23 2425 2 6 21 22 26 20 15 11 12 15 20 NABIL T . C H A A N I N E PID: 6 - 2 2 2 - 0 6 0 DB 26 2 5 , P G 4 6 6 LOT 8 MC F, S L I D E S 1 1 7 B & 1 1 7 C S D SD X X X X X X X X X X X CHRISTOPHER N. WILLIAMSCARMEN L. WILLIAMSPID: 6-220-T-179 DB 2909, PG 785 LOT 179, SEC. 4, PT. EMC H, SLIDE 85-C UNITED STATES OF AMERICAPID: 6-221-025 DB 367, PG 355 20 ' D R A I N A G E E S M T 1 0 ' D R A I N A G E E S M T CONCRETE DRAINAGE STRUCTURE, TYP 15" CPPINV: 20.27 15" CPPINV: 17.57 MAGNAIL #18N: 416053.97E: 2637885.55ELEV: 24.02 116+00 117+00 118+ 0 0 FLOW FL O W F L O W FLOW FLOW FLOW LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C13 CIVIL SITE PLAN - AREA 9-2T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 1 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 3 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 9 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. SCALE: 1"=10' PLAN AREA 9-2 MA T C H L I N E - S E E D W G C 1 2 M A T C H L I N E - S E E D W G C 1 4 DB-11 SEE DETAIL 1, DWG CD05 PIPE-11 SEE DETAIL 1, DWG CD05 SL-09 SEE TABLE 1, DWG CD04 SL O P E SL O P E WOOD FENCE, TYP RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE DB-10 SEE DETAIL 1, DWG CD05 PIPE-10 SEE DETAIL 1, DWG CD05 SWALE-09 SEE DETAIL 1, DWG CD05 CANAL CL STA: 117+32 EL: 11.4 TOB, TYP TOE, TYP FLOW HP/GB HP/GB CANAL CL STA: 116+00 EL: 11.3 LOD, TYP AREA 9-2 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP PROPOSED PERMANENT EASEMENT, TYP 10 20 15 25 15 20 25 28 25 26 25 26 23 20 15 11 12 15 20 25 26 24 23 24 27 26 24 WEYERHAEUSER COMPANY PID: 6-22-001 DB 370, PG 61MC: H-55-F SDSDSDSD 10" PVCINV: 21.43 10" PVCINV: 19.10 10" PVCINV: 18.83 NO INLETS FOUND NABIL T. CHAANINE PID: 6-222-060 DB 2625, PG 466LOT 8 MC F, SLIDES 117B & 117C 119+00 120+00 FLOW FLOW F L O W LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C14 CIVIL SITE PLAN - AREA 9-3T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 2 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 4 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 2 9 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. SCALE: 1"=10' PLAN AREA 9-3 MAT C H L I N E - S E E D W G C13 MA T C H L I N E - S E E D W G C 1 5 SL-09 SEE TABLE 1, DWG CD04 SL O P E SL O P E RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE DB-12 SEE DETAIL 1, DWG CD05 PIPE-12 SEE DETAIL 1, DWG CD05 SWALE-09 SEE DETAIL 1, DWG CD05 CANAL CL STA: 119+73 EL: 10.8 TOB, TYP TOE, TYP FLOW DEMO EXISTING PIPING HP/GB LOD, TYP AREA 9-3 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP B-5 PROPOSED PERMANENT EASEMENT, TYP 15 20 15 20 25 20 251524 25 2627 25 26 20 24 15 11 11 15 20 23 24 25 25 26 24 25 26 27 28 3 0 2 9 26 11 11 11 14 11 23 32 31 302928 27 26 25 2 7 23 23 24 23 NABIL T. CHAANINEPID: 6-222-060 DB 2625, PG 466 LOT 8MC F, SLIDES 117B & 117C HAVELOCK NC IIFGF,LLCPID: 6-222-062 DB 3717, PG 2054 LOT 9MC F, SLIDES 117B & 117C WEYERHAEUSER COMPANYPID: 6-22-001DB 370, PG 61 MC: H-55-F 121+00 122+00 123+00 1 2 4 + 0 0 FL O W FLOW FLOW FL O W FL O W FLO W FLOW EOG REF PT STA: 124+06 EX. EL: 23.4 PROP. EL.: 23.2 L O D L O D L O D L O D LOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D LO D LOD LOD LOD LO D LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C15 CIVIL SITE PLAN - AREA 9-4T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 2 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 5 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 0 1 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. SCALE: 1"=10' PLAN AREA 9-4 MA T C H L I N E - S E E D W G C 1 4 DB-14 SEE DETAIL 1, DWG CD05 PIPE-14 SEE DETAIL 1, DWG CD05 SL-09 SEE TABLE 1, DWG CD04 SL O P E SL O P E RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE DB-13 SEE DETAIL 1, DWG CD05 PIPE-13 SEE DETAIL 1, DWG CD05 SWALE-09 SEE DETAIL 1, DWG CD05 EOG, TYP EOG, TYP SL END STA: 124+05 EL: 10.7 CANAL CL STA: 121+78 EL: 10.5 CANAL CL STA: 124+00 EL: 10.2 FLOW TOB, TYP TOE, TYP HP/GB LOD, TYP CANAL SL STA: 123+67 EL: 10.3 AREA 9-4 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP PROP B-12 PROPOSED PERMANENT EASEMENT, TYP 10' 25 28 20 15 15 20 10 20 15 10 10 15 20 25 28 24 26 25 22 21 22 23 22 21 23 24 29 2 3 24 23 11 11 HAVELOCK NC IIFGF,LLCPID: 6-222-062DB 3717, PG 2054 LOT 9MC F, SLIDES 117B & 117C WEYERHAEUSER COMPANY PID: 6-22-001DB 370, PG 61 MC: H-55-F 126+ 0 0 127+00 FLOW FLOW EOG REF PT STA: 125+92 EX. EL: 23.5 PROP. EL.: 23.2 LODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C16 CIVIL SITE PLAN - AREA 10-1T. SCHUELER SCALE: 1"=10' PLAN AREA 10-1 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 2 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 6 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 0 1 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. MA T C H L I N E - S E E D W G C 1 7 SL-10 SEE TABLE 1, DWG CD04 S L O P E S L O P E RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE SWALE-10 SEE DETAIL 1, DWG CD05EOG, TYP EOG, TYP CANAL SL STA: 126+84 EL: 9.9 SL BEGIN STA: 125+92 EL: 11.0 FLOW TOE, TYP TOB, TYP 10' LOD, TYP AREA 10-1 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP PROP B-13 PROPOSED PERMANENT EASEMENT, TYP 10 20 10 15 25 23 24 20 15 10 15 20 22 21 20 15 11 11 15 20 23 24 25 26 22 10 2 1 9 24 23 22 22 11 21 22 HAVELOCK NC IIFGF, LLCPID: 6-222-062DB 3717, PG 2054 LOT 9 MC F, SLIDES 117B &117C WEYERHAEUSER COMPANY PID: 6-22-001 DB 370, PG 61 MC: H-55-F HAVELOCK NC IIFGF, LLCPID: 6-222-062 DB 3717, PG 2054LOT 9 MC F, SLIDES 117B & 117C 128+00 129+00 130+00 FLOW FLOW FLOW FLOW F L O W F L O W EOG REF PT STA: 129+57 EX. EL: 20.4 PROP. EL.: 20.3 LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LO D LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C17 CIVIL SITE PLAN - AREA 10-2T. SCHUELER SCALE: 1"=10' PLAN AREA 10-2 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 2 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 7 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 5 6 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. MA T C H L I N E - S E E D W G C 1 6 DB-16 SEE DETAIL 1, DWG CD05 PIPE-16 SEE DETAIL 1, DWG CD05 SL-10 SEE TABLE 1, DWG CD04 SL O P E SL O P E RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE DB-15 SEE DETAIL 1, DWG CD05 PIPE-15 SEE DETAIL 1, DWG CD05 SWALE-10 SEE DETAIL 1, DWG CD05 EOG, TYP EOG, TYP SL END STA: 129+57 EL: 11.0 TOE, TYP TOB, TYP FLOW CANAL CL STA: 129+29 EL: 8.8 CANAL CL STA: 127+93 EL: 10.3 HP/GB 10' LOD, TYP AREA 10-2 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP PROPOSED PERMANENT EASEMENT, TYP 15 10 10 20 20 15 10 10 15 2 0 20 23 20 22 21 20 20 20 15 10 10 15 20 21 22 21 22 19 17 18 19 21 22 20 22 21 9 WEYERHAEUSER COMPANYPID: 6-22-001 DB 370, PG 61 MC: H-55-F IP SDSD HAVELOCK NC IIFGF,LLCPID: 6-222-062 DB 3717, PG 2054 LOT 9MC F, SLIDES 117B & 117C NO INLET FOUND 12" CMPINV: 17.10 WEYERHAEUSER COMPANY PID: 6-22-001 DB 370, PG 61MC: H-55-F131+0 0 132+00 1 3 3 + 0 0 FLOW FLOW FLO W F L O W FL O W EOG REF PT STA: 131+36 EX. EL: 20.1 PROP. EL.: 19.9 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C18 CIVIL SITE PLAN - AREA 11-1T. SCHUELER SCALE: 1"=10' PLAN AREA 11-1 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 3 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 8 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 2 : 5 7 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04.MATCH LINE - SEE DWG C19 DB-18 SEE DETAIL 1, DWG CD05 PIPE-18 SEE DETAIL 1, DWG CD05 SL-11 SEE TABLE 1, DWG CD04 S L O P E S L O P E RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE DB-17 SEE DETAIL 1, DWG CD05 PIPE-17 SEE DETAIL 1, DWG CD05 SWALE-11 SEE DETAIL 1, DWG CD05 EOG, TYP EOG, TYP SL BEGIN STA: 131+34 EL: 10.3 CANAL CL STA: 131+57 EL: 9.7 TOB, TYP TOE, TYP FLOW SL BEGIN STA: 133+00 EL: 8.9 DEMO EXISTING PIPING HP/GB LOD, TYP 10' AREA 11-1 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP PROP B-14 PROPOSED PERMANENT EASEMENT, TYP 2 0 1 5 1 0 1 0 1 5 2 0 2 3 20 2 0 22 20 15 1 0 2 1 2 2 9 1 9 1 8 2 121 9 191 81 8 1 8 22 21 19 20 2 4 2 1 2 2 WEYERHAEUSER COMPANY PID: 6-22-001 DB 370, PG 61MC: H-55-F HAVELOCK NC IIFGF, LLCPID: 6-222-062 DB 3717, PG 2054 LOT 9 MC F, SLIDES 117B & 117C 1 3 4 + 0 0 FL O W FLOW F L O W EOG REF PT STA: 134+61 EX. EL: 18.1 PROP. EL.: 17.9 L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LO D LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE C19 CIVIL SITE PLAN - AREA 11-2T. SCHUELER SCALE: 1"=10' PLAN AREA 11-2 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 3 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C 1 9 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 0 1 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE THE NOTES ON DRAWING C04. MATCH LINE - SEE DWG C18 DB-19 SEE DETAIL 1, DWG CD05 PIPE-19 SEE DETAIL 1, DWG CD05 SL-11 SEE TABLE 1, DWG CD04 SLOPE SLOPE RESURFACE GRAVEL RD, SLOPE TO NEAREST ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 GRASS SHOULDER, TYP SLOPE TO CANAL GRASS SHOULDER, TYP SLOPE TO ROADSIDE SWALE SWALE-10 SEE DETAIL 1, DWG CD05 EOG, TYP PLAN AREA 11-2 SL BEGIN STA: 134+61 EL: 11.0 TOB, TYP TOE, TYP FL O W CANAL CL STA: 134+52 EL: 9.2 HP/GB 10 ' LOD, TYP AREA 11-2 1"=1,500' KEY MAP 5 1"=10' 10 0 10' CLL, TYP B-6 PROPOSED PERMANENT EASEMENT, TYP UNITE D S T A T E S O F A M E R I C A PID: 6 - 2 2 1 - 0 2 5 DB 36 7 , P G 3 5 5 CITY O F H A V E L O C K PID: 6 - 2 2 1 - 0 1 7 DB 34 8 7 , P G 1 8 1 2 ESSA N T E E T H E A T R E S I N C PID: 6 - 2 2 1 - 0 1 5 DB 10 2 3 , P G 0 0 8 4 LO D LO D LO D LOD LO D LO D LO D L O D LOD LODLODLOD LO D LO D LO D LO DLODLODLODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LODLOD SFSFSFSFSFSF SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F LOD ESSANTEE THEATRES INC PID: 6-221-015 DB 1023 PG 0084 L. SALEEBY S. KANE ESC01 CIVIL EROSION AND SEDIMENT CONTROL PLAN - ENTRANCE LOCATIONT. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 3 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 1 - O V E R A L L S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 8 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: SCALE: 1"=20' PLAN UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 CITY OF HAVELOCK PID: 6-221-017 DB 952 PG 408 MC B, PG 312 LAYDOWN McCOTTER CANAL US 70 MCCOTTER CANAL ACCESS ROAD ENTRANCE PROPERTY BOUNDARY, TYP M C C O T T E R C A N A L A C C E S S R O A D CLL, TYP LOD, TYP SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 GRAVEL CONSTRUCTION ENTRANCE, TYP SEE DET C-31-0490, DWG CD02 SPLIT-RAIL FENCE LOD: 0.68 AC ENTRANCE LOD: 1.14 AC PROPOSED TEMPORARY CONSTRUCTION EASEMENT ACCESS TO LAYDOWN AREA 25 20 25 20 2525 25 26 26 27 17 25 27 UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 FREEUP STORAGE HAVELOCK, LLC PID: 6-220-A-112 DB 3731, PG 1741 CITY OF HAVELOCK PID: 6-220-D-00B DB 952 PG 408 MC B, PG 312 CITY OF HAVELOCK PID: 6-220-D-00B DB 952 PG 408 MC B, PG 312 CITY OF HAVELOCK - LIMITS X X X X X X X X X X MAGNAIL #8 N: 410602.10 E: 2633029.10 ELEV: 24.84 MAGNAIL #7 N: 410758.74 E: 2633122.08 ELEV: 24.99 21+00 22+00 23+00 ROP P TP A T P A FB SF SF SF SF SFSF SF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LO D LOD LO D LO D LODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD FL O W FLOW FLOW UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE ESC02 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 1T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 3 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 1 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 5 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: NOTES: 1. SEE EROSION AND SEDIMENT CONTROL, CONTROL OF WATER, CONSTRUCTION SEQUENCE, AND SEEDING NOTES AND DETAILS ON DWG CD01. 2. CLEARWATER DIVERSION PIPES SHALL BE 18", MINIMUM. PUMPING OF CLEARWATER DIVERSION MAY BE REQUIRED. 3. THE CONTRACTOR SHALL NOT BLOCK ACCESS TO THE WELL, GENERATOR, ETC. 4. INSTALL PERIMETER SILT FENCING AS SHOWN AND AROUND ERODIBLE STOCKPILED MATERIALS IF UNDISTURBED FOR MORE THAN 14 CALENDAR DAYS. SCALE: 1"=10' PLAN AREA 1 LOD, TYP CLL, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARWATER DIVERSION #1 AREA 1 LOD: 0.13 AC CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 AREA 1 5 1"=10' 10 0 10'1"=1,500' KEY MAP CLL, TYP 20 20 25 26 28 27 26 25 16 17 24 24 23 24 RUSSELL LEE REEDPID: 6-220-D-I-005DB 1250 PG 687 LOT 5, BLK 1, SEC. 2MC B, PG 312 UNITED STATES OFAMERICAPID: 6-221-025 DB 367, PG 355 CITY OF HAVELOCKPID: 6-220-D-00B DB 952 PG 408 MC B, PG 312 WILLY LINARESMARIA OTILIA LINARESPID: 6-220-D-I-006DB 3732, PG 1343 LOT 6, BLK 1, SEC. 2MC B, PG 312 15' DRAINAGE ESMT 40 ' D R A I N A G E E S M T CITY OF HAVELOCK -LIMITS X X X X X X X X X MAGNAIL #6N: 415215.75E: 2633865.42ELEV: 24.71 70+00 71+00 72+00ROP P TP A T P A FB SF SF SF SF SFSFSFLOD LO D LODLO D LO D LO D LODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD FLOW FLOW FL O W UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 L. SALEEBY S. KANE ESC03 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 2T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 4 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 2 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 5 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: SCALE: 1"=10' PLAN AREA 2 LOD, TYP CLL, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARWATER DIVERSION #2 CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 AREA 2 5 1"=10' 10 0 10'1"=1,500' KEY MAP CLL, TYP AREA 2 LOD: 0.11 AC 5 1"=10' 10 0 10' 20 20 25 20 20 25 27 26 16 16 23 24 17 16 26 HEATHER J. HARKLEYPID: 6-220-K-033 DB 2277, PG 527LOT 33 MC C, SLIDE 176 DAN A. PARTELLO KRISTEN KRAMERPID: 6-220-K-054DB 2885, PG 497 LOT 54MC C, SLIDE 176 UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 10' DRAINAGE ESMT X X X X X X X X X X X X X X X X X 79+00 ROP P TP A T P A FB S F SF SF SF SFSFSF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD L O D LOD L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D L O D L O D LO D LO D LO D LOD LOD FLOW F L O W FLOW UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 IRS #4N: 415781.13E: 2633908.29ELEV: 25.35 N63 ° 1 7 ' 1 9 " W 6 6 6 4 . 6 7 ' ( G R I D ) T O N C G S " G A T E W A Y " S89°56'26"W 4926.60' (GRID) TO NCGS "TRYON" LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLOD LOD LOD LOD LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D SCALE: 1"=10' PLAN AREA 3 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 4 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 3 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 4 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: L. SALEEBY S. KANE ESC04 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 3T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. LOD, TYP CLL, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARWATER DIVERSION #3 CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 AREA 3 1"=1,500' KEY MAP CLL, TYP ADDITIONAL LAYDOWN AREA LOD: 0.15 AC 5 1"=10' 10 0 10' SCALE: 1"=10' ADDITIONAL LAYDOWN AREA AREA 3 LOD: 0.20 AC ADDITIONAL LAYDOWN AREA 20 25 20 25 25 15 15 26 16 21 22 2324 24 26 25 24 20 16 20 25 EMMIT JAKESPID: 6-220-T-005 DB 3703, PG 1959 LOT 44, SEC. TWOMC G, SLIDE 44-A HEATHER J. HARKLEYPID: 6-220-K-033DB 2277, PG 527 LOT 33 MC C, SLIDE 176 UNITED STATES OF AMERICAPID: 6-221-025 DB 367, PG 355 CITY OF HAVELOCKPID: 6-220-069DB 952, PG 408 2 0 ' D R A I N A G E E S M T 10' DRAINAGE ESMT 3 0 ' D R A I N A G E E S M T X X X X X X X X X X X MAGNAIL #9N: 415960.55E: 2634936.09ELEV: 24.88 86+00 87+00 88+00ROP P TP A T P A FB SF SF SF SF SFSFSF L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LO D LOD LO D LO D LO DLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD FL O W FLOW FLOW UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 4 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 4 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 4 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 3 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: L. SALEEBY S. KANE ESC05 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 4T. SCHUELER LAYDOWN NOTES: 1. SEE THE NOTES ON DRAWING ESC02. LOD, TYP CLL, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARWATER DIVERSION #4 AREA 4 1"=1,500' KEY MAP CLL, TYP AREA 4 LOD: 0.21 AC 5 1"=10' 10 0 10' 20 15 15 20 25 25 25 27 26 26 14 14 25 20 15 15 20 25 25 25 26 UNITED STATES OF AMERICA PID: 6-221-025 DB 367, PG 355 3 0 ' D R A I N A G E E S M T 30' DR A I N A G E E S M T CITY OF HAVELOCK PID: 6-220-069 DB 952, PG 408 10' DRAINAGE ESMT. RICHARD A. SEELEY & SHEILA M. SEELEY PID: 6-220-T-026 DB 202, PG 246LOT 26, SEC. 2 MC G, SLIDE 44A & 44B JASON R. COBBPID: 6-220-T-025DB 2755, PG 333 LOT 25, SEC. 2 MC G, SLIDE 44A & 44B X X X X X X X X X X X X X X X X X 92+00 93+00 94+00 ROP P TP A TP A FB S F SF SF S F SFSFSF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LO D LOD LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 5 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 5 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 3 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: L. SALEEBY S. KANE ESC06 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 5T. SCHUELER SCALE: 1"=10' PLAN AREA 5 NOTES: 1. SEE THE NOTES ON DRAWING ESC02. LOD, TYP CLL, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARWATER DIVERSION #5 AREA 5 1"=1,500' KEY MAP CLL, TYP AREA 5 LOD: 0.30 AC 5 1"=10' 10 0 10' 25 20 15 20 25 27 25 28 25 21 15 14 15 20 25 26 26 24 13 131 5 2 0 2 5 ROBERT T. MANNPID: 6-220-T-059DB 3620, PG 846 LOT 59, SEC. III MC G, SLIDE 116-D JOSHUA G. BOOMERJESSICA BOOMERPID: 6-220-T-044 DB 2489, PG 647 LOT 44, SEC. IIIMC G, SLIDE 116-D UNITED STATES OF AMERICA PID: 6-221-025DB 367, PG 355 X X X X X X X X X X 40 ' D R A I N A G E E S M T X X X X X X X X X X X X 100+00 101+00 102+00 ROP P TP A TP A FB SF SF SF SF SFSFSF LOD LO D LOD LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD FLOW FLOW FL O W FLOW FLOW FL O W UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 6 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 5 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 6 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 3 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: L. SALEEBY S. KANE ESC07 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 6T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. CLL, TYP LOD, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARWATER DIVERSION #6 AREA 6 1"=1,500' KEY MAP CLL, TYP AREA 6 LOD: 0.40 AC 5 1"=10' 10 0 10' 2 5 2 0 15 15 20 25 25 26 20 25 15 20 25 25 15 20 20 15 25 13 13 26 26 26 27 13 13 2 6 25 20 15 TERRY L. VAUGHN, SR.TABITHA E. VAUGHNPID: 6-220-T-060 DB 2619, PG 400 LOT 60, SEC. III, PT. EMC D, SLIDE 116-D ROBERT T. MANNPID: 6-220-T-059DB 3620, PG 846 LOT 59, SEC. III, PT. EMC G, SLIDE 116-D X X X X X X X X X X X X X X X X X X X 40 ' D R A I N A G E E S M T TRACY CHILDRESS PID: 6-220-T-199 DB 3449, PG 736LOT 199, SEC. 4, PT. E MC H, SLIDE 42-A S D S D INLET NOT FOUND 10" PVC INV: 19.56 105+00 106+00 107+00 ROP P TP A T P A FB SF SF SF SF SFSFSFLOD LO D LODLO D LO D LO D LO D LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD FLOW FLOW F L O W UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 7 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 5 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 7 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 3 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: L. SALEEBY S. KANE ESC08 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 7T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. CLL, TYP LOD, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARWATER DIVERSION #7 AREA 7 1"=1,500' KEY MAP CLL, TYP AREA 7 LOD: 0.35 AC 5 1"=10' 10 0 10' 25 20 15 15 20 25 26 27 27 25 25 26 27 13 1212 15 25 20 12 15 20 28 27 26 TERRY L. VAUGHN, SR. TABITHA E. VAUGHN PID: 6-220-T-188 DB 3596, PG 1690LOT 188, SEC. 4, PT. E MC H, SLIDE 85-C ALEX M. AGUILAR LAURA AGULARPID: 6-220-T-197DB 2930, PG 80 LOT 197, SEC. 4, PT. D MC H, SLIDE 42-A MICHAEL G. MILLERMICHELLE R. MILLERPID: 6-220-T-198 DB 3495, PG 2090LOT 198, SEC. 4, PT. DMC H, SLIDE 42-A UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 X X X X X X X X X CITY OF HAVELOCKPID: 6-220-069DB 952, PG 408 1 0 ' D R A I N A G E E S M T 40 ' D R A I N A G E E S M T 10' DRAINAGE ESMT 10' DRAINAGE ESMT 109+00 110+00 111+00ROP P TP A TP A FB S F SF SF SF SFSFSF LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D L O D LOD LOD LO D LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD FLOW FLOW F L O W UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 8 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 5 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 8 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 3 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: L. SALEEBY S. KANE ESC09 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 8T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. LOD, TYP CLL, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARWATER DIVERSION #8 AREA 8 1"=1,500' KEY MAP CLL, TYP AREA 8 LOD: 0.20 AC 5 1"=10' 10 0 10' 15 2 0 2 5 15 20 25 25 28 26 27 26 12 1 2 13 15 20 1 7 2 5 2 6 282 7 28 26 27 26 25 19 18 14 12 12 11 20 25 26 27 X KYLE K. UBBELOHDEPID: 6-220-T-180 DB 3754, PG 1028 LOT 180, SEC. 4, PT. EMC H, SLIDE 85-C JEANETTE C. HAYNES PID: 6-220-T-181 DB 2675, PG 20LOT 181, SEC. 4, PT. E MC H, SLIDE 85-C 40 ' D R A I N A G E E S M T MAGNAIL #19N: 416053.85E: 2637563.46ELEV: 25.53 UNITED STATES OF AMERICAPID: 6-221-025 DB 367, PG 355 CONCRETE WALLS 114+00 115+00 LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD FLOW UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 9-1 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 5 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 0 9 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 1 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: MA T C H L I N E - S E E D W G E S C 1 1 L. SALEEBY S. KANE ESC10 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 9-1T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. LOD, TYP CLL, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 CLEARWATER DIVERSION #9-1 AREA 9-1 1"=1,500' KEY MAP CLL, TYP AREA 9 LOD: 1.38 AC 5 1"=10' 10 0 10' 28 25 25 20 15 15 20 25 27 26 26 27 26 25 25 20 15 13 12 11 15 20 25 2624 11 26 2 7 2 8 29 17 20 23 2425 2 6 21 22 NABIL T . C H A A N I N E PID: 6 - 2 2 2 - 0 6 0 DB 26 2 5 , P G 4 6 6 LOT 8 MC F, S L I D E S 1 1 7 B & 1 1 7 C SD SD X X X X X X X X X X X CHRISTOPHER N. WILLIAMS CARMEN L. WILLIAMSPID: 6-220-T-179DB 2909, PG 785 LOT 179, SEC. 4, PT. EMC H, SLIDE 85-C UNITED STATES OF AMERICAPID: 6-221-025 DB 367, PG 355 20 ' D R A I N A G E E S M T 1 0 ' D R A I N A G E E S M T CONCRETE DRAINAGE STRUCTURE, TYP 15" CPP INV: 20.27 15" CPPINV: 17.57 MAGNAIL #18N: 416053.97E: 2637885.55ELEV: 24.02 116+00 117+00 118+ 0 0 ROP P T P A T P A FB S F SF SF SF S F SF SF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD FLOW FL O W F L O W FLOW FLOW FLOW UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 9-2 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 6 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 1 0 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 1 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: MA T C H L I N E - S E E D W G E S C 1 0 M A T C H L I N E - S E E D W G E S C 1 1 L. SALEEBY S. KANE ESC11 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 9-2T. SCHUELER LAYDOWN NOTES: 1. SEE THE NOTES ON DRAWING ESC02. LOD, TYP CLL, TYP CLEARWATER DIVERSION #9-1 IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 AREA 9-2 1"=1,500' KEY MAP CLL, TYP AREA 9 LOD: 1.38 AC 5 1"=10' 10 0 10' PROPOSED PERMANENT EASEMENT, TYP 10 20 15 25 15 20 25 28 25 26 25 26 23 20 15 11 12 15 20 25 26 24 23 24 27 26 24 WEYERHAEUSER COMPANY PID: 6-22-001 DB 370, PG 61MC: H-55-F SDSDSDSD 10" PVCINV: 21.43 10" PVCINV: 19.10 10" PVCINV: 18.83 NO INLETS FOUND NABIL T. CHAANINE PID: 6-222-060 DB 2625, PG 466LOT 8 MC F, SLIDES 117B & 117C 119+00 120+00 LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODFLOW FLOW F L O W UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 9-3 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 6 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 1 1 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 0 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: MAT C H L I N E - S E E D W G ESC 1 1 MA T C H L I N E - S E E D W G E S C 1 3 L. SALEEBY S. KANE ESC12 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 9-3T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. CLL, TYP LOD, TYP CLEARWATER DIVERSION #9-2 AREA 9-3 1"=1,500' KEY MAP CLL, TYP AREA 9 LOD: 1.38 AC 5 1"=10' 10 0 10' PROPOSED PERMANENT EASEMENT, TYP 15 20 15 20 25 20 25 1520 24 25 2627 25 26 20 24 15 11 11 15 20 23 24 25 25 26 24 25 26 27 28 3 0 2 92611 11 11 14 11 23 32 31 302928 27 26 25 2 7 23 23 24 23 NABIL T. CHAANINEPID: 6-222-060 DB 2625, PG 466 LOT 8MC F, SLIDES 117B & 117C LLCPID: 6-222-062 DB 3717, PG 2054 LOT 9MC F, SLIDES 117B & 117C WEYERHAEUSERCOMPANYPID: 6-22-001DB 370, PG 61 MC: H-55-F 121+00 122+00 123+00 1 2 4 + 0 0 P TPA TPA TP A FB SF SF SF SF SF SF SF P TP A TP A FB S F SF SF SF S F SFSF R O P ROP L O D L O D L O D L O D LOD LOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D LO D LOD LOD LOD LO D LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D FL O W FLOW FLOW FL O W FL O W FLO W FLOW UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 9-4 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 6 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 1 2 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 0 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: MA T C H L I N E - S E E D W G E S C 1 2 L. SALEEBY S. KANE ESC13 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 9-4T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. CLL, TYP LOD, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARW A T E R D I V E R S I O N # 9 - 3 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 AREA 9-4 1"=1,500' KEY MAP CLL, TYP AREA 9 LOD: 1.38 AC 5 1"=10' 10 0 10' PROPOSED PERMANENT EASEMENT, TYP 25 28 20 15 15 20 10 20 15 10 10 15 20 25 28 24 26 25 22 21 22 23 22 21 23 24 29 2 3 24 23 11 11 HAVELOCK NC IIFGF,LLCPID: 6-222-062DB 3717, PG 2054 LOT 9MC F, SLIDES 117B & 117C WEYERHAEUSER COMPANY PID: 6-22-001DB 370, PG 61 MC: H-55-F 126+ 0 0 127+00 LODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD FLOW FLOW UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 10-1 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 6 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 1 3 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 0 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: MA T C H L I N E - S E E D W G E S C 1 5 L. SALEEBY S. KANE ESC14 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 10-1T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. LOD, TYP CLL, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 CLEARWATER D I V E R S I O N # 1 0 AREA 10-1 1"=1,500' KEY MAP CLL, TYP AREA 10 LOD: 0.56 AC 5 1"=10' 10 0 10' PROPOSED PERMANENT EASEMENT, TYP 10 20 10 15 25 23 24 20 15 10 15 20 22 21 20 15 11 11 15 20 23 24 25 26 22 10 2 1 9 24 23 22 22 11 21 22 HAVELOCK NC IIFGF, LLCPID: 6-222-062DB 3717, PG 2054 LOT 9 MC F, SLIDES 117B &117C WEYERHAEUSER COMPANY PID: 6-22-001 DB 370, PG 61 MC: H-55-F HAVELOCK NC IIFGF, LLCPID: 6-222-062 DB 3717, PG 2054LOT 9 MC F, SLIDES 117B & 117C 128+00 129+00 130+00 ROP P FB S F SF SF SF SFSFSF TP A TP A TP A LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LO D LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD FLOW FLOW FLOW FLOW F L O W F L O W UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 10-2 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 7 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 1 4 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 1 0 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: MA T C H L I N E - S E E D W G E S C 1 4 L. SALEEBY S. KANE ESC15 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 10-2T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. LOD, TYP CLL, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 CLEARWATE R D I V E R S I O N # 1 0 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 AREA 10-2 1"=1,500' KEY MAP CLL, TYP AREA 10 LOD: 0.56 AC 5 1"=10' 10 0 10' PROPOSED PERMANENT EASEMENT, TYP 15 10 10 20 20 15 10 10 15 2 0 20 23 20 22 21 20 20 20 15 10 10 15 20 21 22 21 22 19 17 18 19 21 22 20 22 21 9 WEYERHAEUSER COMPANYPID: 6-22-001 DB 370, PG 61 MC: H-55-F IP SDSD HAVELOCK NC IIFGF,LLCPID: 6-222-062 DB 3717, PG 2054 LOT 9MC F, SLIDES 117B & 117C NO INLET FOUND 12" CMPINV: 17.10 WEYERHAEUSER COMPANY PID: 6-22-001 DB 370, PG 61MC: H-55-F131+0 0 132+00 1 3 3 + 0 0 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD FLOW FLOW FLO W F L O W FL O W UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 11-1 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 7 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 1 5 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 0 9 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: MATCH LINE - SEE DWG ESC17 L. SALEEBY S. KANE ESC16 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 11-1T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. CLL, TYP LOD, TYP IMPERMEABLE SANDBAG DIKE, SEE DET 2, DWG CD01, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 CLEARWATER DIVERSION #11 AREA 11-1 1"=1,500' KEY MAP CLL, TYP AREA 11 LOD: 0.54 AC 5 1"=10' 10 0 10' PROPOSED PERMANENT EASEMENT, TYP 2 0 1 5 1 0 1 0 1 5 2 0 2 3 20 2 0 22 20 15 1 0 2 1 2 2 9 1 9 1 8 2121 9 19181 8 1 8 22 2 1 19 20 2 4 2 1 2 2 WEYERHAEUSERCOMPANYPID: 6-22-001 DB 370, PG 61 MC: H-55-F HAVELOCK NC IIFGF, LLCPID: 6-222-062DB 3717, PG 2054 LOT 9 MC F, SLIDES 117B & 117C 1 3 4 + 0 0 RO P P TPA TPA FB SF SF SF SF SF SFSF L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LO D LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D FL O W FLOW F L O W UNITED STATES OF AMERICAPID: 6-221-025DB 367, PG 355 CITY OF HAVELOCKPID: 6-221-017DB 3487, PG 1812 HAVELOCK CB LLCPID: 6-221-013DB 3595, PG 0191 ESSANTEE THEATRES INCPID: 6-221-015DB 1023, PG 0084 SCALE: 1"=10' PLAN AREA 11-2 PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 7 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ E S C 1 6 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 0 9 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: MATCH LINE - SEE DWG ESC16 L. SALEEBY S. KANE ESC17 CIVIL EROSION AND SEDIMENT CONTROL PLAN - AREA 11-2T. SCHUELER NOTES: 1. SEE THE NOTES ON DRAWING ESC02. LOD, TYP CLL, TYP CLEARWATER DIVERSION SEE NOTES AND DET 2&3, DWG CD01 CL E A R W A T E R D I V E R S I O N # 1 1 WORK SITE DEWATERING EQUIPMENT SEE DET 1&2, DWG CD01 SILT FENCE, TYP SEE DET C-31-0400, DWG CD01 1"=1,500' KEY MAP CLL, TYP AREA 11 LOD: 0.54 AC 5 1"=10' 10 0 10' AREA 11-2 PROPOSED PERMANENT EASEMENT, TYP L. SALEEBY S. KANE CD01 CIVIL CIVIL DETAILS 1T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 7 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C D 0 1 S a v e d b y CB L A C K H U R S T S a v e d a t e : 1 2 / 1 9 / 2 0 2 3 1 0 : 5 6 A M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: EROSION & SEDIMENTATION CONTROL NOTES 1. THE CONTRACTOR SHALL PHASE CONSTRUCTION TO MINIMIZE EXPOSED SOIL AREAS THROUGHOUT THE PROJECT. 2. ALL ONSITE ACTIVITIES SHALL BE MANAGED TO ENSURE NO ADVERSE IMPACTS TO WATER QUALITY OCCUR DURING AND AFTER CONSTRUCTION. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY EROSION CONTROL MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC FROM SILTATION AND EROSION. 4. EACH EROSION AND SEDIMENTATION CONTROL MEASURE SHALL BE INSPECTED ON A WEEKLY BASIS AND WITHIN 24 HOURS FOLLOWING A STORM EVENT GREATER THAN ONE INCH. EACH MEASURE SHALL BE MAINTAINED AS REQUIRED TO ENSURE PROPER FUNCTIONING OF THE MEASURE. 5. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAY'S TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE CAPPED AT THE END OF EACH WORK DAY TO PREVENT SEDIMENT FROM ENTERING PIPE. TRENCH SHALL BE BACKFILLED AT THE END OF EACH WORK DAY AND DISTURBED AREA SEEDED WITH TEMPORARY OR PERMANENT SEEDING MEASURES, AS APPROPRIATE. 6. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE, PERMANENT VEGETATION IS ESTABLISHED ON ALL DISTURBED AREAS, AND APPROVAL BY THE ENGINEER IS GIVEN. AREAS WHERE EROSION AND SEDIMENTATION CONTROL MEASURES ARE REMOVED SHALL BE REGRADED AND SEEDED TO MATCH ORIGINAL SITE CONDITIONS. EROSION & SEDIMENTATION CONTROL CONSTRUCTION SEQUENCING NOTES 1. NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON THE DRAWINGS FOR TEMPORARY PERIMETER EROSION CONTROL. ADDITIONALLY, CLEAR WATER DIVERSIONS INCLUDING SANDBAG DIKES AND ROCK OUTLET PROTECTION SHALL BE INSTALLED PRIOR TO BEGINNING WORK. TEMPORARY PUMPING WITH FILTER BAG OUTLET SHALL BE PLACED AND READY TO BE USED PRIOR TO EXCAVATION ACTIVITIES. 2. ONCE ALL SILT FENCE, CLEAR WATER DIVERSION, AND TEMPORARY PUMPING HAS BEEN INSTALLED, CONSTRUCTION ACTIVITIES MAY BEGIN. 3. CONCRETE WASHOUTS SHALL BE EMPLOYED DURING ALL CONCRETE CONSTRUCTION ACTIVITIES. 4. ENGINEER MAY REQUIRE CONSTRUCTION ENTRANCE(S)/EXIT(S) IF EXCESSIVE SEDIMENT IS FOUND TO BE LEAVING THE SITE DUE TO CONSTRUCTION TRAFFIC. 5. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES ON ANY AREA WHICH WILL REMAIN UNDISTURBED FOR MORE THAN 7 WORKING DAYS OR 14 CALENDAR DAYS, WHICHEVER IS SHORTER. ALL SLOPES STEEPER THAN 3H:1V SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7 CALENDAR DAYS. ALL OTHER SLOPES OF 3H:1V OR FLATTER, EXCEPT THOSE GREATER THAN 50 FT IN LENGTH, SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR OTHER STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 14 CALENDAR DAYS. 6. PERMANENT SEEDING SHALL BE IMMEDIATELY INSTALLED, FOR ALL AREAS REACHING FINAL GRADE WHICH WILL NOT BE DISTURBED AGAIN. 7. UPON COMPLETION OF FINAL GRADING, PERMANENT STRUCTURAL OR VEGETATIVE STABILIZATION SHALL BE ESTABLISHED. 8. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES AND UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED WITH STRUCTURAL AND/OR PERMANENT VEGETATIVE MEASURES. 9. CONTRACTOR SHALL PERFORM SITE INSPECTION AND MAINTENANCE ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 1/2 INCH OF RAIN PER 24 HOUR PERIOD. 10. ONCE PERMANENT STABILIZATION HAS OCCURRED, TEMPORARY SEDIMENT CONTROL MEASURES MAY BE REMOVED UPON APPROVAL FROM THE CITY. ANY AREAS DISTURBED BY THE REMOVAL OF EROSION CONTROL MEASURES SHALL BE RETURNED TO THE ORIGINAL, OR BETTER, CONDITION, THEN SEEDED, MULCHED, AND FERTILIZED. 11. THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT REQUIRES PEOPLE RESPONSIBLE FOR LAND DISTURBING ACTIVITIES TO INSPECT EROSION AND SEDIMENTATION CONTROL MEASURES AFTER EACH PHASE OF THE PROJECT UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS TO ENSURE THE INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE CONTINUALLY PERFORMING AS INTENDED. CONTROL OF WATER NOTES 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT, SUPPLIES, AND MATERIALS NECESSARY FOR THE CONTROL OF WATER, INCLUDING BUT NOT LIMITED TO: PUMPS, HOSE, SANDBAGS, DEWATERING DEVICES. 2. THE CONTRACTOR SHALL IMPLEMENT A CLEARWATER DIVERSION PLAN TO TEMPORARILY BYPASS FLOWS AROUND WORK AREAS. PUMPING MAY BE REQUIRED TO BYPASS FLOWS. 3. THE CONTRACTOR SHALL IMPLEMENT A WORK SITE DEWATERING PLAN TO DEWATER WORK AREAS AND TREAT WATER COLLECTED FROM DISTURBED AREAS. FLOWS COLLECTED FROM DISTURBED AREAS SHALL BE TREATED WITH AN APPROVED SEDIMENT CONTROL DEVICE PRIOR TO DISCHARGE. 4. ALL PUMPED FLOWS SHALL BE DISCHARGED IN A NON-EROSIVE MANNER TO A STABILIZED WATERCOURSE. 5. THE CONTRACTOR SHALL REMOVE OR MODIFY SANDBAG DIKES OR OTHER WATER CONTROL BARRIERS PRIOR TO FORECASTED RAIN EVENTS TO ALLOW FLOW THROUGH THE CHANNEL AS NEEDED TO MAINTAIN FLOW WITHIN UPSTREAM CHANNEL BANKS. 6. THE CONTRACTOR SHALL IMPLEMENT A PLAN TO PROVIDE POWER TO THE BYPASS PUMPS AT ALL HOURS FOR THE DURATION OF THE CULVERT CONSTRUCTION. THE PLAN SHALL INCLUDE MEASURES TO PROVIDE BACKUP POWER TO THE PUMPS IF THE PRIMARY POWER SOURCE SHOULD FAIL. 7. THE CONTRACTOR SHALL REMOVE CONSTRUCTION EQUIPMENT FROM THE CHANNEL AT THE END OF EACH WORK DAY AND PRIOR TO FORECASTED RAIN EVENTS. THE CITY IS NOT RESPONSIBLE FOR DAMAGE TO CONSTRUCTION EQUIPMENT. SEEDING NOTES SEED BED PREPARATION 1. CONTRACTOR SHALL PREPARE ALL AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING MEASURES PRIOR TO PLANTING. 2. TOPSOIL SHALL BE PLACED IN AREAS TO BE SEEDED AND ROUGHENED WITH TRACKED EQUIPMENT OR OTHER SUITABLE MEASURES. SLOPES STEEPER THAN 3:1 MAY BE ROUGHENED BY GROOVING, FURROWING, TRACKING, OR STAIRSTEP GRADING. SLOPES FLATTER THAN 3:1 SHOULD BE GROOVED BY DISKING, HARROWING, RAKING, OPERATING PLANTING EQUIPMENT ON THE CONTOUR. 3. SOIL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, LIME AND FERTILIZER SHALL BE SPREAD AS NECESSARY, AND AT THE RATES SHOWN IN THE SEEDING SCHEDULE. SEEDING SHALL BE AS PER TYPE AND RATES SHOWN IN THE SEEDING SCHEDULE. SEED SHALL BE BROADCAST AS SOON AS POSSIBLE FOLLOWING ROUGHENING, BEFORE SURFACE HAS BEEN SEALED BY RAINFALL. MULCHING AND TACKING AGENTS 1. MULCH MUST COVER A MINIMUM OF 80 PERCENT OF THE SOIL SURFACE AND MUST BE SECURED BY TACKING, CRIMPING, OR NETTING. 2. WOOD CELLULOSE FIBER MULCH SHALL BE USED IN HYDROSEEDING GRASS SEED IN COMBINATION WITH FERTILIZERS AND OTHER APPROVED ADDITIONS. 3. NO NETTING WITH PLASTIC MESH AND / OR PLASTIC TWINE SHALL BE USED IN WETLAND AND RIPARIAN BUFFERS TO PROTECT SMALL ANIMALS. HYDROSEEDING 1. HYDROSEEDING SHALL BE CARRIED OUT IN THREE STEPS. STEP ONE SHALL CONSIST OF THE APPLICATION OF LIME. IN STEP TWO THE SEED MIXTURE SHALL BE MIXED WITH THE FERTILIZER, WOOD CELLULOSE FIBER MULCH, AND ANY REQUIRED INOCULANTS AND APPLIED TO THE SEED BED. STEP THREE SHALL CONSIST OF APPLICATION OF TOP DRESSING DURING THE FIRST SPRING OR FALL, WHICHEVER COMES FIRST, AFTER STEP TWO. 2. INGREDIENTS FOR THE MIXTURE AND STEPS SHOULD BE DUMPED INTO A TANK OF WATER AND THOROUGHLY MIXED TO A HOMOGENEOUS SLURRY AND SPRAYED OUT UNDER A MINIMUM OF 300-350 POUNDS PRESSURE, IN SUITABLE PROPORTIONS TO ACCOMMODATE THE TYPE AND CAPACITY OF THE HYDRAULIC MACHINE TO BE USED. APPLICATIONS SHALL BE EVENLY SPRAYED OVER THE GROUND SURFACE. THE CONTRACTOR SHALL FREE THE TOPSOIL OF STONES, ROOTS, RUBBISH AND OTHER DELETERIOUS MATERIALS AND DISPOSE OF SAME OFF THE SITE. THE BARE SOIL, EXCEPT EXISTING STEEP EMBANKMENT AREA, SHALL BE ROUGH RAKED TO REMOVE STONES, ROOTS, AND RUBBISH OVER 4-INCH IN SIZE, AND OTHER DELETERIOUS MATERIALS AND DISPOSE OF SAME OFF THE SITE. 3. NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO RAKE EASILY, WHEN IT IS IN A FROZEN CONDITIONS, OR TOO DRY. ANY BARE SPOTS SHOWN IN TWO TO THREE WEEKS SHALL BE RE-CULTIVATED, FERTILIZED AT HALF THE RATE, RAKED, SEEDED, AND MULCHED AGAIN BY MECHANICAL OR HAND BROADCAST METHOD ACCEPTABLE TO THE OWNER. SIDE VIEW TOP VIEW HDPE PIPE FITTING COMPATIBLE WITH FILTER BAG BUOYANT TEE WITH INTAKE SCREEN NOTES: 1. SUCTION HOSE OF DEWATERING PUMP SHALL USE GLOBAL GPT-FLOAT, OR OTHER SIMILAR APPROVED DEVICE, FOR DEWATERING FROM EXCAVATIONS PRIOR TO DISCHARGE TO SEDIMENT BAG. INLET FLOAT SHALL BE PERIODICALLY CHECKED FOR SECURE ATTACHMENT TO PUMP INTAKE HOSE AND CLEANED AS REQUIRED TO PREVENT CLOGGING. PLAN ROCK OUTLET PROTECTION (ROP) DETAIL NTS SECTION FLOW SECURE PUMP LINE TO EXISTING GRADE, TYP TEMPORARY CLEAN WATER BY-PASS PUMPING STREAM BANK PLACE NON-WOVEN FILTER FABRIC UNDERNEATH ROCK ENERGY DISSIPATION STONE L2 L3 L1 T L1 W1 SUNNY DAY BASE FLOW 11. SIZE CWD FOR 2 YEAR STORM. DRAINAGE AREA TO EACH CWD IS SHOWN IN THE TABLE BELOW. C-31-0400 STEEL POST 3' - 0 " M I N FI L T E R F A B R I C 3' - 0 " M I N GRADE LINE LI N E W I R E S BOTTOM STRAND TOP STRAND STAY WIRES MIN 8" MI N 2' - 0 " MI N 8" 2' - 2 " M I N 8'-0" MAX GALV WIRE FABRIC AND SILT FENCE MATERIAL. BURY TOE OF MATERIAL FABRIC A MIN OF 8" ELEVATION SILT FENCE SECTION SILT FENCE 1. EXTRA STRENGTH SILT FENCE MATERIAL (AS APPROVED BY ENGINEER) WITH 6'-0" POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE. 2. SILT FENCE MATERIAL SHALL BE WIRED DIRECTLY TO POST. NOTE: SILT FENCE CLEAR WATER DIVERSION NTS 2 CD01 FILTER BAG NTS 1 CD01 3 CD01 L. SALEEBY S. KANE CD02 CIVIL CIVIL DETAILS 2T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 7 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C D 0 2 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 2 5 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: SECTION E: GROUND STABILIZATION REQUIRED GROUND STABILIZATION TIMEFRAMES SITE AREA DESCRIPTION TIME FRAME VARIATIONS STABILIZE WITHIN THIS MANY CALENDAR DAYS AFTER CEASING LAND DISTURBANCE (A) PERIMETER DIKES, SWALES, DITCHES, AND PERIMETER SLOPES 7 NONE (B) HIGH WATER QUALITY (HQW) ZONES 7 NONE (C) SLOPES STEEPER THAN 3:1 7 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED (D) SLOPES 3:1 TO 4:1 14 -7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH AND WITH SLOPES STEEPER THAN 4:1 -7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES -10 DAYS FOR FALLS LAKE WATERSHED (E) AREAS WITH SLOPES FLATTER THAN 4:1 14 -7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND HQW ZONES -10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS ZERO SLOPE GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 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 NCG01 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. 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: 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 ON PLANS. LOCATE EARTHEN-MATERIAL STOCKPILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASINS, PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE SHOWN NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. 2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A MINIMUM OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE. 3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE. 4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN ACCORDANCE WITH THE APPROVED PLAN AND ANY ADDITIONAL REQUIREMENTS. SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL COVERAGE TECHNIQUES THAT WILL RESTRAIN ACCELERATED EROSION ON DISTURBED SOILS FOR TEMPORARY OR PERMANENT CONTROL NEEDS. 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. SEED*** MIXTURE PLANTING SEASON LIME* FERTILIZER** STRAW MULCH*COMMENTS P TW TS DEC 1 - MAY 1 DEC 1 - APR 15 4000 1000 7502000 4000 4000 2000 750 4000 APPLICATION RATES IN POUNDS/ACRE SEEDING SCHEDULE TF AUG 15 - DEC 30 2000 1,000 4000 50 OF NITROGEN IN MARCH SEP 1 - NOV 1 APR 15 - AUG 15 OVERSEED WITH TYPE P SEED MIXTURE DURING NEXT PLANTING SEASON 700-1000 OF 10-10-10 60 OF NITROGEN TOPDRESSING (LB/AC)* OVERSEED WITH TYPE P SEED MIXTURE DURING NEXT PLANTING SEASON OVERSEED WITH TYPE P SEED MIXTURE DURING NEXT PLANTING SEASON FERTILIZER SHALL BE 10-10-10 ANALYSIS. NON-RIPARIAN SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS: PERMANENT SEEDING (LB/AC) TEMPORARY WINTER SEEDING (LB/AC) 120 RYE (GRAIN) TEMPORARY SUMMER SEEDING (LB/AC) 40 GERMAN MILLET P - TS - TW - * ** *** TEMPORARY FALL SEEDING (LB/AC) 120 RYE (GRAIN) TF - LIME SHALL BE APPLIED AT A MINIMUM OF 2 TONS PER ACRE WITH 3 TONS PER ACRE IN CLAY SOILS. APPLICATION RATES AND/OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY SOIL TEST. TACK MULCH BY APPLYING AT 0.10 GAL/YD² RIPARIAN SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS: PERMANENT SEEDING (LB/AC) TEMPORARY FALL/WINTER SEEDING (LB/AC) 30 RYE GRAIN P - TF/TW - TEMPORARY SUMMER SEEDING (LB/AC) 10 BROWN TOP MILLET 20 (PURE LIVE SEED) AS FOLLOWS: 17% BIG BLUESTEM (ANDROPOGON GERARDII) 25% PARTRIDGE PEA (CHAMAECRISTA FASICULATA) 5% SMOOTH PANICGRASS (DICHANTHELIUM DICHOTOMIFLORUM) 18% VIRGINIA WILDRYE (ELYMUS VIRGINICUS) .5% SOFT RUSH (JUNCUS EFFUSUS) 5% COASTAL PANICGRASS (PANICUM AMARUM) 20% SWITCHGRASS (PANICUM VIRGATUM) 3% BLACK-EYED SUSAN (RUDBECKIA HIRTA) .5% WOOLGRASS (SCIRPUS CYPERINUS) PURE LIVE SEED SHALL BE CALCULATED AS THE REQUIRED SEED DIVIDED BY BOTH THE GERMINATION AND PURITY. ENSURE SEEDS ARE PROPERLY STRATIFIED. TS - 10 GERMAN MILLET 30 WHEAT 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. HERBICIDES, PESTICIDES, AND RODENTICIDES 1. STORE AND APPLY HERBICIDES, PESTICIDES, AND RODENTICIDES IN ACCORDANCE WITH LABEL RESTRICTIONS. 2. STORE HERBICIDES, PESTICIDES, AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH THE LABEL, WHICH LISTS DIRECTIONS FOR USE, INGREDIENTS, AND FIRST AID STEPS IN CASE OF ACCIDENTAL POISONING. 3. DO NOT STORE HERBICIDES, PESTICIDES, AND RODENTICIDES IN AREAS WHERE FLOODING IS POSSIBLE OR WHERE THEY MAY SPILL OR LEAK INTO WELLS, STORMWATER DRAINS, GROUND WATER, OR SURFACE WATER. IF A SPILL OCCURS, CLEAN AREA IMMEDIATELY. 4. DO NOT STOCKPILE THESE MATERIALS ONSITE. EX I S T I N G RO A D W A Y 2" - 3" COARSE AGGREGATE PLAN CROSS SECTION X X X X X X X X X X SEE N.C. DENR EROSION AND SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA. 50'-0" MIN 12 ' - 0 " M I N 6" MI N 35'-0" MIN 15'-0" MIN 12 " MI N C-31-0490 GRAVEL ENTRANCE/EXIT SILT FENCE* EXISTING ROADWAY TYPE II SEPARATOR GEOTEXTILE NEW CONSTRUCTION NOTES: 1. *SILT FENCE SHOULD BE INSTALLED TO ENSURE CONSTRUCTION ENTRANCE IS USED. 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION ENTRANCE EXTENDED. 3. MAINTENANCE: ADD ADDITIONAL STONE AND "FLUFF" TOP DRESSING WITH 2" STONE. OVERSEED WITH 10 LB/AC KOBE LESPEDEZA 20 (PURE LIVE SEED) AS FOLLOWS: 40% SWITCHGRASS (PANICUM VIRGATUM) 12% BIG BLUESTEM (ANDROPOGON GERARDII) 12% VIRGINIA WILDRYE (ELYMUS VIRGINICUS) 12% LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM) 12% INDIANGRASS (SORGHASTRUM NUTANS) 12% PURPLETOP (TRIDENS FLAVA) PURE LIVE SEED SHALL BE CALCULATED AS THE REQUIRED SEED DIVIDED BY BOTH THE GERMINATION AND PURITY. ENSURE SEEDS ARE PROPERLY STRATIFIED. 1.SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED DURINGCONSTRUCTION, SELECTING FROM THE NC DWR LIST OF APPROVED PAMS/FLOCCULANTS. 2. APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT CONTROLMEASURES. 3. APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR LIST OF APPROVED PAMS/FLOCCULANTS AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4. PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER BEFORE DISCHARGING OFFSITE. 5. STORE FLOCCULANTS IN LEAK-PROOF CONTAINERS THAT ARE KEPT UNDERSTORM-RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES. POLYACRYLAMIDES (PAMS) AND FLOCCULANTS L. SALEEBY S. KANE CD03 CIVIL CIVIL DETAILS 3T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 8 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C D 0 3 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 2 5 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION SELF-INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE TABLE BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS WOULD CAUSE THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY BE DELAYED UNTIL THE NEXT BUSINESS DAY ON WHICH IT IS SAFE TO PERFORM THE INSPECTION. IN ADDITION, WHEN A STORM EVENT OF EQUAL TO OR GREATER THAN 1.0 INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF-INSPECTION SHALL BE PERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANY TIME WHEN INSPECTIONS WERE DELAYED SHALL BE NOTED IN THE INSPECTION RECORD. REQUIRED GROUND STABILIZATION TIMEFRAMES INSPECT INSPECTION RECORDS MUST INCLUDE: FREQUENCY (DURING NORMAL BUSINESS HOURS) (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) STORMWATER 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 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. (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 1. IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE SITE LIMITS, THEN A RECORD OF THE FOLLOWING SHALL BE MADE: 2. ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT THE SITE LIMITS, 3. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN, AND 4. 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 1. 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: 2. DESCRIPTION, EVIDENCE AND DATE OF CORRECTIVE ACTIONS TAKEN, AND 3. 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 DAY CALENDAR DAY INSPECTION REQUIREMENT PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC PLAN DOCUMENTATION THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER THIS PERMIT. THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE KEPT ON SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES DURING NORMAL BUSINESS HOURS. ITEM TO DOCUMENT INSPECTION RECORDS MUST INCLUDE: (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. 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, ·THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS, ·THEY CAUSE SHEET ON 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 BYPASS (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. OCCURENCE REPORTING TIMEFRAME (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) 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. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT OF 1 INCH IN 24 HOURS. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO PREVENT FURTHER DAMAGE AND EROSION. STRUCTURES AND MEASURES THAT SHALL BE INSPECTED ARE OUTLINED IN THE FOLLOWING SECTION. THE PERSON WHO PERFORMS THE INSPECTION SHALL MAINTAIN AND MAKE AVAILABLE A RECORD OF THE INSPECTION AT THE SITE OF THE LAND-DISTURBING ACTIVITY. THE RECORD SHALL SET OUT ANY SIGNIFICANT DEVIATION FROM THE APPROVED EROSION CONTROL PLAN, IDENTIFY ANY MEASURES THAT MAY BE REQUIRED TO CORRECT DEVIATION, AND DOCUMENT THE COMPLETION OF THOSE MEASURES. THE RECORD SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER HAS BEEN ESTABLISHED AS REQUIRED BY THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. SILT FENCE: - ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR BECOMES INEFFECTIVE SHALL BE REPLACED IMMEDIATELY. ALL FABRIC SHALL BE REPLACED AFTER THE FIRST 6 MONTHS OF CONSTRUCTION ACTIVITY AND EVERY 6 MONTHS THEREAFTER UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETE. - REMOVED SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. EROSION CONTROL MAINTENANCE NOTES: 12 " T Y P 6' MIN INNER LAYER BIAXIAL GEOGRID LEGEND DETAILED VIEW COMPACTED COMMON FILL, TYP SEE NOTE 7 TIE INTO EX BANK PER EROSION CONTROL MATTING DET OUTER LAYER EROSION CONTROL MATTING TOP SOIL/COMPOST MIX COMPACTED FILL PLANTS COMPACTED FILL ANCHOR W/ 2"x 4"x 24" TRIANGULAR HARDWOOD STAKES AT 4' INTERVALS, STAGGERED BY LAYER EX GROUND GEOGRID TENSAR BX1100 OR APPROVED EQUAL BASEFLOW CANAL CL REF PT SEE PLANS TOPSOIL, SUITABLE FOR VEGETATIVE ESTABLISHMENT (REDUCED COMPACTION ZONE) ALL EXPOSED FACES TO BE MULCHED AND SEEDED CL FACING COIR FOBER MATTING BIO-D 70 OR APPROVED EQUAL ROUND OUTER EDGE, 6" MIN RADIUS 6' WIDTH, TYP SL BOT EL TO MATCH CANAL INV EL NCDOT TYPE 2 GEOTEXTILE FABRIC LIVESTAKE OR TUBELING BETWEEN EACH LAYER WITHIN 12" OF BASEFLOW AT 3' OC LIVESTAKES/ TUBLELINGS GEOTEXTILE FABRIC 3' MIN OVERLAP 24" TOPSOIL/ COMPOST ZONE SPACE HARDWOOD STAKES 4' OC MAX 3' MIN EMBEDMENT LENGTH INTO BANK STAGGER HARDWOOD STAKES (EACH LAYER) NOTES 1. DOUBLE SOIL LIFT SHALL CONSIST OF TWO LAYERS OF MATTING OF DIFFERENT MATERIALS. THE INNER MAT LAYER IS TO CONSIST OF A BIAXIAL GEOGRID (TENSAR BX1100 OR APPROVED EQUAL). THE OUTER MAT IS TO CONSIST OF A COCONUT FIBER COIR MAT (ROLANKA BIO-D 70 OR APPROVED EQUAL). 2. SOIL LIFT FACES ARE TO BE FILLED WITH TOPSOIL AND SEED MIX. THE REMAINDER OF THE SOIL LIFT IS TO BE FILLED WITH COMPACTED FILL. 3. SOIL LIFTS ARE TO BE 12" HIGH PER LIFT. 4. MATTING TO BE STRETCHED TIGHT AND WRINKLE FREE AROUND LIFT. 5. 6" TOPSOIL SURFACE TO BE FREE OF STICKS, DEBRIS, AND TWIGS TO PREVENT CAVITATION. 6. SOIL LIFTS SHALL FOLLOW THIS DETAIL UNLESS DIRECTED BY THE ENGINEER. NOTES CONTINUED 7. SATISFACTORY COMPACTED COMMON FILL SOIL TYPES INCLUDE ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, SC AND SM OR A COMBINATION OF THESE SOIL GROUPS. SOIL SHALL BE FREE OF ROCK OR GRAVEL LARGER THAN 2" IN ANY DIMENSION DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. 8. COMPACTED FILL FOR ROADWAY SUBGRADE SHALL MEET THE REQUIREMENTS OF SELECT FILL. IF THE SELECT FILL IS A SILTY OR CLAYEY SOIL MATERIAL, IT SHALL HAVE A MAXIMUM LIQUID LIMIT (LL) OF 50 AND A MAXIMUM PLASTICITY INDEX (PI) BETWEEN 6 AND 20. IF SELECT FILL IS A GRANULAR SOIL MATERIAL, IT SHALL HAVE A MAXIMUM PLASTICITY INDEX (PI) OF 5. SELECT FILL MATERIAL SHALL HAVE NO MORE THAN 5% ORGANIC CONTENT, AND RECEIVE A MINIMUM COMPACTION OF 95% OF MAXIMUM DRY DENSITY COMPACTED WITHIN +/- 2% OF OPTIMUM MOISTURE CONTENT. SELECT FILL SHALL BE SAMPLED PRIOR TO HAULING TO VERIFY REQUIRED SOIL PARAMETERS. 9. SOIL LIFTS TO BE SEEDED AND PLANTED AS DESCRIBED ON THE CONTRACT DRAWINGS. 10. PLAIN WOODEN STAKES SHALL CONSIST OF ROUGH SAWN HARDWOOD, TRIANGULAR IN SHAPE, 2" x 4" IN CROSS SECTION AND 24" IN LENGTH. 11. FOLLOWING PLACEMENT OF SOIL LIFTS, THE ACCESS ROAD SHALL BE PROOF ROLLED WITH A TANDEM AXLE DUMP TRUCK IN THE PRESENCE OF AN OWNER REPRESENTATIVE TO DETERMINE THE EXTENT OF ROAD REPAIRS. CROSS SECTION BANKFULL EDGE OF SHOULDER 2:1 EDGE OF RD REF PT, SEE PLANS24" OFFSET DOUBLE LAYER SOIL LIFT NTS 6" NCDOT TYPE 2 GEOTEXTILE FABRIC EROSION CONTROL MATTING, TYP SEE DET TOPSOIL / COMPOST MIX FOR SOIL LIFT FACE, TYP CROWNED ABC GRAVEL RD 1:1 MAX SEE SCHEDULE TRANSITION WIDTH VARIES, SEE SCHEDULE COMPACTED SELECT FILL, TYP SEE NOTE 8 12:1 NOTES 1. EROSION CONTROL MATTING (ECM) SHALL BE 'ROLANKA BIO-D MAT 70' OR APPROVED EQUAL, ABLE TO WITHSTAND 12 FPS WATER VELOCITIES AND 4.5 PSF SHEAR STRESS. ECM EMBEDMENT 3.0 FT. 2. PREPARE SOIL BEFORE INSTALLING ECM, INCLUDING ANY NECESSARY APPLICATION OF MULCH, LIME, FERTILIZER AND SEED. 3. BEGIN AT THE BOTTOM OF THE SLOPE, WORKING FROM DOWNSTREAM UP, AND ANCHOR ECM IN A 12" DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP EARTH FIRMLY. 4. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS 12" AND ANCHOR AT 12" CENTERS WITH THE UPPER ROLL OVERLAPPING THE TOP OF THE LOWER ROLL. 5. WHEN ECM MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE IN DIRECTION OF FLOW) WITH 12" OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6" CENTERS. ADDITIONAL FASTENING MAY BE REQUIRED WHERE ECM IS CUT TO INSTALL PLANTINGS. 6. LAY ECM LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT WITH THE SOIL - DO NOT STRETCH. 7. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF (3) 18-INCH WOOD STAKES PER SQUARE YARD AND FOR SLOPES FLATTER THAN 2:1 USE A MINIMUM OF (2) 18-INCH WOOD STAKES PER SQUARE YARD. PROVIDE ADDITIONAL STAKING ALONG CHANNEL BOTTOM WHERE ECM FORMS TOE OF SLOPE. 8. WOOD STAKES SHALL BE ANGLED SUCH THAT EXPOSED PORTION (2"-4") FACES UPSTREAM. 9. ANCHOR, FILL, AND COMPACT END OF ECM IN 12"x6" TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF INITIAL TRENCH). 10. ANCHORING DIMENSIONS TO BE REDUCED IN AREAS OF NATURAL RESOURCES TO BE PROTECTED. 11. ECM MAY BE EXTENDED UP STREAM BANK AS DIRECTED. 12. REFER TO SOIL LIFT DETAIL FOR ADDITIONAL INFORMATION SPECIFIC TO THAT APPLICATION. STAKE MATTING TO BOT OF TRANSITION TRENCH, 1 STAKE PER 3LF WOODEN STAKE COIR FIBER ECM FILL KEY TRENCH W/ TOPSOIL AND COMPACT EDGE OF MATTING 4" MIN FROM WOODEN STAKE PLAN VIEW FOLDING MATTING AT BENDS WRAP COIR FIBER ECM 12 " MI N 1 3 FILL KEY TRENCH W/ TOPSOIL AND COMPACT EDGE OF MATTING 4" MIN FROM WOODEN STAKE 12 " MI N STAKE TYPICAL DETAIL 18 " M I N SAW 2 X 4 DIAGONALLY TO PRODUCE 2 DEAD STOUT STAKES TOP OF BANK FLOW TOE SLOPE PROTECTION TO BE PROVIDED AS IDENTIFIED ON DETAIL UPSTREAM MATTING OVERLAPS DOWNSTREAM MATTING 12" (SEE OVERLAP DETAIL) UPSTREAM MATTING DOWNSTREAM MATTING 3.0' DOWNSTREAM MATTING LAYER LAPS UNDER STAKE THROUGH BOTH MATTING LAYERS STAKE THROUGH BOTTOM MATTING LAYER UPSTREAM MATTING LAYER LAPS OVER TOP UPSTREAM MATTING OVERLAPS DOWNSTREAM MATTING 12" 12 " MI N SEE KEY TRENCH DETAIL ALL MATTING FORMS TO BE LAPPED IN AN UPSTREAM TO DOWNSTREAM DIRECTION MAXIMUM ANGLE 15° STAKES ON 3' CENTERS, TYP A A B B 12 " MI N PLAN VIEW KEY TRENCH DETAIL OVERLAP SECTION A OVERLAP SECTION B TOP OF BANK TOE OF SLOPE TRANSITION TRENCH DETAIL STAKE MATTING TO BOT OF TRANSITION TRENCH, 1 STAKE PER 3LF WOODEN STAKE 12" FLOW FLOW 18" WOOD STAKE (EXPOSED PORTION TO FACE UPSTREAM) BANKFULL BASE FLOW TIE-IN MATTING (12" MIN) 12" * 12" MIN 6" MIN ** COIR FIBER ECM BACKFILL AND TRANSITION INTO STREAMBANK * ** PROPOSED SLOPE STRAW MULCH AND SEED EX GROUND TRIANGULAR WOOD STAKE STAKES THROUGH BOTTOM MATTING LAYER STAKES THROUGH BOTH MATTING LAYERS SEE TRANSITION TRENCH DET TOE OF SLOPE KEY-IN VERTICAL EDGE AT UPSTREAM BOUNDARY LIMITS KEY-IN VERTICAL EDGE AT DOWNSTREAM BOUNDARY LIMITS EROSION CONTROL MATTING (ECM) NTS EG, TYP PROFILE VIEW L. SALEEBY S. KANE CD04 CIVIL CIVIL DETAILS 4T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 8 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C D 0 4 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 2 5 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: LIVE STAKES NTS NOTES 1. SOAK LIVE STAKES FOR A MINIMUM OF 24 HOURS AND RECUT ENDS AT 45 ANGLES PRIOR TO INSTALLATION. 2. USE 1/2"-3/4" REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES INTO GROUND. 3. DRIVE LIVE STAKE 3/4 OF ITS LENGTH INTO THE GROUND. 4. RECUT ANY LIVE STAKE TIPS DAMAGED BY INSTALLATION. 5. STAKES TO BE 1/2" TO 2" IN DIAMETER, 3' TO 4' LONG. 6. SPACE LIVE STAKES 2'-3' ON CENTER (TRIANGULAR SPACING) FOR A DENSITY OF 2 TO 4 CUTTINGS PER SQUARE YARD. 7. ANGLE AT 45 TO DOWNSTREAM FLOW. 8. LIVE STAKES SHALL ONLY BE PLACED IN AREAS OF APPROPRIATE SUNLIGHT AND CONTACT WITH GROUNDWATER. 1 CD04 2 CD04 3 CD04 ROAD GRADE FLOW FLOW LENGTH OF DOUBLE LAYER SOILLIFT ALONG CANAL, SEE DET 1, DWG CD04 10'10' 3H:1V MAX SLOPE FOR TIE-IN TO EG, TYP 1% MIN, 5% MA X , T Y P 12" MIN STORM PIPE 2H:1V MAX SLOPE, TYP 2'2' 24" 24 " M I N 24 " M I N A A B B GRAVEL RD GRASS SHOULDER PLAN NTS SECTION A NTS SECTION B NTS 12 " MI N 24 " M I N 24" 12"MIN GRASS LINED W/ TEMP TRM GRASS LINED W/ TEMP TRM DB, SEE DET ROADSIDE SWALE LENGTH DB, SEE DET 2, THIS DWG 24 " 2H:1V M A X S L O P E , T Y P H DB, SEE DET 2H:1V M A X SLOPE , T Y P 24 " M I N 12 " MI N DRAIN BASIN AND ROADSIDE SWALE TYPICAL PROFILE NTS DRAIN BASIN AND ROADSIDE SWALE TYPICAL PLAN NTS FL O W FL O W 6'6' SL, SEE DET 12 " M I N CANAL 2H : 1 V M A X S L O P E 6" ABC STONE GRASS SHOULDER 12H:1V EG, TYP CANAL INV EL, SEE SCHEDULE DB, SEE DET 2 THIS DWG 2'12'2' 12 " T Y P DRAIN BASIN, STORM DRAIN, AND ROADWAY TYPICAL PROFILE NTS 24 " M I N FLOW NCDOT TYPE 2 GEOTEXTILE FABRIC COMPACTED SUBGRADE MEETING THE REQUIREMENTS OF SELECT FILL 6'6' 2% SLOPE 1% MIN SLOPE, 3% MAX SLOPE STORM PIPE 2% SLOPE GRASS SHOULDER 12H:1V NOTES 1. SWALE, DRAIN BASIN, AND PIPE SCHEDULE TO BE PROVIDED IN 60% DESIGN. 1'MIN TRANSITION 2H:1V VARIES, SEE DET 1, DWG CD04 12 " MI N CUT PIPE END TO MATCH SLOPE 6" PERFORATED PVC 0.5% SLOPE, MIN6" PERFORATED PVC 0.5% SLOPE, MIN 24 " M I N FRENCH DRAIN, IF REQUIRED, TYP MATCH INVERT OF STORM PIPE SEE DET 2, DWG CD06 2' 4.5' MIN 4.5' MIN DRAIN BASIN NTS NOTES 1. PROPOSED TOPSOIL AND STONE HATCHING SHOWN AS SCREENED FOR CLARITY. 2. DOME INLET FRAME AND GRATE SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3. DRAIN BASIN TO BE ADS NYLOPLAST OR APPROVED EQUAL. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212. 5. IF FRENCH DRAIN CONNECTION TO DRAIN BASIN IS REQUIRED, SEE DET 2, DWG CD06 24 " M I N 18" Ø RIM EL, SEE SCHEDULE WRAP SIDES AND BOT IN FILTER FABRIC 6"T TOPSOIL 6"T #57 STONE 12" MIN SUMP 6"T #57 STONE, TYP HDPE STORM DRAIN COMPACTED SUBGRADE 18"Ø DIP DOME INLET GRATE PERFORATION, TYP SEE DET 3, THIS DWG DRAIN BASIN PERFORATIONS NTS NOTES: 1. PERFORATIONS SHALL NOT BE LOCATED WITHIN 1" OF ADAPTERS. 2. PERFORATIONS SHALL BE STAGGERED EVERY OTHER ROW AS SHOWN. 3. DRAIN BASIN SHALL BE WRAPPED IN GEOTEXTILE FILTER FABRIC. ELEVATION VIEW TOP VIEW H, S E E S C H E D U L E NO PERFORATIONS WITHIN 6" OF RIM 8 PERFORATIONS PER ROW 1/2"Ø MAX, TYP 2" MIN, TYP BASE SHALL BE PERFORATED TO MATCH WALLS HDPE STORM DRAIN 6" PERFORATED PVC FRENCH DRAIN IF REQUIRED SEE DET 2, DWG CD06 45°' L. SALEEBY S. KANE CD05 CIVIL CIVIL DETAILS 5T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 8 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C D 0 5 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 2 6 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: 1 CD05 2 CD05 3 CD05 L. SALEEBY S. KANE CD06 CIVIL CIVIL DETAILS 6T. SCHUELER PL O T D A T E : 2 / 9 / 2 0 2 4 3 : 3 8 P M B Y : L S A L E E B Y Fi l e : O : \ 3 0 9 0 6 \ 3 0 9 0 6 - 3 0 6 \ C A D _ B I M \ C I V I L \ C D 0 6 S a v e d b y L S A L E E B Y S a v e d a t e : 2 / 9 / 2 0 2 4 3 : 2 7 P M 90% DESIGN - DO NOT USE FOR CONSTRUCTION HAZEN AND SAWYER 4011 WESTCHASE BOULEVARD, SUITE 500 RALEIGH, NORTH CAROLINA 27607 LICENSE NO.: C-0381 McCOTTER CANAL BANK STABILIZATION CITY OF HAVELOCK HAVELOCK, NORTH CAROLINA 30906-306 FEBRUARY 2024L. SALEEBY IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER: 6-INCH PERFORATED PVC PIPE DISCHARGED INTO DRAIN BASIN SEE DETAILS 1-3, DWG CD05 NCDOT TYPE 1 FILTER GEOTEXTILE, TYP 1' NO. 57 STONE 3" ASTM C33 SAND 3" MI N MAX STABLE EXCAVATION SLOPE CENTER LINE OF ROADSIDE SWALE NOTE 1. TRENCHING FOR FRENCH DRAIN MAY BE COMPLETED PRIOR TO INSTALLATION OF THE DOUBLE LAYER SOIL LIFT WITH GABION TOE TO ASSIST IN DEWATERING DURING CONSTRUCTION. 2. INSTALL FRENCH DRAIN IN LOCATIONS WHERE GABION TOE IS REQUIRED FOR SOIL LIFT AND/OR AREAS WHERE PERCHED GROUNDWATER IS ENCOUNTERED. FRENCH DRAIN NTS 12 " T Y P INNER LAYER BIAXIAL GEOGRID LEGEND DETAILED VIEW OUTER LAYER COIR FIBER MAT TOP SOIL/COMPOST MIX IMPORTED FILL FOR SOIL LIFT PLANTS COMPACTED FILL LIVESTAKES/ TUBLELINGS GEOTEXTILE FILTER FABRIC 3' MIN OVERLAP 24" TOPSOIL/ COMPOST ZONE NOTES 1. SOIL LIFTS SHALL FOLLOW DET 1, DWG CD04 UNLESS GABION TOE IS REQUIRED, AS DETERMINED BY THE ENGINEER. DETERMINATION WILL BE MADE BASED ON GEOTECHNICAL INVESTIGATIONS AND/OR PERCHED GROUNDWATER ENCOUNTERED DURING EXCAVATION. 2. EXCAVATE AND PLACE FILTER FABRIC AND CLASS A STONE 12" BELOW EXISTING CHANNEL INVERT 3. ROLL OUT BIAXIAL GEOGRID AND PLACE, ASSEMBLE, FILL AND WIRE SHUT 3'X3' GABIONS. GABIONS ARE TO BE TIED TO EACH OTHER. GABION WIRE SHOULD BE PLASTIC COATED. 4. DOUBLE SOIL LIFT SHALL CONSIST OF TWO LAYERS OF MATTING OF DIFFERENT MATERIALS. THE INNER MAT LAYER IS TO CONSIST OF A BIAXIAL GEOGRID (TENSAR BX1100 OR APPROVED EQUAL). THE OUTER MAT IS TO CONSIST OF A COCONUT FIBER COIR MAT (ROLANKA BIO-D 70 OR APPROVED EQUAL). 5. SOIL LIFT FACES ARE TO BE FILLED WITH TOPSOIL AND SEED MIX. THE REMAINDER OF THE SOIL LIFT IS TO BE FILLED WITH COMPACTED FILL. 6. SOIL LIFTS ARE TO BE 12" HIGH PER LIFT. 7. MATTING TO BE STRETCHED TIGHT AND WRINKLE FREE AROUND LIFT. 8. 6" TOPSOIL SURFACE TO BE FREE OF STICKS, DEBRIS, AND TWIGS TO PREVENT CAVITATION. 9. COMMON FILL SOIL SHALL BE FREE OF ROCK OR GRAVEL LARGER THAN 2" IN ANY DIMENSION DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. 10. COMPACTED FILL FOR ROADWAY SUBGRADE SHALL MEET THE REQUIREMENTS OF SELECT FILL. IF THE SELECT FILL IS A SILTY OR CLAYEY SOIL MATERIAL, IT SHALL HAVE A MAXIMUM LIQUID LIMIT (LL) OF 50 AND A MAXIMUM PLASTICITY INDEX (PI) BETWEEN 6 AND 20. IF SELECT FILL IS A GRANULAR SOIL MATERIAL, IT SHALL HAVE A MAXIMUM PLASTICITY INDEX (PI) OF 5. SELECT FILL MATERIAL SHALL HAVE NO MORE THAN 5% ORGANIC CONTENT, AND RECEIVE A MINIMUM COMPACTION OF 95% OF MAXIMUM DRY DENSITY COMPACTED WITHIN +/- 2% OF OPTIMUM MOISTURE CONTENT. SELECT FILL SHALL BE SAMPLED PRIOR TO HAULING TO VERIFY REQUIRED SOIL PARAMETERS. 11. SOIL LIFTS TO BE SEEDED AND PLANTED AS DESCRIBED ON THE CONTRACT DRAWINGS. 12. PLAIN WOODEN STAKES SHALL CONSIST OF ROUGH SAWN HARDWOOD, TRIANGULAR IN SHAPE, 2" x 4" IN CROSS SECTION AND 24" IN LENGTH. 13. FOLLOWING PLACEMENT OF SOIL LIFTS, THE ACCESS ROAD SHALL BE PROOF ROLLED WITH A TANDEM AXLE DUMP TRUCK IN THE PRESENCE OF AN OWNER REPRESENTATIVE TO DETERMINE THE EXTENT OF ROAD REPAIRS. CROSS SECTION DOUBLE LAYER SOIL LIFT W/ GABION TOE NTS GABION BASKET NCDOT CLASS A STONE NO. 2 STONE #57 STONE IMPORTED FILL FOR ROAD REPAIR EX GROUND BASEFLOW 6' WIDTH, TYP NCDOT TYPE 2 GEOTEXTILE FILTER FABRIC UNDER STONE SPACE STAKES 4' OC MAX 2:1 24" OFFSET 6" 1' 1' 1: 1 12" NCDOT TYPE 2 FILTER FABRIC 3'x3' GABION 1' NCDOT TYPE 1 GEOTEXTILE FILTER FABRIC ALONG 1:1 SLOPE ANCHOR W/ 2"x 4"x 24" TRIANGULAR HARDWOOD STAKES AT 4' INTERVALS, STAGGERED BY LAYER BIAXIAL GEOGRID TENSAR BX1100 OR APPROVED EQUAL TOPSOIL, SUITABLE FOR VEGETATIVE ESTABLISHMENT (REDUCED COMPACTION ZONE) ALL EXPOSED FACES TO BE MULCHED AND SEEDED SL FACING COIR FIBER MATTING BIO-D 70 OR APPROVED EQUAL ROUND OUTER EDGE, 6" MIN RADIUS LIVESTAKE OR TUBELING BETWEEN EACH LAYER WITHIN 12" OF BASEFLOW AT 3' OC COMPACTED COMMON FILL FOR SOIL LIFT, TYP SEE NOTE 9 CANAL CL REF PT SEE PLANS GABION BASKET; BOTTOM ELEV TO MATCH CANAL INV ELEV STAGGER HARDWOOD STAKES (EACH LAYER) EDGE OF SHOULDER EDGE OF RD REF PT, SEE PLANS OUTER LAYER COIR FIBER MATTING, TYP TOPSOIL / COMPOST MIX FOR SOIL LIFT FACE, TYP ABC GRAVEL RD #57 STONE NO. 2 STONE NCDOT CLASS A STONE INNER LAYER BIAXIAL GEOGRID, TYP BIAXIAL GEOGRID, TYP TIE INTO EX BANK PER COIR FIBER MATTING DET NCDOT TYPE 2 GEOTEXTILE FILTER FABRIC COMPACTED SELECT FILL FOR ROAD REPAIR, TYP SEE NOTE 10 2' ROADSIDE SWALE, SEE DETAIL 1, DWG CD05 ABC GRAVEL 1:1 MAX SEE SCHEDULE TRANSITION WIDTH VARIES, SEE SCHEDULE 1 CD06 NOTES: 1. DOUBLE LAYER SOIL LIFT W/ GABION TOE TO BE USED WHERE DETERMINED BY ENGINEER DUE TO GEOTECHNICAL INVESTIGATIONS AND/OR WHERE PERCHED GROUNDWATER IS ENCOUNTERED DURING EXCAVATION, AS DETERMINED BY ENGINEER. 2 CD06 Nationwide Permit 13 Bank Stabilization Effective Date: February 25, 2022 / Expiration Date: March 14, 2026 Authority: Sections 10 and 404 Bank stabilization activities necessary for erosion control or prevention, such as vegetative stabilization, bioengineering, sills, rip rap, revetment, gabion baskets, stream barbs, and bulkheads, or combinations of bank stabilization techniques, provided the activity meets all of the following criteria: (a) No material is placed in excess of the minimum needed for erosion protection; (b) The activity is no more than 500 feet in length along the bank, unless the district engineer waives this criterion by making a written determination concluding that the discharge of dredged or fill material will result in no more than minimal adverse environmental effects (an exception is for bulkheads – the district engineer cannot issue a waiver for a bulkhead that is greater than 1,000 feet in length along the bank); (c) The activity will not exceed an average of one cubic yard per running foot, as measured along the length of the treated bank, below the plane of the ordinary high water mark or the high tide line, unless the district engineer waives this criterion by making a written determination concluding that the discharge of dredged or fill material will result in no more than minimal adverse environmental effects; (d) The activity does not involve discharges of dredged or fill material into special aquatic sites, unless the district engineer waives this criterion by making a written determination concluding that the discharge of dredged or fill material will result in no more than minimal adverse environmental effects; (e) No material is of a type, or is placed in any location, or in any manner, that will impair surface water flow into or out of any waters of the United States; (f) No material is placed in a manner that will be eroded by normal or expected high flows (properly anchored native trees and treetops may be used in low energy areas); (g) Native plants appropriate for current site conditions, including salinity, must be used for bioengineering or vegetative bank stabilization; (h) The activity is not a stream channelization activity; and (i) The activity must be properly maintained, which may require repairing it after severe storms or erosion events. This NWP authorizes those maintenance and repair activities if they require authorization. This NWP also authorizes temporary structures, fills, and work, including the use of temporary mats, necessary to construct the bank stabilization activity. Appropriate measures must be taken to maintain normal downstream flows and minimize flooding to the maximum extent practicable, when temporary structures, work, and discharges of dredged or fill material, including cofferdams, are necessary for construction activities, access fills, or dewatering of construction sites. Temporary fills must consist of materials, and be placed in a manner, that will not be eroded by expected high flows. After construction, temporary fills must be removed Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 2 in their entirety and the affected areas returned to pre-construction elevations. The areas affected by temporary fills must be revegetated, as appropriate. Notification: The permittee must submit a pre-construction notification to the district engineer prior to commencing the activity if the bank stabilization activity: (1) involves discharges of dredged or fill material into special aquatic sites; or (2) is in excess of 500 feet in length; or (3) will involve the discharge of dredged or fill material of greater than an average of one cubic yard per running foot as measured along the length of the treated bank, below the plane of the ordinary high water mark or the high tide line. (See general condition 32.) Note: In coastal waters and the Great Lakes, living shorelines may be an appropriate option for bank stabilization, and may be authorized by NWP 54. GENERAL CONDITIONS Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as applicable, in addition to any regional or case-specific conditions imposed by the division engineer or district engineer. Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to determine the status of Clean Water Act Section 401 water quality certification and/or Coastal Zone Management Act consistency for an NWP. Every person who may wish to obtain permit authorization under one or more NWPs, or who is currently relying on an existing or prior permit authorization under one or more NWPs, has been and is on notice that all of the provisions of 33 CFR 330.1 through 330.6 apply to every NWP authorization. Note especially 33 CFR 330.5 relating to the modification, suspension, or revocation of any NWP authorization. 1. Navigation. (a) No activity may cause more than a minimal adverse effect on navigation. (b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the permittee’s expense on authorized facilities in navigable waters of the United States. (c) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the activity's primary purpose is to impound water. All permanent and temporary crossings of waterbodies shall be suitably culverted, bridged, or otherwise designed and constructed to maintain low flows to sustain the movement of those aquatic species. If a bottomless culvert cannot be used, then the crossing should be designed and constructed to minimize adverse effects to aquatic life movements. Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 3 3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g., through excavation, fill, or downstream smothering by substantial turbidity) of an important spawning area are not authorized. 4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory birds must be avoided to the maximum extent practicable. 5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly related to a shellfish harvesting activity authorized by NWPs 4 and 48, or is a shellfish seeding or habitat restoration activity authorized by NWP 27. 6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.). Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the Clean Water Act). 7. Water Supply Intakes. No activity may occur in the proximity of a public water supply intake, except where the activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization. 8. Adverse Effects from Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent practicable. 9. Management of Water Flows. To the maximum extent practicable, the pre-construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream channelization, storm water management activities, and temporary and permanent road crossings, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows unless the primary purpose of the activity is to impound water or manage high flows. The activity may alter the pre-construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities). 10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA- approved state or local floodplain management requirements. 11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance. 12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow, or during low tides. 13. Removal of Structures and Fills. Temporary structures must be removed, to the maximum extent practicable, after their use has been discontinued. Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations. The affected areas must be revegetated, as appropriate. Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 4 14.Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity-specific conditions added by the district engineer to an NWP authorization. 15.Single and Complete Project. The activity must be a single and complete project. The same NWP cannot be used more than once for the same single and complete project. 16.Wild and Scenic Rivers. (a) No NWP activity may occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a ‘‘study river’’ for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study status. (b) If a proposed NWP activity will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a ‘‘study river’’ for possible inclusion in the system while the river is in an official study status, the permittee must submit a pre- construction notification (see general condition 32). The district engineer will coordinate the PCN with the Federal agency with direct management responsibility for that river. Permittees shall not begin the NWP activity until notified by the district engineer that the Federal agency with direct management responsibility for that river has determined in writing that the proposed NWP activity will not adversely affect the Wild and Scenic River designation or study status. (c) Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or study river (e.g., National Park Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service). Information on these rivers is also available at: http://www.rivers.gov/. 17.Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. 18.Endangered Species. (a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such species. No activity is authorized under any NWP which “may affect” a listed species or critical habitat unless ESA section 7 consultation addressing the consequences of the proposed activity on listed species or critical habitat has been completed. See 50 CFR 402.02 for the definition of “effects of the action” for the purposes of ESA section 7 consultation, as well as 50 CFR 402.17, which provides further explanation under ESA section 7 regarding “activities that are reasonably certain to occur” and “consequences caused by the proposed action.” (b) Federal agencies should follow their own procedures for complying with the requirements of the ESA (see 33 CFR 330.4(f)(1)). If pre-construction notification is required for the proposed activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 5 documentation has not been submitted, additional ESA section 7 consultation may be necessary for the activity and the respective federal agency would be responsible for fulfilling its obligation under section 7 of the ESA. (c) Non-federal permittees must submit a pre-construction notification to the district engineer if any listed species or designated critical habitat might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat, and shall not begin work on the activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is authorized. For activities that might affect Federally-listed endangered or threatened species or designated critical habitat, the pre-construction notification must include the name(s) of the endangered or threatened species that might be affected by the proposed activity or that utilize the designated critical habitat that might be affected by the proposed activity. The district engineer will determine whether the proposed activity “may affect” or will have “no effect” to listed species and designated critical habitat and will notify the non- Federal applicant of the Corps’ determination within 45 days of receipt of a complete pre-construction notification. For activities where the non-Federal applicant has identified listed species or critical habitat that might be affected or is in the vicinity of the activity, and has so notified the Corps, the applicant shall not begin work until the Corps has provided notification that the proposed activity will have “no effect” on listed species or critical habitat, or until ESA section 7 consultation has been completed. If the non-Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (d) As a result of formal or informal consultation with the FWS or NMFS the district engineer may add species specific permit conditions to the NWPs. (e) Authorization of an activity by an NWP does not authorize the “take” of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with “incidental take” provisions, etc.) from the FWS or the NMFS, the Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word “harm” in the definition of “take'' means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering. (f) If the non-federal permittee has a valid ESA section 10(a)(1)(B) incidental take permit with an approved Habitat Conservation Plan for a project or a group of projects that includes the proposed NWP activity, the non-federal applicant should provide a copy of that ESA section 10(a)(1)(B) permit with the PCN required by paragraph (c) of this general condition. The district engineer will coordinate with the agency that issued the ESA section 10(a)(1)(B) permit to determine whether the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation conducted for the ESA section 10(a)(1)(B) permit. If that coordination results in concurrence from the agency that the proposed NWP activity and the associated incidental take were considered in the internal ESA section 7 consultation for the ESA section 10(a)(1)(B) permit, the district engineer does not need to conduct a separate ESA section 7 consultation for the proposed NWP activity. The district engineer will notify the non-federal applicant within 45 days of receipt of a complete pre- construction notification whether the ESA section 10(a)(1)(B) permit covers the proposed NWP activity or whether additional ESA section 7 consultation is required. Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 6 (g) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the offices of the FWS and NMFS or their worldwide Web pages at http://www.fws.gov/ or http://www.fws.gov/ipac and http://www.nmfs.noaa.gov/pr/species/esa/ respectively. 19.Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring that an action authorized by NWP complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. The permittee is responsible for contacting the appropriate local office of the U.S. Fish and Wildlife Service to determine what measures, if any, are necessary or appropriate to reduce adverse effects to migratory birds or eagles, including whether "incidental take" permits are necessary and available under the Migratory Bird Treaty Act or Bald and Golden Eagle Protection Act for a particular activity. 20.Historic Properties. (a) No activity is authorized under any NWP which may have the potential to cause effects to properties listed, or eligible for listing, in the National Register of Historic Places until the requirements of Section 106 of the National Historic Preservation Act (NHPA) have been satisfied. (b) Federal permittees should follow their own procedures for complying with the requirements of section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)(1)). If pre- construction notification is required for the proposed NWP activity, the Federal permittee must provide the district engineer with the appropriate documentation to demonstrate compliance with those requirements. The district engineer will verify that the appropriate documentation has been submitted. If the appropriate documentation is not submitted, then additional consultation under section 106 may be necessary. The respective federal agency is responsible for fulfilling its obligation to comply with section 106. (c) Non-federal permittees must submit a pre-construction notification to the district engineer if the NWP activity might have the potential to cause effects to any historic properties listed on, determined to be eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously unidentified properties. For such activities, the pre- construction notification must state which historic properties might have the potential to be affected by the proposed NWP activity or include a vicinity map indicating the location of the historic properties or the potential for the presence of historic properties. Assistance regarding information on the location of, or potential for, the presence of historic properties can be sought from the State Historic Preservation Officer, Tribal Historic Preservation Officer, or designated tribal representative, as appropriate, and the National Register of Historic Places (see 33 CFR 330.4(g)). When reviewing pre-construction notifications, district engineers will comply with the current procedures for addressing the requirements of section 106 of the National Historic Preservation Act. The district engineer shall make a reasonable and good faith effort to carry out appropriate identification efforts commensurate with potential impacts, which may include background research, consultation, oral history interviews, sample field investigation, and/or field survey. Based on the information submitted in the PCN and these identification efforts, the district engineer shall determine whether the proposed NWP activity has the potential to cause effects on the historic properties. Section 106 consultation is not required when the district engineer determines that the activity does not have the potential to cause effects on historic properties (see 36 CFR 800.3(a)). Section 106 consultation is required when the district engineer determines that the activity has the potential to cause effects on historic properties. The district engineer will conduct consultation with consulting parties identified under 36 CFR Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 7 800.2(c) when he or she makes any of the following effect determinations for the purposes of section 106 of the NHPA: no historic properties affected, no adverse effect, or adverse effect. (d) Where the non-Federal applicant has identified historic properties on which the proposed NWP activity might have the potential to cause effects and has so notified the Corps, the non- Federal applicant shall not begin the activity until notified by the district engineer either that the activity has no potential to cause effects to historic properties or that NHPA section 106 consultation has been completed. For non-federal permittees, the district engineer will notify the prospective permittee within 45 days of receipt of a complete pre-construction notification whether NHPA section 106 consultation is required. If NHPA section 106 consultation is required, the district engineer will notify the non-Federal applicant that he or she cannot begin the activity until section 106 consultation is completed. If the non-Federal applicant has not heard back from the Corps within 45 days, the applicant must still wait for notification from the Corps. (e) Prospective permittees should be aware that section 110k of the NHPA (54 U.S.C. 306113) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties. 21.Discovery of Previously Unknown Remains and Artifacts. Permittees that discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by NWP, they must immediately notify the district engineer of what they have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The district engineer will initiate the Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 22.Designated Critical Resource Waters. Critical resource waters include, NOAA-managed marine sanctuaries and marine monuments, and National Estuarine Research Reserves. The district engineer may designate, after notice and opportunity for public comment, additional waters officially designated by a state as having particular environmental or ecological significance, such as outstanding national resource waters or state natural heritage sites. The district engineer may also designate additional critical resource waters after notice and opportunity for public comment. (a) Discharges of dredged or fill material into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49, 50, 51, 52, 57 and 5258 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters. Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 8 (b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, 38, and 54, notification is required in accordance with general condition 32, for any activity proposed by permittees in the designated critical resource waters including wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after she or he determines that the impacts to the critical resource waters will be no more than minimal. 23.Mitigation. The district engineer will consider the following factors when determining appropriate and practicable mitigation necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal: DThe activity must be designed and constructed to avoid and minimize adverse effects,both temporary and permanent, to waters of the United States to the maximum extentpracticable at the project site (i.e., on site). EMitigation in all its forms (avoiding, minimizing, rectifying, reducing, or compensating for resource losses) will be required to the extent necessary to ensure that the individual and cumulative adverse environmental effects are no more than minimal. FCompensatory mitigation at a minimum one-for-one ratio will be required for all wetland ORVVHVWKDWH[FHHG»-acre and require pre-construction notification, unless the district engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse environmental effects of the proposed activity are no more than minimal, and provides an activity-specific waiver of this requirement. For wetland ORVVHVRI»-acre or less that require pre-construction notification, the district engineer may determine on a case-by-case basis that compensatory mitigation is required to ensure that the activity results in only minimal adverse environmental effects. GCompensatory mitigation at a minimum one-for-one ratio will be required for all losses of stream bed that exceed 3/100-acre and require pre-construction notification, unless thedistrict engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse environmental effects of the proposed activity are no more than minimal, and provides an activity-specific waiver of this requirement. This compensatory mitigation requirement may be satisfied through the restoration or enhancement of riparian areas next to streams in accordance with paragraph (e) of this general condition.For losses of stream bed of 3/100-acre or less that require pre-construction notification,the district engineer may determine on a case-by-case basis that compensatory mitigation isrequired to ensure that the activity results in only minimal adverse environmental effects.Compensatory mitigation for losses of streams should be provided, if practicable, throughstream rehabilitation, enhancement, or preservation since streams are difficult-to-replaceresources (see 33 CFR 332.3(e)(3)). HCompensatory mitigation plans for NWP activities in or near streams or other open waters will normally include a requirement for the restoration or enhancement, maintenance, and legal protection (e.g., conservation easements) of riparian areas next to open waters. In some cases, the restoration or maintenance/protection of riparian areas may be the only compensatory mitigation required. If restoring riparian areas involves planting vegetation, only native species should be planted. The width of the required riparian area will address documented water quality or aquatic habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns. If it is not possible to restore or maintain/protect a riparian area on both sides of a stream, or if the Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 9 waterbody is a lake or coastal waters, then restoring or maintaining/protecting a riparian area along a single bank or shoreline may be sufficient. Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate compensatory mitigation (e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic environment on a watershed basis. In cases where riparian areas are determined to be the most appropriate form of minimization or compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory mitigation for wetland losses. (f) Compensatory mitigation projects provided to offset losses of aquatic resources must comply with the applicable provisions of 33 CFR part 332. (1) The prospective permittee is responsible for proposing an appropriate compensatory mitigation option if compensatory mitigation is necessary to ensure that the activity results in no more than minimal adverse environmental effects. For the NWPs, the preferred mechanism for providing compensatory mitigation is mitigation bank credits or in-lieu fee program credits (see 33 CFR 332.3(b)(2) and (3)). However, if an appropriate number and type of mitigation bank or in-lieu credits are not available at the time the PCN is submitted to the district engineer, the district engineer may approve the use of permittee- responsible mitigation. (2) The amount of compensatory mitigation required by the district engineer must be sufficient to ensure that the authorized activity results in no more than minimal individual and cumulative adverse environmental effects (see 33 CFR 330.1(e)(3)). (See also 33 CFR 332.3(f)). (3) Since the likelihood of success is greater and the impacts to potentially valuable uplands are reduced, aquatic resource restoration should be the first compensatory mitigation option considered for permittee-responsible mitigation. (4) If permittee-responsible mitigation is the proposed option, the prospective permittee is responsible for submitting a mitigation plan. A conceptual or detailed mitigation plan may be used by the district engineer to make the decision on the NWP verification request, but a final mitigation plan that addresses the applicable requirements of 33 CFR 332.4(c)(2) through (14) must be approved by the district engineer before the permittee begins work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation (see 33 CFR 332.3(k)(3)). If permittee-responsible mitigation is the proposed option, and the proposed compensatory mitigation site is located on land in which another federal agency holds an easement, the district engineer will coordinate with that federal agency to determine if proposed compensatory mitigation project is compatible with the terms of the easement. (5) If mitigation bank or in-lieu fee program credits are the proposed option, the mitigation plan needs to address only the baseline conditions at the impact site and the number of credits to be provided (see 33 CFR 332.4(c)(1)(ii)). (6) Compensatory mitigation requirements (e.g., resource type and amount to be provided as compensatory mitigation, site protection, ecological performance standards, monitoring requirements) may be addressed through conditions added to the NWP authorization, instead of components of a compensatory mitigation plan (see 33 CFR 332.4(c)(1)(ii)). Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 10 (g) Compensatory mitigation will not be used to increase the acreage losses allowed by the DFUHDJHOLPLWVRIWKH1:3V)RUH[DPSOHLIDQ1:3KDVDQDFUHDJHOLPLWRI»-acre, it cannot be used to aXWKRUL]HDQ\1:3DFWLYLW\UHVXOWLQJLQWKHORVVRIJUHDWHUWKDQ»-acre of waters of the United States, even if compensatory mitigation is provided that replaces or restores some of the lost waters. However, compensatory mitigation can and should be used, as necessary, to ensure that an NWP activity already meeting the established acreage limits also satisfies the no more than minimal impact requirement for the NWPs. (h) Permittees may propose the use of mitigation banks, in-lieu fee programs, or permittee- responsible mitigation. When developing a compensatory mitigation proposal, the permittee must consider appropriate and practicable options consistent with the framework at 33 CFR 332.3(b). For activities resulting in the loss of marine or estuarine resources, permittee- responsible mitigation may be environmentally preferable if there are no mitigation banks or in- lieu fee programs in the area that have marine or estuarine credits available for sale or transfer to the permittee. For permittee-responsible mitigation, the special conditions of the NWP verification must clearly indicate the party or parties responsible for the implementation and performance of the compensatory mitigation project, and, if required, its long-term management. (i) Where certain functions and services of waters of the United States are permanently adversely affected by a regulated activity, such as discharges of dredged or fill material into waters of the United States that will convert a forested or scrub-shrub wetland to an herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to reduce the adverse environmental effects of the activity to the no more than minimal level. 24. Safety of Impoundment Structures. To ensure that all impoundment structures are safely designed, the district engineer may require non-Federal applicants to demonstrate that the structures comply with established state or federal, dam safety criteria or have been designed by qualified persons. The district engineer may also require documentation that the design has been independently reviewed by similarly qualified persons, and appropriate modifications made to ensure safety. 25. Water Quality. (a) Where the certifying authority (state, authorized tribe, or EPA, as appropriate) has not previously certified compliance of an NWP with CWA section 401, a CWA section 401 water quality certification for the proposed discharge must be obtained or waived (see 33 CFF 330.4(c)). If the permittee cannot comply with all of the conditions of a water quality certification previously issued by certifying authority for the issuance of the NWP, then the permittee must obtain a water quality certification or waiver for the proposed discharge in order for the activity to be authorized by an NWP. (b) If the NWP activity requires pre-construction notification and the certifying authority has not previously certified compliance of an NWP with CWA section 401, the proposed discharge is not authorized by an NWP until water quality certification is obtained or waived. If the certifying authority issues a water quality certification for the proposed discharge, the permittee must submit a copy of the certification to the district engineer. The discharge is not authorized by an NWP until the district engineer has notified the permittee that the water quality certification requirement has been satisfied by the issuance of a water quality certification or a waiver. Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 11 (c) The district engineer or certifying authority may require additional water quality management measures to ensure that the authorized activity does not result in more than minimal degradation of water quality. 26. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone management consistency concurrence, an individual state coastal zone management consistency concurrence must be obtained, or a presumption of concurrence must occur (see 33 CFR 330.4(d)). If the permittee cannot comply with all of the conditions of a coastal zone management consistency concurrence previously issued by the state, then the permittee must obtain an individual coastal zone management consistency concurrence or presumption of concurrence in order for the activity to be authorized by an NWP. The district engineer or a state may require additional measures to ensure that the authorized activity is consistent with state coastal zone management requirements. 27. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by the state, Indian Tribe, or U.S. EPA in its CWA section 401 Water Quality Certification, or by the state in its Coastal Zone Management Act consistency determination. 28. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is authorized, subject to the following restrictions: (a) If only one of the NWPs used to authorize the single and complete project has a specified acreage limit, the acreage loss of waters of the United States cannot exceed the acreage limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of waters of the United States for the total project cannot H[FHHG»-acre. (b) If one or more of the NWPs used to authorize the single and complete project has specified acreage limits, the acreage loss of waters of the United States authorized by those NWPs cannot exceed their respective specified acreage limits. For example, if a commercial development is constructed under NWP 39, and the single and complete project includes the filling of an upland ditch authorized by NWP 46, the maximum acreage loss of waters of the 8QLWHG6WDWHVIRUWKHFRPPHUFLDOGHYHORSPHQWXQGHU1:3FDQQRWH[FHHG»-acre, and the total acreage loss of waters of United States due to the NWP 39 and 46 activities cannot exceed 1 acre. 29. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter, and the letter must contain the following statement and signature: ‘‘When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.’’ _______________________________________________ Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 12 (Transferee) _______________________________________________ (Date) 30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and implementation of any required compensatory mitigation. The success of any required permittee-responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include: (a) A statement that the authorized activity was done in accordance with the NWP authorization, including any general, regional, or activity-specific conditions; (b) A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the documentation required by 33 CFR 332.3(l)(3) to confirm that the permittee secured the appropriate number and resource type of credits; and (c) The signature of the permittee certifying the completion of the activity and mitigation. The completed certification document must be submitted to the district engineer within 30 days of completion of the authorized activity or the implementation of any required compensatory mitigation, whichever occurs later. 31. Activities Affecting Structures or Works Built by the United States. If an NWP activity also requires permission from the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers (USACE) federally authorized Civil Works project (a ‘‘USACE project’’), the prospective permittee must submit a pre-construction notification. See paragraph (b)(10) of general condition 32. An activity that requires section 408 permission and/or review is not authorized by an NWP until the appropriate Corps office issues the section 408 permission or completes its review to alter, occupy, or use the USACE project, and the district engineer issues a written NWP verification. 32. Pre-Construction Notification. (a) Timing. Where required by the terms of the NWP, the permittee must notify the district engineer by submitting a pre-construction notification (PCN) as early as possible. The district engineer must determine if the PCN is complete within 30 calendar days of the date of receipt and, if the PCN is determined to be incomplete, notify the prospective permittee within that 30 day period to request the additional information necessary to make the PCN complete. The request must specify the information needed to make the PCN complete. As a general rule, district engineers will request additional information necessary to make the PCN complete only once. However, if the prospective permittee does not provide all of the requested information, then the district engineer will notify the prospective permittee that the PCN is still incomplete and the PCN review process will not commence until all of the requested information has been received by the district engineer. The prospective permittee shall not begin the activity until either: (1) He or she is notified in writing by the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or division engineer; or Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 13 (2) 45 calendar days have passed from the district engineer’s receipt of the complete PCN and the prospective permittee has not received written notice from the district or division engineer. However, if the permittee was required to notify the Corps pursuant to general condition 18 that listed species or critical habitat might be affected or are in the vicinity of the activity, or to notify the Corps pursuant to general condition 20 that the activity might have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written notification from the Corps that there is ‘‘no effect’’ on listed species or ‘‘no potential to cause effects’’ on historic properties, or that any consultation required under Section 7 of the Endangered Species Act (see 33 CFR 330.4(f)) and/or section 106 of the National Historic Preservation Act (see 33 CFR 330.4(g)) has been completed. If the proposed activity requires a written waiver to exceed specified limits of an NWP, the permittee may not begin the activity until the district engineer issues the waiver. If the district or division engineer notifies the permittee in writing that an individual permit is required within 45 calendar days of receipt of a complete PCN, the permittee cannot begin the activity until an individual permit has been obtained. Subsequently, the permittee’s right to proceed under the NWP may be modified, suspended, or revoked only in accordance with the pr set forth in 33 CFR 330.5(d)(2). (b) Contents of Pre-Construction Notification: The PCN must be in writing and include the following information: (1) Name, address and telephone numbers of the prospective permittee; (2) Location of the proposed activity; (3) Identify the specific NWP or NWP(s) the prospective permittee wants to use to authorize the proposed activity; (4) (i) A description of the proposed activity; the activity’s purpose; direct and indirect adverse environmental effects the activity would cause, including the anticipated amount of loss of wetlands, other special aquatic sites, and other waters expected to result from the NWP activity, in acres, linear feet, or other appropriate unit of measure; a description of any proposed mitigation measures intended to reduce the adverse environmental effects caused by the proposed activity; and any other NWP(s), regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed project or any related activity, including other separate and distant crossings for linear projects that require Department of the Army authorization but do not require pre-construction notification. The description of the proposed activity and any proposed mitigation measures should be sufficiently detailed to allow the district engineer to determine that the adverse environmental effects of the activity will be no more than minimal and to determine the need for compensatory mitigation or other mitigation measures. (ii) For linear projects where one or more single and complete crossings require pre- construction notification, the PCN must include the quantity of anticipated losses of wetlands, other special aquatic sites, and other waters for each single and complete crossing of those wetlands, other special aquatic sites, and other waters (including those single and complete crossings authorized by an NWP but do not require PCNs). This information will be used by the district engineer to evaluate the cumulative adverse Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 14 environmental effects of the proposed linear project and does not change those non- PCN NWP activities into NWP PCNs. (iii) Sketches should be provided when necessary to show that the activity complies with the terms of the NWP. (Sketches usually clarify the activity and when provided results in a quicker decision. Sketches should contain sufficient detail to provide an illustrative description of the proposed activity (e.g., a conceptual plan), but do not need to be detailed engineering plans). (5) The PCN must include a delineation of wetlands, other special aquatic sites, and other waters, such as lakes and ponds, and perennial and intermittent streams, on the project site. Wetland delineations must be prepared in accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special aquatic sites and other waters on the project site, but there may be a delay if the Corps does the delineation, especially if the project site is large or contains many wetlands, other special aquatic sites, and other waters. Furthermore, the 45-day period will not start until the delineation has been submitted to or completed by the Corps, as appropriate. (6) ,IWKHSURSRVHGDFWLYLW\ZLOOUHVXOWLQWKHORVVRIJUHDWHUWKDQ»-acre of wetlands or »0-acre of stream bed and a PCN is required, the prospective permittee must submit a statement describing how the mitigation requirement will be satisfied, or explaining why the adverse environmental effects are no more than minimal and why compensatory mitigation should not be required. As an alternative, the prospective permittee may submit a conceptual or detailed mitigation plan. (7) For non-federal permittees, if any listed species (or species proposed for listing) or designated critical habitat (or critical habitat proposed for such designation) might be affected or is in the vicinity of the activity, or if the activity is located in designated critical habitat (or critical habitat proposed for such designation), the PCN must include the name(s) of those endangered or threatened species (or species proposed for listing) that might be affected by the proposed activity or utilize the designated critical habitat (or critical habitat proposed for such designation) that might be affected by the proposed activity. For NWP activities that require pre-construction notification, Federal permittees must provide documentation demonstrating compliance with the Endangered Species Act. (8) For non-federal permittees, if the NWP activity might have the potential to cause effects to a historic property listed on, determined to be eligible for listing on, or potentially eligible for listing on, the National Register of Historic Places, the PCN must state which historic property might have the potential to be affected by the proposed activity or include a vicinity map indicating the location of the historic property. For NWP activities that require pre-construction notification, Federal permittees must provide documentation demonstrating compliance with section 106 of the National Historic Preservation Act. (9) For an activity that will occur in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a ‘‘study river’’ for possible inclusion in the system while the river is in an official study status, the PCN must identify the Wild and Scenic River or the ‘‘study river’’ (see general condition 16); and (10) For an NWP activity that requires permission from, or review by, the Corps pursuant to 33 U.S.C. 408 because it will alter or temporarily or permanently occupy or use a U.S. Army Corps of Engineers federally authorized civil works project, the pre-construction notification must include a statement confirming that the project proponent has submitted a Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 15 written request for section 408 permission from, or review by, the Corps office having jurisdiction over that USACE project. (c) Form of Pre-Construction Notification: The nationwide permit pre-construction notification form (Form ENG 6082) should be used for NWP PCNs. A letter containing the required information may also be used. Applicants may provide electronic files of PCNs and supporting materials if the district engineer has established tools and procedures for electronic submittals. (d) Agency Coordination: (1) The district engineer will consider any comments from Federal and state agencies concerning the proposed activity’s compliance with the terms and conditions of the NWPs and the need for mitigation to reduce the activity’s adverse environmental effects so that they are no more than minimal. (2) Agency coordination is required for: (i) All NWP activities that require pre-construction notification and result in the loss of JUHDWHUWKDQ»-acre of waters of the United States; (ii) NWP 13 activities in excess of 500 linear feet, fills greater than one cubic yard per running foot, or involve discharges of dredged or fill material into special aquatic sites; and (iii) NWP 54 activities in excess of 500 linear feet, or that extend into the waterbody more than 30 feet from the mean low water line in tidal waters or the ordinary high water mark in the Great Lakes. (3) When agency coordination is required, the district engineer will immediately provide (e.g., via email, facsimile transmission, overnight mail, or other expeditious manner) a copy of the complete PCN to the appropriate Federal or state offices (FWS, state natural resource or water quality agency, EPA, and, if appropriate, the NMFS). With the exception of NWP 37, these agencies will have 10 calendar days from the date the material is transmitted to notify the district engineer via telephone, facsimile transmission, or email that they intend to provide substantive, site-specific comments. The comments must explain why the agency believes the adverse environmental effects will be more than minimal. If so, contacted by an agency, the district engineer will wait an additional 15 calendar days before making a decision on the pre- construction notification. The district engineer will fully consider agency comments received within the specified time frame concerning the proposed activity’s compliance with the terms and conditions of the NWPs, including the need for mitigation to ensure that the net adverse environmental effects of the proposed activity are no more than minimal. The district engineer will provide no response to the resource agency, except as provided below. The district engineer will indicate in the administrative record associated with each pre-construction notification that the resource agencies’ concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP 37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 16 (4) In cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act. (5) Applicants are encouraged to provide the Corps with either electronic files or multiple copies of pre-construction notifications to expedite agency coordination. DISTRICT ENGINEER’S DECISION 1. In reviewing the PCN for the proposed activity, the district engineer will determine whether the activity authorized by the NWP will result in more than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. If a project proponent requests authorization by a specific NWP, the district engineer should issue the NWP verification for that activity if it meets the terms and conditions of that NWP, unless he or she determines, after considering mitigation, that the proposed activity will result in more than minimal individual and cumulative adverse effects on the aquatic environment and other aspects of the public interest and exercises discretionary authority to require an individual permit for the proposed activity. For a linear project, this determination will include an evaluation of the single and complete crossings of waters of the United States that require PCNs to determine whether they individually satisfy the terms and conditions of the NWP(s), as well as the cumulative effects caused by all of the crossings of waters of the United States authorized by an NWP. If an applicant requests a waiver of an applicable limit, as provided for in NWPs 13, 36, or 54, the district engineer will only grant the waiver upon a written determination that the NWP activity will result in only minimal individual and cumulative adverse environmental effects. 2. When making minimal adverse environmental effects determinations the district engineer will consider the direct and indirect effects caused by the NWP activity. He or she will also consider the cumulative adverse environmental effects caused by activities authorized by an NWP and whether those cumulative adverse environmental effects are no more than minimal. The district engineer will also consider site specific factors, such as the environmental setting in the vicinity of the NWP activity, the type of resource that will be affected by the NWP activity, the functions provided by the aquatic resources that will be affected by the NWP activity, the degree or magnitude to which the aquatic resources perform those functions, the extent that aquatic resource functions will be lost as a result of the NWP activity (e.g., partial or complete loss), the duration of the adverse effects (temporary or permanent), the importance of the aquatic resource functions to the region (e.g., watershed or ecoregion), and mitigation required by the district engineer. If an appropriate functional or condition assessment method is available and practicable to use, that assessment method may be used by the district engineer to assist in the minimal adverse environmental effects determination. The district engineer may add case-specific special conditions to the NWP authorization to address site-specific environmental concerns. 3. If the proposed activity requires a 3&1DQGZLOOUHVXOWLQDORVVRIJUHDWHUWKDQ»-acre of ZHWODQGVRU»-acre of stream bed, the prospective permittee should submit a mitigation proposal with the PCN. Applicants may also propose compensatory mitigation for NWP activities with smaller impacts, or for impacts to other types of waters. The district engineer will consider any proposed compensatory mitigation or other mitigation measures the applicant has included in the proposal in determining whether the net adverse environmental effects of the proposed activity are no more than minimal. The compensatory mitigation proposal may be either conceptual or detailed. If the district engineer determines that the activity complies with Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 17 the terms and conditions of the NWP and that the adverse environmental effects are no more than minimal, after considering mitigation, the district engineer will notify the permittee and include any activity-specific conditions in the NWP verification the district engineer deems necessary. Conditions for compensatory mitigation requirements must comply with the appropriate provisions at 33 CFR 332.3(k). The district engineer must approve the final mitigation plan before the permittee commences work in waters of the United States, unless the district engineer determines that prior approval of the final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. If the prospective permittee elects to submit a compensatory mitigation plan with the PCN, the district engineer will expeditiously review the proposed compensatory mitigation plan. The district engineer must review the proposed compensatory mitigation plan within 45 calendar days of receiving a complete PCN and determine whether the proposed mitigation would ensure that the NWP activity results in no more than minimal adverse environmental effects. If the net adverse environmental effects of the NWP activity (after consideration of the mitigation proposal) are determined by the district engineer to be no more than minimal, the district engineer will provide a timely written response to the applicant. The response will state that the NWP activity can proceed under the terms and conditions of the NWP, including any activity- specific conditions added to the NWP authorization by the district engineer. 4. If the district engineer determines that the adverse environmental effects of the proposed activity are more than minimal, then the district engineer will notify the applicant either: (a) That the activity does not qualify for authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual permit; (b) that the activity is authorized under the NWP subject to the applicant’s submission of a mitigation plan that would reduce the adverse environmental effects so that they are no more than minimal; or (c) that the activity is authorized under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is required to ensure no more than minimal adverse environmental effects, the activity will be authorized within the 45-day PCN period (unless additional time is required to comply with general conditions 18, 20, and/or 31), with activity-specific conditions that state the mitigation requirements. The authorization will include the necessary conceptual or detailed mitigation plan or a requirement that the applicant submit a mitigation plan that would reduce the adverse environmental effects so that they are no more than minimal. When compensatory mitigation is required, no work in waters of the United States may occur until the district engineer has approved a specific mitigation plan or has determined that prior approval of a final mitigation plan is not practicable or not necessary to ensure timely completion of the required compensatory mitigation. FURTHER INFORMATION 1. District engineers have authority to determine if an activity complies with the terms and conditions of an NWP. 2. NWPs do not obviate the need to obtain other federal, state, or local permits, approvals, or authorizations required by law. 3. NWPs do not grant any property rights or exclusive privileges. 4. NWPs do not authorize any injury to the property or rights of others. 5. NWPs do not authorize interference with any existing or proposed Federal project (see general condition 31). Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 18 DEFINITIONS Best management practices (BMPs): Policies, practices, procedures, or structures implemented to mitigate the adverse environmental effects on surface water quality resulting from development. BMPs are categorized as structural or non-structural. Compensatory mitigation: The restoration (re-establishment or rehabilitation), establishment (creation), enhancement, and/or in certain circumstances preservation of aquatic resources for the purposes of offsetting unavoidable adverse impacts which remain after all appropriate and practicable avoidance and minimization has been achieved. Currently serviceable: Useable as is or with some maintenance, but not so degraded as to essentially require reconstruction. Direct effects: Effects that are caused by the activity and occur at the same time and place. Discharge: The term ‘‘discharge’’ means any discharge of dredged or fill material into waters of the United States. Ecological reference: A model used to plan and design an aquatic habitat and riparian area restoration, enhancement, or establishment activity under NWP 27. An ecological reference may be based on the structure, functions, and dynamics of an aquatic habitat type or a riparian area type that currently exists in the region where the proposed NWP 27 activity is located. Alternatively, an ecological reference may be based on a conceptual model for the aquatic habitat type or riparian area type to be restored, enhanced, or established as a result of the proposed NWP 27 activity. An ecological reference takes into account the range of variation of the aquatic habitat type or riparian area type in the region. Enhancement: The manipulation of the physical, chemical, or biological characteristics of an aquatic resource to heighten, intensify, or improve a specific aquatic resource function(s). Enhancement results in the gain of selected aquatic resource function(s), but may also lead to a decline in other aquatic resource function(s). Enhancement does not result in a gain in aquatic resource area. Establishment (creation): The manipulation of the physical, chemical, or biological characteristics present to develop an aquatic resource that did not previously exist at an upland site. Establishment results in a gain in aquatic resource area. High Tide Line: The line of intersection of the land with the water’s surface at the maximum height reached by a rising tide. The high tide line may be determined, in the absence of actual data, by a line of oil or scum along shore objects, a more or less continuous deposit of fine shell or debris on the foreshore or berm, other physical markings or characteristics, vegetation lines, tidal gages, or other suitable means that delineate the general height reached by a rising tide. The line encompasses spring high tides and other high tides that occur with periodic frequency but does not include storm surges in which there is a departure from the normal or predicted reach of the tide due to the piling up of water against a coast by strong winds such as those accompanying a hurricane or other intense storm. Historic Property: Any prehistoric or historic district, site (including archaeological site), building, structure, or other object included in, or eligible for inclusion in, the National Register of Historic Places maintained by the Secretary of the Interior. This term includes artifacts, records, and remains that are related to and located within such properties. The term Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 19 includes properties of traditional religious and cultural importance to an Indian tribe or Native Hawaiian organization and that meet the National Register criteria (36 CFR part 60). Independent utility: A test to determine what constitutes a single and complete non-linear project in the Corps Regulatory Program. A project is considered to have independent utility if it would be constructed absent the construction of other projects in the project area. Portions of a multi-phase project that depend upon other phases of the project do not have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility. Indirect effects: Effects that are caused by the activity and are later in time or farther removed in distance but are still reasonably foreseeable. Loss of waters of the United States: Waters of the United States that are permanently adversely affected by filling, flooding, excavation, or drainage because of the regulated activity. The loss of stream bed includes the acres of stream bed that are permanently adversely affected by filling or excavation because of the regulated activity. Permanent adverse effects include permanent discharges of dredged or fill material that change an aquatic area to dry land, increase the bottom elevation of a waterbody, or change the use of a waterbody. The acreage of loss of waters of the United States is a threshold measurement of the impact to jurisdictional waters or wetlands for determining whether a project may qualify for an NWP; it is not a net threshold that is calculated after considering compensatory mitigation that may be used to offset losses of aquatic functions and services. Waters of the United States temporarily filled, flooded, excavated, or drained, but restored to pre-construction contours and elevations after construction, are not included in the measurement of loss of waters of the United States. Impacts resulting from activities that do not require Department of the Army authorization, such as activities eligible for exemptions under section 404(f) of the Clean Water Act, are not considered when calculating the loss of waters of the United States. Navigable waters: Waters subject to section 10 of the Rivers and Harbors Act of 1899. These waters are defined at 33 CFR part 329. Non-tidal wetland: A non-tidal wetland is a wetland that is not subject to the ebb and flow of tidal waters. Non- tidal wetlands contiguous to tidal waters are located landward of the high tide line (i.e., spring high tide line). Open water: For purposes of the NWPs, an open water is any area that in a year with normal patterns of precipitation has water flowing or standing above ground to the extent that an ordinary high water mark can be determined. Aquatic vegetation within the area of flowing or standing water is either non-emergent, sparse, or absent. Vegetated shallows are considered to be open waters. Examples of ‘‘open waters’’ include rivers, streams, lakes, and ponds. Ordinary High Water Mark: The term ordinary high water mark means that line on the shore established by the fluctuations of water and indicated by physical characteristics such as a clear, natural line impressed on the bank, shelving, changes in the character of soil, destruction of terrestrial vegetation, the presence of litter and debris, or other appropriate means that consider the characteristics of the surrounding areas. Perennial stream: A perennial stream has surface water flowing continuously year-round during a typical year. Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 20 Practicable: Available and capable of being done after taking into consideration cost, existing technology, and logistics in light of overall project purposes. Pre-construction notification: A request submitted by the project proponent to the Corps for confirmation that a particular activity is authorized by nationwide permit. The request may be a permit application, letter, or similar document that includes information about the proposed work and its anticipated environmental effects. Pre- construction notification may be required by the terms and conditions of a nationwide permit, or by regional conditions. A pre- construction notification may be voluntarily submitted in cases where pre-construction notification is not required and the project proponent wants confirmation that the activity is authorized by nationwide permit. Preservation: The removal of a threat to, or preventing the decline of, aquatic resources by an action in or near those aquatic resources. This term includes activities commonly associated with the protection and maintenance of aquatic resources through the implementation of appropriate legal and physical mechanisms. Preservation does not result in a gain of aquatic resource area or functions. Re-establishment: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural/historic functions to a former aquatic resource. Re- establishment results in rebuilding a former aquatic resource and results in a gain in aquatic resource area and functions. Rehabilitation: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of repairing natural/historic functions to a degraded aquatic resource. Rehabilitation results in a gain in aquatic resource function but does not result in a gain in aquatic resource area. Restoration: The manipulation of the physical, chemical, or biological characteristics of a site with the goal of returning natural/historic functions to a former or degraded aquatic resource. For the purpose of tracking net gains in aquatic resource area, restoration is divided into two categories: Re-establishment and rehabilitation. Riffle and pool complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1) Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid movement of water over a course substrate in riffles results in a rough flow, a turbulent surface, and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A slower stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize pools. Riparian areas: Riparian areas are lands next to streams, lakes, and estuarine-marine shorelines. Riparian areas are transitional between terrestrial and aquatic ecosystems, through which surface and subsurface hydrology connects riverine, lacustrine, estuarine, and marine waters with their adjacent wetlands, non-wetland waters, or uplands. Riparian areas provide a variety of ecological functions and services and help improve or maintain local water quality. (See general condition 23.) Shellfish seeding: The placement of shellfish seed and/or suitable substrate to increase shellfish production. Shellfish seed consists of immature individual shellfish or individual shellfish attached to shells or shell fragments (i.e., spat on shell). Suitable substrate may Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 21 consist of shellfish shells, shell fragments, or other appropriate materials placed into waters for shellfish habitat. Single and complete linear project: A linear project is a project constructed for the purpose of getting people, goods, or services from a point of origin to a terminal point, which often involves multiple crossings of one or more waterbodies at separate and distant locations. The term ‘‘single and complete project’’ is defined as that portion of the total linear project proposed or accomplished by one owner/developer or partnership or other association of owners/developers that includes all crossings of a single water of the United States (i.e., a single waterbody) at a specific location. For linear projects crossing a single or multiple waterbodies several times at separate and distant locations, each crossing is considered a single and complete project for purposes of NWP authorization. However, individual channels in a braided stream or river, or individual arms of a large, irregularly shaped wetland or lake, etc., are not separate waterbodies, and crossings of such features cannot be considered separately. Single and complete non-linear project: For non-linear projects, the term ‘‘single and complete project’’ is defined at 33 CFR 330.2(i) as the total project proposed or accomplished by one owner/developer or partnership or other association of owners/developers. A single and complete non-linear project must have independent utility (see definition of ‘‘independent utility’’). Single and complete non-linear projects may not be ‘‘piecemealed’’ to avoid the limits in an NWP authorization. Stormwater management: Stormwater management is the mechanism for controlling stormwater runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding and mitigating the adverse effects of changes in land use on the aquatic environment. Stormwater management facilities: Stormwater management facilities are those facilities, including but not limited to, stormwater retention and detention ponds and best management practices, which retain water for a period of time to control runoff and/or improve the quality (i.e., by reducing the concentration of nutrients, sediments, hazardous substances and other pollutants) of stormwater runoff. Stream bed: The substrate of the stream channel between the ordinary high water marks. The substrate may be bedrock or inorganic particles that range in size from clay to boulders. Wetlands contiguous to the stream bed, but outside of the ordinary high water marks, are not considered part of the stream bed. Stream channelization: The manipulation of a stream’s course, condition, capacity, or location that causes more than minimal interruption of normal stream processes. A channelized jurisdictional stream remains a water of the United States. Structure: An object that is arranged in a definite pattern of organization. Examples of structures include, without limitation, any pier, boat dock, boat ramp, wharf, dolphin, weir, boom, breakwater, bulkhead, revetment, riprap, jetty, artificial island, artificial reef, permanent mooring structure, power transmission line, permanently moored floating vessel, piling, aid to navigation, or any other manmade obstacle or obstruction. Tidal wetland: A tidal wetland is a jurisdictional wetland that is inundated by tidal waters. Tidal waters rise and fall in a predictable and measurable rhythm or cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall of the water surface can no Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 22 longer be practically measured in a predictable rhythm due to masking by other waters, wind, or other effects. Tidal wetlands are located channelward of the high tide line. Tribal lands: Any lands title to which is either: (1) Held in trust by the United States for the benefit of any Indian tribe or individual; or (2) held by any Indian tribe or individual subject to restrictions by the United States against alienation. Tribal rights: Those rights legally accruing to a tribe or tribes by virtue of inherent sovereign authority, unextinguished aboriginal title, treaty, statute, judicial decisions, executive order or agreement, and that give rise to legally enforceable remedies. Vegetated shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines. They are areas that are permanently inundated and under normal circumstances have rooted aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular rooted plants in freshwater systems. Waterbody: For purposes of the NWPs, a waterbody is a ‘‘water of the United States.’’ If a wetland is adjacent to a waterbody determined to be a water of the United States, that waterbody and any adjacent wetlands are considered together as a sing e aquatic unit (see 33 CFR 328.4(c)(2)). Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 23 REGIONAL CONDITIONS: The following Regional Conditions have been approved by the Wilmington District for the Nationwide Permits (NWPs) published in the January 13, 2021, and December 27, 2021, Federal Register (86 FR 2744 and 86 FR 73522) announcing the reissuance of 52 existing (NWPs) and five new NWPs, as well as the reissuance of NWP general conditions and definitions with some modifications. A. EXCLUDED WATER AND/OR AREAS The Corps has identified waters that will be excluded from the use of all NWP’s during certain timeframes. These waters are: 1. Anadromous Fish Spawning Areas. Work in waters of the U.S. designated by either the North Carolina Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission (NCWRC) as anadromous fish spawning areas are prohibited from February 15th through June 30th, without prior written approval from the Corps and the appropriate wildlife agencies (NCDMF, NCWRC and/or the National Marine Fisheries Service (NMFS)). Work in waters of the U.S. designated by NCWRC as primary nursery areas in inland waters are prohibited from February 15th through September 30th, without prior written approval from the Corps and the appropriate wildlife agencies. Work in waters of the U.S. designated by NCDMF as primary nursery areas shall be coordinated with NCDMF prior to being authorized by this NWP. Coordination with NCDMF may result in a required construction moratorium during periods of significant biological productivity or critical life stages. 2. Trout Waters Moratorium. Work in waters of the U.S. in the designated trout watersheds of North Carolina are prohibited from October 15th through April 15th without prior written approval from the NCWRC, or from the Eastern Band of Cherokee Indians (EBCI) Fisheries and Wildlife Management (FWM) office if the project is located on EBCI trust land. (See Section C.3. below for information on the designated trout watersheds). 3. Sturgeon Spawning Areas. No in-water work shall be conducted in waters of the U.S. designated by the National Marine Fisheries Service as Atlantic sturgeon critical habitat from February 1st through June 30th. No in-water work shall be conducted in waters of the U.S. in the Roanoke River designated as Atlantic sturgeon critical habitat from February 1st through June 30th, and August 1st through October 31st, without prior written approval from NMFS. 4. Submerged Aquatic Vegetation. Impacts to Submerged Aquatic Vegetation (SAV) are not authorized by any NWP, except NWP 48, NWP 55 and NWP 56, unless Essential Fish Habitat (EFH) consultation has been completed pursuant to the Magnuson-Stevens Fisheries Conservation and Management Act (Magnuson-Stevens Act). Permittees shall submit a PCN (See NWP General Condition 32) to the District Engineer prior to commencing the activity if the project would affect SAV. The permittee may not begin work until notified by the Corps that the requirements of the Magnuson-Stevens Act have been satisfied and that the activity is verified. B. REGIONAL CONDITIONS APPLICABLE TO ALL NWP’s 1. Critical Habitat in Western NC. For proposed activities within waters of the U.S. that require a Pre-Construction Notification (PCN) and are located in the thirteen counties listed below, permittees must provide a copy of the PCN to the U.S. Fish and Wildlife Service (USFWS), 160 Zillicoa Street, Asheville, North Carolina 28801 and the Corps Asheville Regulatory Field Office. Please see General Condition 18 for specific PCN requirements Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 24 related to the Endangered Species Act and the below website for information on the location of designated critical habitat. Counties with tributaries that drain to designated critical habitat that require notification to the Asheville U.S. Fish and Wildlife Service: Avery, Cherokee, Graham, Haywood, Henderson, Jackson, Macon, Mecklenburg, Mitchell, Swain, Transylvania, Union and Yancey. Website and office addresses for Endangered Species Act Information: The Wilmington District has developed the following website for permittees which provides guidelines on how to review linked websites and maps in order to fulfill NWP General Condition 18 (Endangered Species) requirements: http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram/AgencyCoordination/ESA. aspx. Permittees who do not have internet access may contact the appropriate U.S. Fish and Wildlife Service offices listed below or Corps at (910) 251-4850. Below is a map of the USFWS Field Office Boundaries: Asheville U.S. Fish and Wildlife Service Office counties: All counties west of and including Anson, Stanly, Davidson, Forsythe and Stokes Counties. U.S. Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Telephone: (828) 258-3939 Raleigh U.S. Fish and Wildlife Service Office counties: All counties east of and including Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties. U.S. Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 856-4520 Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 25 2. Special Designation Waters. Prior to the use of any NWP that involves a discharge of dredged or fill material in any of the following identified waters and/or adjacent wetlands in North Carolina, permittees shall submit a PCN to the District Engineer prior to commencing the activity (see General Condition 32). The North Carolina waters and wetlands that require additional PCN requirements are: “Primary Nursery Areas” (PNA), including inland PNA, as designated by the North Carolina Marine Fisheries Commission and/or the North Carolina Wildlife Resources Commission. The definition of and designated PNA waters can be found in the North Carolina State Administrative Code at Title 15A, Subchapters 3R and 10C (15A NCAC 03R .0103; 15A NCAC 10C .0502; and 15A NCAC 10C .0503) and at the following web pages: x http://reports.oah.state.nc.us/ncac/title%2015a%20- %20environmental%20quality/chapter%2003%20- %20marine%20fisheries/subchapter%20r/15a%20ncac%2003r%20.0103.pdf x http://reports.oah.state.nc.us/ncac/title%2015a%20- %20environmental%20quality/chapter%2010%20- %20wildlife%20resources%20and%20water%20safety/subchapter%20c/15a%20ncac%2010c %20.0502.pdf x http://reports.oah.state.nc.us/ncac/title%2015a%20- %20environmental%20quality/chapter%2010%20- %20wildlife%20resources%20and%20water%20safety/subchapter%20c/15a%20ncac%2010c %20.0503.pdf 3. Trout Waters. Prior to any discharge of dredge or fill material into streams, waterbodies or wetlands within the 294 designated trout watersheds of North Carolina, the permittee shall submit a PCN (see General Condition 32) to the District Engineer prior to commencing the activity. The permittee shall also provide a copy of the PCN to the appropriate NCWRC office, or to the EBCI FWM Office (if the project is located on EBCI trust land), to facilitate the determination of any potential impacts to designated Trout Waters. NCWRC and NC Trout Watersheds: NCWRC Contact** Counties that are entirely within Trout Watersheds* Counties that are partially within Trout Watersheds* Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 26 Mountain Coordinator 645 Fish Hatchery Rd., Building B Marion, NC 28752 828-803- 6054 For NCDOT Projects: NCDOT Coordinator 12275 Swift Rd. Oakboro, NC 28129 704-984- 1070 Alleghany Ashe Avery Graham Haywood Jackson Macon Swain Transylvania Watauga Burke Buncombe Caldwell Cherokee Clay Henderson Madison McDowell Mitchell Polk Rutherford Surry Wilkes Yancey EBCI Contact** Counties that are within Trout Watersheds* Office of Natural Resources P.O. Box 1747, Cherokee, NC 28719 (828) 359-6113 Qualla Boundary and non- contiguous tracts of trust land located in portions of Swain, Jackson, Haywood, Graham and Cherokee Counties. *NOTE: To determine PCN requirements, contact the Corps Asheville Regulatory Field Office at (828) 271-7980 or view maps showing trout watersheds in each County at the following webpage: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency- Coordination/Trout/. **If a project is located on EBCI trust land, submit the PCN in accordance with Regional Condition C.16. Contact the Corps Asheville Regulatory Field Office at (828) 271-7980 with questions. 4. Western NC Waters and Corridors. The permittee shall submit a PCN (see General Condition 32) to the District Engineer prior to commencing the activity in waters of the U.S. if the activity will occur within any of the following identified waters in western North Carolina, within 0.5 mile on either side of these waters, or within 0.75 mile of the Little Tennessee River, as measured from the top of the bank of the respective water (i.e., river, stream, or creek): Brasstown Creek Burningtown Creek Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 27 Cane River Caney Fork Cartoogechaye Creek Chattooga River Cheoah River Cowee Creek Cullasaja River Deep Creek Ellijay Creek French Broad River Garden Creek Hiwassee River Hominy Creek Iotla Creek Little Tennessee River (within the river or within 0.75 mile on either side of this river) Nantahala River Nolichucky River North Fork French Broad River North Toe River Nottley River Oconaluftee River (portion not located on trust/EBCI land) Peachtree Creek Shooting Creek Snowbird Creek South Toe River Stecoah Creek Swannanoa River Sweetwater Creek Tuckasegee River (also spelled Tuckaseegee or Tuckaseigee) Valley River Watauga Creek Watauga River Wayah Creek West Fork French Broad River To determine PCN requirements, contact the Corps Asheville Regulatory Field Office at (828) 271-7980 or view maps for all corridors at the following webpage: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency- Coordination/Designated-Special-Waters.aspx . 5. Limitation of Loss of Stream Bed. NWPs may not be used for activities that may result in the loss of more than 0.05 acres of stream bed, except for NWP 32. 6. Pre-Construction Notification for Loss of Stream Bed Exceeding 0.02 acres. The permittee shall submit a PCN to the District Engineer prior to commencing the activity (see General Condition 32) prior to the use of any NWP for any activity that results in the loss of more than 0.02 acres of stream bed. This applies to NWPs that do not have PCN requirements as well as those NWPs that require a PCN. 7. Mitigation for Loss of Stream Bed. For any NWP that results in a loss of more than 0.02 acres of stream bed, the permittee shall provide a mitigation proposal to compensate for more than minimal individual and cumulative adverse impacts to the aquatic environment, unless the Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 28 District Engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse effects of the proposed activity are minimal. For stream bed losses of 0.02 acres or less that require a PCN, the District Engineer may determine, on a case-by-case basis, that compensatory mitigation is required to ensure that the activity results in minimal adverse effect on the aquatic environment. 8. Riprap. For all NWPs that allow for the use of riprap material for bank stabilization, the following conditions shall be applied: a. Filter cloth must be placed underneath the riprap as an additional requirement of its use in North Carolina waters. The placement of filter fabric is not required if the riprap will be pushed or “keyed” into the bank of the waterbody. A waiver from the specifications in this Regional Condition must be requested in writing. b. Riprap shall be placed only on the stream banks, or, if it is necessary to be placed in the stream bed, the finished top elevation of the riprap should not exceed that of the original stream bed. 9. Culvert Placement. For all NWPs that allow for culvert placement, the following conditions shall be applied: a. For all NWPs that involve the construction/installation of culverts, measures shall be included in the construction/installation that will promote the safe passage of fish and other aquatic organisms Placement of culverts and other structures in streams shall be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts having a diameter less than or equal to 48 inches. If the culvert outlet is submerged within a pool or scour hole and designed to provide for aquatic passage, then culvert burial into the streambed is not required. Culvert burial is not required for structures less than 72 inch diameter/width, where the slope of the culvert will be greater than 2.5%, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/connectivity has been provided when possible (e.g., rock ladders, cross vanes, sills, baffles etc.). Culvert burial is not required when bedrock is present in culvert locations. Installation of culverts in wetlands shall ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. When roadways, causeways, or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands. Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 29 A waiver from the depth specifications in this condition may be requested, in writing, by the permittee and issued by the Corp. This waiver request must be specific as to the reasons(s) for the request. The waiver will be issued if it can be demonstrated that the proposed design would result in less impacts to the aquatic environment. Culverts placed across wetland fills purely for the purposes of equalizing surface water do not have to be buried, but the culverts must be of adequate size and/or number to ensure unrestricted transmission of water. b. Bank-full flows (or less) shall be accommodated through maintenance of the existing bank- full channel cross sectional area. Additional culverts or culvert barrels at such crossings shall be allowed only to receive bank-full flows. c. Culverts shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. If the width of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that they receive only flows above bankfull. 10. Utility Lines. For all NWPs that allow for the construction and installation of utility lines, the following conditions shall be applied: a. Utility lines consisting of aerial electric power transmission lines crossing navigable waters of the U.S. (which are defined at 33 CFR part 329) must comply with the applicable minimum clearances specified in 33 CFR 322.5(i). Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 30 b. The work area authorized by this permit, including temporary and/or permanent fills, will be minimized to the greatest extent practicable. Justification for work corridors exceeding forty (40) feet in width is required and will be based on pipeline diameter and length, size of equipment required to construct the utility line, and other construction information deemed necessary to support the request. The permittee is required to provide this information to the Corps with the initial PCN package. c. A plan to restore and re-vegetate wetland areas cleared for construction must be submitted with the required PCN. Cleared wetland areas shall be re-vegetated, as appropriate, with species of canopy, shrub, and herbaceous species. The permittee shall not use fescue grass or any other species identified as invasive or exotic species by the NC Native Plant Society (NCNPS): https://ncwildflower.org/invasive-exotic-species-list/. d. Any permanently maintained corridor along the utility right of way within forested wetlands shall be considered a loss of aquatic function. A compensatory mitigation plan will be required for all such impacts associated with the requested activity if the activity requires a PCN and the cumulative total of permanent conversion of forested wetlands exceeds 0.1 acres, unless the District Engineer determines in writing that either some other form of mitigation would be more environmentally appropriate or the adverse effects of the proposed activity are minimal. Where permanently maintained corridor within forested wetlands is 0.1 acres or less, the District Engineer may determine, on a case-by-case basis, that compensatory mitigation is required to ensure that the activity results in minimal adverse effects on the aquatic environment. e. When directional boring or horizontal directional drilling (HDD) under waters of the U.S., including wetlands, permittees shall closely monitor the project for hydraulic fracturing or “fracking.” Any discharge from hydraulic fracturing or “fracking” into waters of the U.S., including wetlands, shall be reported to the appropriate Corps Regulatory Field Office within 48 hours. Restoration and/or compensatory mitigation may be required as a result of any unintended discharges. 11. Temporary Access Fills. The permittee shall submit a PCN to the District Engineer prior to commencing the activity if the activity will involve the discharge of dredged or fill material into more than 0.1 acres of wetlands or 0.02 acres of stream channel for the construction of temporary access fills and/or temporary road crossings. The PCN must include a restoration plan that thoroughly describes how all temporary fills will be removed, how pre-project conditions will be restored, and include a timetable for all restoration activities. 12. Federal Navigation Channel Setbacks. Authorized structures and fills located in or adjacent to Federally authorized waterways must be constructed in accordance with the latest setback criteria established by the Wilmington District Engineer. You may review the setback policy at http://www.saw.usace.army.mil/Missions/Navigation/Setbacks.aspx. This general permit does not authorize the construction of hardened or permanently fixed structures within the Federally Authorized Channel Setback, unless the activity is approved by the Corps. The permittee shall submit a PCN (see General Condition 32) to the District Engineer to obtain a written verification prior to the construction of any structures or fills within the Federally Authorized Channel Setback. 13. Northern Long-eared Bat – Endangered Species Act Compliance. The Wilmington District, U.S. Army Corps of Engineers has consulted with the United States Fish and Wildlife Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 31 Service (USFWS) in regard to the threatened northern long-eared bat (NLEB) (Myotis septentrionalis) and Standard Local Operating Procedures for Endangered Species (SLOPES) have been approved by the Corps and the USFWS. This condition concerns effects to the NLEB only and does not address effects to other federally listed species and/or federally designated critical habitat. a. Procedures when the Corps is the lead federal* agency for a project: The permittee must comply with (1) and (2) below when: • the project is located in the western 41 counties of North Carolina, to include non-federal aid North Carolina Department of Transportation (NCDOT) projects, OR; • the project is located in the 59 eastern counties of North Carolina and is a non-NCDOT project. *Generally, if a project is located on private property or on non-federal land, and the project is not being funded by a federal entity, the Corps will be the lead federal agency due to the requirement to obtain Department of the Army authorization to impact waters of the U.S. If the project is located on federal land, contact the Corps to determine the lead federal agency. (1) A permittee using an NWP must check to see if their project is located in the range of the NLEB by using the following website: http://www.fws.gov/midwest/endangered/mammals/nleb/pdf/WNSZone.pdf. If the project is within the range of the NLEB, or if the project includes percussive activities (e.g., blasting, pile driving, etc.), the permittee is then required to check the appropriate website in the paragraph below to discover if their project: • is located in a 12-digit Hydrologic Unit Code area (“red HUC” - shown as red areas on the map), AND/OR; • involves percussive activities within 0.25 mile of a red HUC. Red HUC maps - for the western 41 counties in NC (covered by the Asheville Ecological Services Field Office), check the project location against the electronic maps found at: http://www.fws.gov/asheville/htmls/project_review/NLEB_in_WNC.html. For the eastern 59 counties in NC (covered by the Raleigh Ecological Services Field Office), check the project location against the electronic maps found at: https://www.fws.gov/raleigh/NLEB_RFO.html. (2) A permittee must submit a PCN to the District Engineer, and receive written verification from the District Engineer, prior to commencing the activity, if the activity will involve any of the following: • tree clearing/removal and/or, construction/installation of wind turbines in a red HUC, AND/OR; x bridge removal or maintenance, unless the bridge has been inspected and there is no evidence of bat use, (applies anywhere in the range of the NLEB), AND/OR: x percussive activities in a red HUC, or within 0.25 mile of a red HUC. Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 32 The permittee may proceed with the activity without submitting a PCN to either the Corps or the USFWS, provided the activity complies with all applicable NWP terms and general and regional conditions, if the permittee’s review under A.(1) and A.(2) above shows that the project is: x located outside of a red HUC (and there are no percussive activities), and the activity will NOT include bridge removal or maintenance, unless the bridge has been inspected and there is no evidence of bat use, OR; x located outside of a red HUC and there are percussive activities, but the percussive activities will not occur within 0.25-mile of a red HUC boundary, and the activity will NOT include bridge removal or maintenance, unless the bridge has been inspected and there is no evidence of bat use, OR; x located in a red HUC, but the activity will NOT include tree clearing/removal; construction/installation of wind turbines; bridge removal or maintenance, unless the bridge has been inspected and there is no evidence of bat use, and/or; any percussive activities. b. Procedures when the USACE is not the lead federal agency: For projects where another federal agency is the lead federal agency - if that other federal agency has completed project-specific ESA Section 7(a)(2) consultation for the NLEB, and has (1) determined that the project would not cause prohibited incidental take of the NLEB, and (2) completed coordination/consultation that is required by the USFWS (per the directions on the respective USFWS office’s website), that project may proceed without PCN to either the USACE or the USFWS, provided all General and Regional Permit Conditions are met. The NLEB SLOPES can be viewed on the USACE website at: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency- Coordination/ESA/. Permittees who do not have internet access may contact the USACE at (910) 251- 4633. 14. West Indian Manatee Protection. In order to protect the endangered West Indian manatee (Trichechus manatus) the Permittee shall implement the USFWS’ Manatee Guidelines, and strictly adhere to all requirements therein. The guidelines can be found at https://www.fws.gov/raleigh/pdfs/ManateeGuidelines2017.pdf. 15. ESA Programmatic Biological Opinions. The Wilmington District, USFWS, NCDOT, and the FHWA have conducted programmatic Section 7(a)(2) consultation for a number of federally listed species and designated critical habitat (DCH), and programmatic consultation concerning other federally listed species and/or DCH may occur in the future. The result of completed programmatic consultation is a Programmatic Biological Opinion (PBO) issued by the USFWS. These PBOs contain mandatory terms and conditions to implement the reasonable and prudent measures that are associated with “incidental take” of whichever species or critical habitat is covered by a specific PBO. Authorization under NWPs is conditional upon the permittee’s compliance with all the mandatory terms and conditions associated with incidental take of the applicable PBO (or PBOs), which are incorporated by reference in the NWPs. Failure to comply with the terms and conditions associated with incidental take of an applicable PBO, where a take of the federally listed species occurs, would constitute an unauthorized take by the permittee, and would also constitute permittee non- compliance with the authorization under the NWPs. If the terms and conditions of a specific PBO (or PBOs) apply to a project, the Corps will include this/these requirements in any NWP verification that may be issued for a project. For an activity/project that does not require a PCN, the terms and conditions of the applicable PBO(s) also apply to that non-notifying Nationwide Permit 13 - Activities, Regional Conditions, General Conditions, and Definitions 33 activity/project. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its PBO and the ESA. All PBOs can be found on our website at: https://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency- Coordination/ESA/. 16. Work on Eastern Band of Cherokee Indian Land. Notifying NWPs - All PCNs submitted for activities in waters of the U.S. on Eastern Band of Cherokee Indians (EBCI) trust land (i.e., Qualla Boundary and non-contiguous tracts of trust land located in portions of Swain, Jackson, Haywood, Graham and Cherokee Counties), must comply with the requirements of the latest MOU between the Wilmington District and the EBCI. Non-notifying NWPs - Prior to the use of any non-notifying NWP for activities in waters of the U.S. on EBCI trust land (i.e., Qualla Boundary and non-contiguous tracts of trust land located in portions of Swain, Jackson, Haywood, Graham and Cherokee Counties), all prospective permittees must comply with the requirements of the latest MOU between the Wilmington District and the EBCI; this includes coordinating the proposed project with the EBCI Natural Resources Program and obtaining a Tribal Approval Letter from the Tribe. The EBCI MOU can be found at the following URL: http://saw-reg.usace.army.mil/FO/Final- MOU-EBCI-USACE.pdf 17. Sedimentation and Erosion Control Structures and Measures. All PCNs will identify and describe sedimentation and erosion control structures and measures proposed for placement in waters of the U.S. The structures and measures should be depicted on maps, surveys or drawings showing location and impacts to jurisdictional wetlands and streams. C. REGIONAL CONDITIONS APPLICABLE TO NWP 13 1. In designated trout watersheds, a PCN is not required for impacts up to 0.02 acres of stream for temporary dewatering, and up to 100 linear feet for all other impacts to streams or waterbodies for bank stabilization activities that are not adjoining, adjacent to, or in the relative vicinity of existing stabilization structures. Materials for the stabilization structure(s) and design of the project must be constructed to withstand normal and expected high stream flows. In designated trout waters, the permittee shall submit a PCN (see Regional Condition C.3 above and General Condition 32) to the District Engineer prior to commencing the activity if 1) impacts (other than temporary dewatering to work in dry conditions) to streams and waterbodies exceed 100 linear feet; 2) temporary impacts to streams or waterbodies associated with dewatering to work in dry conditions exceed 0.02 acres of stream channel; or 3) the activity will be constructed during the trout waters moratorium from October 15th through April 15th. D. SECTION 401 WATER QUALITY CERTIFICATION (WQC) AND/OR COASTAL ZONE MANAGEMENT ACT (CZMA) CONSISTENCY DETERMINATION SUMMARY AND APPLICABLE CONDITIONS The CZMA Consistency Determination and all Water Quality Certifications for the NWPs can be found at: https://www.saw.usace.army.mil/Missions/Regulatory-Permit- Program/Permits/2017-Nationwide-Permits/