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Bluetail TRC Approval Package
Page | 1 COMMERCIAL SITE PLAN APPROVAL To: Charlie Cazier, intracoastalengineering.com From: Amy Doss, Development Planner Date: August 12, 2024 Subject: Commercial Site Plan Approval – Bluetail Industrial Park – 2701 Blue Clay Road The commercial site plan has been approved by the Technical Review Committee (TRC). The approved plan consists of 0.9 acres of land located at 2701 Blue Clay Road (PID# R03316-004-002-000). This approval is valid for two (2) years unless a building permit or zoning compliance approval authorizing the approved development is obtained. Please note the project may be subject to additional regulations of the County’s development ordinances, including but not limited to, those referenced in the initial Technical Review Committee (TRC) dated February 24, 2023 and / or subsequent revised comments. In addition, this approval does not relieve the applicant from any law, regulation, or requirement of any other government or regulatory agency. If you have any questions, I may be reached at adoss@nhcgov.com or at (910) 798-7571. Thank you, Amy Doss Development Review Planner EX. BLOCK BLDG. EX. METAL BLDG. BL U E C L A Y R O A D ( R / W V A R I E S ) FF 36.4' FF 37.3' X X X XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X NA D 8 3 ( 2 0 1 1 ) EX. SHED TO BE REMOVED N/F INMAN DAN E MARIE P R03316-004-001-001 DB 1353, PG 939 ZONE: AC USE: COMMERCIAL N/ F SK Y E P R O P E R T I E S H O L D I N G I N C R0 3 3 1 6 - 0 0 4 - 0 0 6 - 0 0 0 DB 6 5 4 0 , P G 2 0 4 1 ZO N E : A C US E : C O M M E R C I A L N/F NEW HANOVER COUNTY AIRPORT AUTHORITY R03316-004-004-000 DB 6253, PG 2792 ZONE: AC USE: VACANT N/F TF HOLDINGS LIMITED PTNP R03316-004-003-000 DB 1783, PG 1251 ZONE: AC USE: VACANT (P U B L I C R / W V A R I E S ) 24 4 ' 8,900 SF TOTAL APPROX. LOCATION EX. WELL AP P R O X . L O C A T I O N E X . 1 2 " S S F M EX.POWER POLE TO BE RELOCATED (CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR RELOCATION) PROP. LOT-A $& BAY DOORS N/F AIC CONDOMINIUM ASSN INC R03300-005-021-000 DB 4260, PG 0467 ZONE: AC USE: COMMERCIAL N/F AIC CONDOMINIUM ASSN INC R03300-006-002-000 DB 2380, PG 0860 ZONE: AC USE: COMMERCIAL N/F TRASK ALEX M JR HRS R03300-005-005-001 DB 9993, PG 1508 ZONE: AC USE: VACANT APPROX. LOCATION EX. DI EX. GRAVEL/SOIL AREAS TO BE RESURFACED WITH GRAVEL EX. GRAVEL/SOIL AREAS TO BE REMOVED EX. GRAVEL/SOIL AREAS TO BE REMOVED EX. GRAVEL DRIVEWAY NAIL SET IN 3 735 36 3 5 34 33 33 32 31 36 31 33 36 36 T.B.M NAIL SET IN DUKE POWER POLE #6N853 ELEVATION 36.0' R/W MONUMENT EX. OVERHEAD CRANE RAILS (LOCATION IS APPROX.) PROP. LOT-B $& PROP. LOTLINE PR O P . L O T L I N E C-0 1 EX I S T I N G C O N D I T I O N S A N D DE M O L I T I O N P L A N 1" = 30' PROPERTY LINE ADJOINERS SILT FENCE LIMITS OF DISTURBANCE PROP. DEMO AREAS LEGEND REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: VICINITY MAP (NOT TO SCALE): 2022-015 CLIENT INFORMATION: Bluetail Properties, LLC Dustin Braudway 366 Shorepoint Dr. Wilmington, NC 28411 910-233-9629 OF 7 JAE CDC CDC 24x36 6/15/2023 BL U E T A I L I N D U S T R I A L PA R K SITE AIRPORT BLU E C L A Y R D NORTH KERR AVE NORTH KERR AVE O L D W R I G H T S B O R O R D AC O R N B R A N C H R D S R 1 3 1 9 SR 1 3 7 0 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N 8-1-24 REVISED GRAVEL AREA BEING REMOVED. SITE DATA PARCEL ID:R03316-004-002-000 CURRENT ZONING:AC PROJECT ADDRESS:2701 BLUE CLAY RD. WILMINGTON, NC 28405 CURRENT OWNERS:BLUETAIL PROPERTIES, LLC 366 SHOREPOINT DR. WILMINGTON, NC 28411 TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF EXISTING ONSITE IMPERVIOUS AREAS: GRAVEL (DRIVES, PARKING & STORAGE):33,235 S.F. BUILDINGS: 9,925 S.F. ASPHALT: 1,440 S.F. TOTAL:44,600 S.F. EXISTING ONSITE IMPERVIOUS AREAS TO BE REMOVED: GRAVEL (DRIVES, PARKING & STORAGE):12,330 S.F. BUILDINGS: 145 S.F. ASPHALT: 1,440 S.F. TOTAL:13,915 S.F. EXISTING ONSITE IMPERVIOUS AREA TO REMAIN: 30,685 S.F. SOILS TYPE:No (Norfolk fine sandy loam) 83.4% Wo(Woodington find sandy loam)16.6% DEVELOPMENT NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE. 2.PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS. 3.EXISTING SURVEYING PERFORMED BY F.W. JONES SURVEYING COMPANY. 4.SITE IS LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER 3720312900K, DATED 8/28/2018. 5.NO WETLANDS OR SURFACE WATERS EXIST ON SITE. 6.NO REGULATED TREE EXIST ON SITE. 7.HORIZONTAL & VERTICAL DATA COLLECTED WITH A TRIBLE R8 NRS MODE. HORIZONTAL NAD 83 (2011) VERTICAL NAVD 88 60'30'15'30'0' Scale: 1"=30' EX. BLOCK BLDG. EX. METAL BLDG. BL U E C L A Y R O A D ( R / W V A R I E S ) FF 36.4' FF 37.3' 18 ' 9' 13 18' 8. 5 ' 9 GRAVEL PARKING AREA NA D 8 3 ( 2 0 1 1 ) 5' 15' N/F INMAN DAN E MARIE P R03316-004-001-001 DB 1353, PG 939 ZONE: AC USE: COMMERCIAL N/ F SK Y E P R O P E R T I E S H O L D I N G I N C R0 3 3 1 6 - 0 0 4 - 0 0 6 - 0 0 0 DB 6 5 4 0 , P G 2 0 4 1 ZO N E : A C US E : C O M M E R C I A L N/F NEW HANOVER COUNTY AIRPORT AUTHORITY R03316-004-004-000 DB 6253, PG 2792 ZONE: AC USE: VACANT N/F TF HOLDINGS LIMITED PTNP R03316-004-003-000 DB 1783, PG 1251 ZONE: AC USE: VACANT (P U B L I C R / W V A R I E S ) 8,900 SF TOTAL DI#1 RIM: 34.8 INV: 31.9 DI#2 RIM: 34.8 INV: 31.3 18" RCP 18 " R C P APPROX. LOCATION EX. WELL DI#3 RIM: 34.8 INV: 32.1 5' C O N C . S I D E W A L K AP P R O X . L O C A T I O N E X . 1 2 " S S F M 16 ' PROP. LOT-A $& PRIVATE ACCESS, DRAINAGE & UTILITY EASEMENT (WIDTH VARIES) 10' D.E. 35.3 34.9 35.35 35.5 36.0 35.3 35.9 TAPER CURB TO FLAT 36.75 36.3 36 36.25 35.7 36.2 35.7 36.0 36.2 37.2 UP ADA PARKING SIGN BAY DOORS AIC CONDOMINIUM ASSN INC N/F TRASK ALEX M JR HRS R03300-005-005-001 DB 9993, PG 1508 ZONE: AC USE: VACANT APPROX. LOCATION EX. DI DUMPSTER PAD & ENCLOSURE 35.8 36.5 16' UP 35.9 35.9 35.8 35.5 TAPER CURB TO FLAT (TYP @ BUILDING) 35 35 35.9 18 ' 35.35 DI#4 RIM: 34.65 INV: 32.25 35.25 35.5 36.25 15" RCP 35.5 20 ' P R I V A T E D . E . 35.4 34 36 32 3233 22 ' 33 4 5' X 5' CONC. PAD ADA PARKING SIGN OUTLET STRUCTURE (SEE DETAIL) SDMH#1 RIM: 34.0 INV: 31.5534 35.2 35.8 35.9 EX. GRAVEL DRIVEWAY R3 0 ' PROPOSED PRIVATE DUPLEX SS LIFT STATION TOP: 36.0 (SEE LIFT STATION DETAILS) STORM DRAIN C.O. (TYP) 3 735 36 3 5 34 33 33 32 31 36 31 33 36 36 36 35.6 35.15 MATCH EX. ASPHALT 3 5 3 4 33 6" PVC SS SERVICE @ 0.6% MIN 2" P R I V A T E P V C S S F M . 20.1' 1.9' EX. OVERHEAD CRANE RAILS (LOCATION IS APPROX.) BAY DOORS BAY DOORS 35.5 35.9 36.5 36.0 35.75 36.75 PROP. LOT-B $& PROP. LOTLINE PR O P . L O T L I N E 36.2 36.5 36.4 36.6 12 . 2 ' 36 35.9 35.9 35.3 35.5 35.4 C-1 2 1" = 30' OVERALL PROJECT SITE DATA PARCEL ID:R03316-004-002-000 CURRENT ZONING:AC PROJECT ADDRESS:2701 BLUE CLAY RD. WILMINGTON, NC 28405 CURRENT OWNERS:BLUETAIL PROPERTIES, LLC 366 SHOREPOINT DR. WILMINGTON, NC 28411 TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF TOTAL ON-SITE IMPERVIOUS AREAS: LOT-A 35,500 S.F. LOT-B 35,000 S.F. TOTAL 70,500 S.F. (67.7%) ESTIMATED TRIP GENERATION (Per Trip Generation Manual): 17,900 SF LIGHT INDUSTRIAL (ITE CODE 110) AM PEAK: 13 PM PEAK: 12 DAILY: 87 EXISTING SEWER AND WATER DEMAND: 0 GPD PROPOSED SEWER AND WATER DEMAND:625 GPD LOT-A SITE DATA: PROPOSED USE:ARTISAN MANUFACTURING PROPOSED LOT SIZE:6) DF BUILDING SIZE:8,900 S.F. G.F.A. BUILDING HEIGHT: 6725< CALCULATION FOR BUILDING COVERAGE: PROPOSED COVERAGE 6)·6) BUILDING SETBACKS: FRONT:REQUIRED= 50'EXISTING= 3'PROPOSED= 77' SIDE:REQUIRED= 0'EXISTING=10'L/118'R PROPOSED= 12.2'L/64'R REAR:REQUIRED= 0'EXISTING=53'PROPOSED= 163' PROPOSED IMPERVIOUS AREAS: GRAVEL PARKING AREA 14,800 S.F. CONCRETE (SIDEWALK, C&G, ETC.) 775 S.F. FUTURE 2,535 S.F. TOTAL 18,110 S.F (30.13%) TOTAL ON-SITE IMPERVIOUS AREA: PROPOSED:18,110 S.F. EXISTING TO REMAIN:17,390 S.F. TOTAL:35,500 S.F. (59.1%) PARKING REQUIRED ARTISAN MANUFACTURING: (1.5 Spaces per 1,000 SF GFA) PARKING REQUIRED:13 SPACES (1 ADA) PARKING PROVIDED:13 SPACES (1 ADA) PARKING LOT INTERIOR LANDSCAPING REQUIRED 13,395 S.F. * 8% 1,072 S.F. PROVIDED 1,260 S.F. FOUNDATION PLANTINGS: NORTH FACADE: 102 LF X 12' FACADE X 12% REQUIRED:147 S.F. PROVIDED:See Landscape Plan WEST FACADE: 96 LF X 16' FACADE X 12% REQUIRED:184 S.F. PROVIDED:See Landscape Plan STREETYARD: (MULTIPLIER: 18' MAX: 27' MIN: 9') REQUIRED: 244' - 30' = 214' X 18'=3,852 S.F. PROVIDED:4,425 S.F. LOT-B SITE DATA: PROPOSED USE:ARTISAN MANUFACTURING PROPOSED LOT SIZE:6) DF BUILDING SIZE:9,000 S.F. G.F.A. TOTAL BUILDING HEIGHT:19.25' Average / 20.5' Max. (1-STORY) CALCULATION FOR BUILDING COVERAGE: PROPOSED COVERAGE 6)·6) BUILDING SETBACKS: FRONT:REQUIRED= 50'PROPOSED= 79' SIDE:REQUIRED= 0'PROPOSED= 83'L/54'R REAR:REQUIRED= 0'PROPOSED= 12' PROPOSED IMPERVIOUS AREAS: BUILDINGS ROOFS 9,000 S.F. GRAVEL PARKING AREA 6,610 S.F. CONCRETE (SIDEWALK, C&G, ETC.) 2,495 S.F. FUTURE 3,600 S.F. TOTAL 21,705 S.F (49.3%) TOTAL ON-SITE IMPERVIOUS AREA: PROPOSED:21,705 S.F. EXISTING TO REMAIN:13,295 S.F. TOTAL:35,000 S.F. (79.5%) PARKING REQUIRED ARTISAN MANUFACTURING: (1.5 Spaces per 1,000 SF GFA) PARKING REQUIRED:14 SPACES (1 ADA) PARKING PROVIDED:15 SPACES (1 ADA) PARKING LOT INTERIOR LANDSCAPING REQUIRED 22,397 S.F. * 8% 1,792 S.F. PROVIDED 1,900 S.F. FOUNDATION PLANTINGS: SOUTH FACADE: 150 LF X 16' FACADE X 12% REQUIRED:288 S.F. PROVIDED:See Landscape plan REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: VICINITY MAP (NOT TO SCALE): 2022-015 CLIENT INFORMATION: Bluetail Properties, LLC Dustin Braudway 366 Shorepoint Dr. Wilmington, NC 28411 910-233-9629 OF 7 JAE CDC CDC 24x36 6/15/2023 BL U E T A I L I N D U S T R I A L PA R K SITE AIRPORT BLU E C L A Y R D NORTH KERR AVE NORTH KERR AVE O L D W R I G H T S B O R O R D AC O R N B R A N C H R D S R 1 3 1 9 SR 1 3 7 0 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N PROPERTY LINE ADJOINERS RUNOFF DIRECTION PROPOSED SSFM PROPOSED SANITARY SEWER LINE ENERGY DISSIPATER SPOT ELEVATION GRAVEL PARKING AREA PARKING LOT LANDSCAPING STREETYARD LANDSCAPING FOUNDATION PLANTINGS LEGEND 25.5 DEVELOPMENT NOTES: 1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE. 2.PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS. 3.RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS TO BE ROUTED TO PROPOSED WET DETENTION BASIN. 1.EXISTING SANITARY SEWER SERVICE IS CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY AUTHORITY PUBLIC SANITARY SEWER FORCE MAINS. 2.WATER WILL BE PROVIDED VIA EXISTING ON-SITE PRIVATE WELL. 3.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED UNDERGROUND. 4.ALL SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS. 5.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM. 6.THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * TELEPHONE & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP. 7.SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE. 8.ALL WATER AND SANITARY SEWER LINES TO BE BURIED AT 36" MIN. DEPTH. 9.3' SEPARATION REQUIRED BETWEEN ALL JOINTS, FITTINGS AND SERVICE SADDLES. 10.NO FORMAL SITE LIGHTING IS PROPOSED AT THIS TIME. IF SITE LIGHTING IS DESIRED IN THE FUTURE, APPROVAL FROM NEW HANOVER COUNTY IS REQUIRED. UTILITY NOTES: FIRE & SAFETY NOTES: 1.PROPOSED BUILDING WILL NOT BE SPRINKLED. 2.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. 3.BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIX J" REQUIREMENTS. 4.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE. 7-26-23 REVISED PER NCDOT COMMENTS. 8-1-24 REVISED PARKING, LANDSCAPING AND GRAVEL AREA. 60'30'15'30'0' Scale: 1"=30' SI T E , G R A D I N G , D R A I N A G E , ST O R M W A T E R & U T I L I T I E S P L A N EX. BLOCK BLDG. EX. METAL BLDG. BL U E C L A Y R O A D ( R / W V A R I E S ) FF 36.4' FF 37.3' X X X XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X NA D 8 3 ( 2 0 1 1 ) 5' 15' (P U B L I C R / W V A R I E S ) 8,900 SF TOTAL DI#1 RIM: 34.8 INV: 31.9 DI#2 RIM: 34.8 INV: 31.3 18" RCP 18 " R C P APPROX. LOCATION EX. WELL DI#3 RIM: 34.8 INV: 32.1 5' C O N C . S I D E W A L K AP P R O X . L O C A T I O N E X . 1 2 " S S F M PRIVATE ACCESS, DRAINAGE & UTILITY EASEMENT (WIDTH VARIES) 10' D.E. 35.3 34.9 35.35 35.5 36.0 35.3 35.9 36.75 36.3 36 36.25 35.7 36.2 35.7 36.0 36.2 37.2 UP BAY DOORS DUMPSTER PAD & ENCLOSURE 35.8 36.5 UP 35.9 35.9 35.8 35.5 35 35 35.9 35.35 DI#4 RIM: 34.65 INV: 32.25 35.25 35.5 36.25 15" RCP 35.5 20 ' P R I V A T E D . E . 35.4 34 36 32 3233 22 ' 33 OUTLET STRUCTURE (SEE DETAIL) SDMH#1 RIM: 34.0 INV: 31.55 TEMPORARY CONSTRUCTION ENTRANCE 34 35.2 35.8 35.9 STORM DRAIN C.O. (TYP) 3 735 36 3 5 34 33 33 32 31 36 31 33 36 36 36 35.6 35.15 MATCH EX. ASPHALT 3 5 3 4 33 NA D 8 3 ( 2 0 1 1 ) EX. OVERHEAD CRANE RAILS (LOCATION IS APPROX.) BAY DOORS BAY DOORS 35.5 35.9 36.5 36.0 35.75 36.75 36.2 36.5 36.4 36.6 36 35.9 35.9 35.3 35.5 35.4 C-2 3 1" = 30' SITE DATA PARCEL ID:R03316-004-002-000 CURRENT ZONING:AC PROJECT ADDRESS:2701 BLUE CLAY RD. WILMINGTON, NC 28405 CURRENT OWNERS:BLUETAIL PROPERTIES, LLC 366 SHOREPOINT DR. WILMINGTON, NC 28411 TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF TOTAL DISTURBED AREA 2.3 ac. REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: VICINITY MAP (NOT TO SCALE): 2022-015 CLIENT INFORMATION: Bluetail Properties, LLC Dustin Braudway 366 Shorepoint Dr. Wilmington, NC 28411 910-233-9629 OF 7 JAE CDC CDC 24x36 6/15/2023 BL U E T A I L I N D U S T R I A L PA R K SITE AIRPORT BLU E C L A Y R D NORTH KERR AVE NORTH KERR AVE O L D W R I G H T S B O R O R D AC O R N B R A N C H R D S R 1 3 1 9 SR 1 3 7 0 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N SE D I M E N T A T I O N & E R O S I O N CO N T R O L P L A N * Perimeter dikes, ditches and slopes GROUND STABILIZATION CRITERIA 7 Days SITE AREA DESCRIPTION STABILIZATION TIMEFRAME STABILIZATION TIMEFRAME EXCEPTIONS None 7 Days None * High Quality Water (HQW) Zones 7 Days If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed * Slopes Steeper than 3:1 14 Days* Slopes 3:1 or flatter 7-days for slopes greater than 50 ft. in length 14 Days* All other areas with slopes flatter than 4:1 None (except for perimeters & HQW Zones) SYMBOL BUILDING WASTE HANDLING: -NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS -DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE. -EARTHEN MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE. -CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS. INSPECTIONS: -SAME WEEKLY REQUIREMENTS -SAME RAIN GAUGE & INSPECTIONS AFTER 0.50" RAIN EVENT. -INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS" -INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED. -RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST. -ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS. SEDIMENT BASINS: -OUTLET STRUCTURES MUST BE WITHDRAWN FROM BASIN SURFACES UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE. -USE ONLY DWQ APPROVED FLOCCULANTS. NORTH CAROLINA TEMPORARY GRASSING DETAIL SEEDING MIXTURE SPECIES APPLICATION RATE LATE WINTER & EARLY SPRING: Rye (grain)100 (lb/acre) Annual Iespedeza (Kobe in Piedmont and Coastal Plain, Korean in Mountains)50 (lb/acre) Omit annual Iespedeza when duration of temporary cover is not to extend beyond June SUMMER: German Millet In the Piedmont and Mountains,40 (lb/acre) a small-stemmed sundangrass may be substituted at a rate of 50 (lb/acre) FALL: Rye (grain)120 (lb/acre) SEEDING DATES LATE WINTER & EARLY SPRING: Mountains - Above 2500 ft: Feb. 15-May 15 Piedmont - Jan. 1-May 1 Coastal Plain - Dec. 1-Apr. 15 SUMMER: Mountains - May 15-Aug. 15 Piedmont - May 1-Aug. 15 Coastal Plain - Apr. 15-Aug. 15 FALL: Mountains - Aug. 15-Dec. 15 Coastal Plain and Piedmont - Aug. 15-Dec. 30 SOIL AMENDMENTS: Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer. MULCH: apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. MAINTENANCE: Refertilize if growth is not fully adequate. reseed, refertilize and mulch immediately following erosion or other damage. NORTH CAROLINA PERMANENT GRASSING DETAIL SEEDING MIXTURE SPECIES APPLICATION RATE FALL & WINTER: Tall Fescue (blend of two or 200 (lb/acre) three improved varieties) Rye (grain) 25 (lb/acre) SPRING & SUMMER: Pensacola Bahiagrass 50 (lb/acre) Sericea Lespedeza 30 (lb/acre) Common Bermudagrass 10 (lb/acre) German Millet 10 (lb/acre) Tall Fescue 50 (lb/acre) SEEDING DATES FALL & WINTER: January - April August - December SOIL AMENDMENTS: Apply lime and fertilizer according to soil tests, or apply 3.000-5,000 lb/acre ground agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer. MAINTENANCE: Fertilize according to soil tests or apply 40 lb/acre nitrogen in January or february, 40 lb in September and 40 lb in November, from a 12-4-8, 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during warm weather, as this increases stand losses to disease. Reseed, fertilize, and mulch damaged areas immediately. mow to a height of 2.5-3.5 inches as needed. SPRING & SUMMER: April 1 - July 15 SOIL AMENDMENTS: Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground agriculture limestone and 500 lb/acre 10-10-10 fertilizer. MAINTENANCE: Refertilize the following april with 50 lb/acre nitrogen. Repeat as growth requires. may be mowed only once a year. Where a neat appearance is desired, omit sericea and mow as often as needed. MULCH: apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. MAINTENANCE PLAN: 1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. 2.ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF 2-3 INCH STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 3.SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION, SEDIMENT TRAP BAFFLES, AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. 4.CHECK SEDIMENT BASIN AND BAFFLES WEEKLY & AFTER EACH RAINFALL EVENT. REMOVE SEDIMENT FROM TRAP & BAFFLES AND RESTORE TO ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT 12 THE DESIGN VOLUME. REPAIR / REPLACE BAFFLES IF TORN, COLLAPSED, OR INEFFECTIVE. 5.DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 6.SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. 7.FAIRCLOTH SKIMMER TO BE ROUTINELY CHECKED FOR SEDIMENT ACCUMULATION, TRASH, AND DEBRIS CLOGGING THE WATER ENTRY ORIFICES. PULL SKIMMER TO SIDE OF BASIN AND HAND REMOVE SEDIMENT AND DEBRIS TO RESTORE FLOW TO ORIGINAL STATE. CONSTRUCTION SEQUENCE: CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE AND SILT FENCE ALONG ALL LOCATIONS PER PLANS. UPON INSTALLATION OF SILT FENCE, TREES SHOULD BE REMOVED IN LOCATIONS AS NECESSARY. ALL SLOPED AREAS SHOULD BE SEEDED IN ACCORDANCE TO SPECIFICATIONS. SLOPE STABILIZATION IS WITHIN 21 CALENDAR DAYS OF ANY PHASE OF CONSTRUCTION. ALL OTHER AREAS MUST BE STABILIZED WITH IN 15 WORKING DAYS. CONTRACTOR TO FOLLOW NPDES STABILIZATION REQUIREMENTS PER TABLE ON THIS SHEET AS WELL. MOST STRINGENT REQUIREMENT TO BE MET. 1.GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE TEMPORARY SILT FENCE & CONSTRUCTION ENTRANCE HAS BEEN INSTALLED. 2.NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). 3.NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. 4.INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, TREE PROTECTION FENCE & SEDIMENT BASINS. CONTRACTOR TO BE FAMILIAR WITH USACOE GENERAL PERMIT CONDITIONS FOR ROAD CROSSINGS. SPECIFIC CONSTRUCTION METHODS MAY BE REQUIRED ABOVE AND BEYOND WHAT IS SPECIFIED IN THIS PLAN. INSTALL ALL SECONDARY EROSION CONTROL MEASURES, SUCH AS INLET PROTECTION AS SOON AS POSSIBLE AFTER BEGINNING CONSTRUCTION. 5.ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. 6.A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 7.MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. 8.MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE. 9.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. HARDWARE CLOTH AND GRAVEL INLET PROTECTION NTS 2' 2' 4' MAX. NCDOT #5 OR # 57 WASHED STONE 2: 1 16 " 19-GAUGE HARDWARE CLOTH (1/4 MESH OPENINGS) FILTERED WATER INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. MAINTENANCE: CONSTRUCTION SPECIFICATIONS: 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER. MIN. 12-1/2 GA. INTERMEDIATE WIRES SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY 36" IN WIDTH. FABRIC SHALL BE FASTENED SELF-FASTENER STEEL ANGLE TYPE. 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE TEMPORARY SILT FENCE NTS SPACING. ENGINEER. NOTES: VARIES (6'-8' MIN.) AS DIR. BY ENG. STEEL POST WIRE FABRIC FILTER FABRIC 4" 8"6" ANCHOR FABRIC SKIRT AS DIRECTED BY ENGINEER TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS COARSE AGGREGATE 2" - 3" 8" MIN. GEO FABRIC LINER CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF NOTE: ENTRANCE. WHICHEVER IS GREATER. ENERGY DISSIPATOR NTS SECTION A - A FILTER FABRIC SEE PLAN SEE PLAN 1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY DISSIPATOR AREAS. NOTES: PROPERTY LINE ADJOINERS RUNOFF DIRECTION WATERLINE SANITARY SEWER LINE SILT FENCE LIMITS OF DISTURBANCE SPOT ELEVATION INLET PROTECTION ENGERGY DISSIPATOR LEGEND 25.5 60'30'15'30'0' Scale: 1"=30' 7-26-23 REVISED PER NCDOT COMMENTS. 8-1-24 REVISED PARKING, LANDSCAPING AND GRAVEL AREA. C-3 4 DE T A I L S NTS REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: VICINITY MAP (NOT TO SCALE): 2022-015 CLIENT INFORMATION: Bluetail Properties, LLC Dustin Braudway 366 Shorepoint Dr. Wilmington, NC 28411 910-233-9629 OF 7 JAE CDC CDC 24x36 6/15/2023 BL U E T A I L I N D U S T R I A L PA R K SITE AIRPORT BLU E C L A Y R D NORTH KERR AVE NORTH KERR AVE O L D W R I G H T S B O R O R D AC O R N B R A N C H R D S R 1 3 1 9 SR 1 3 7 0 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N NTS 2" S9.5B 8" ABC DRIVEWAY APRON PAVEMENT SECTION COMPACTED SUBGRADE COIR MESH OR SIMILAR, STAPLED OR TRENCHED INTO BOTTOM OR SIDE. STEEL SUPPORT POST 24" INTO BOTTOM OR SIDE STAKE TO SUPPORT WIRESUPPORT ROPE TO WIRE TO PREVENT SAGGING CROSS SECTION NTS POROUS BAFFLE DETAIL FLOW POROUS BAFFLES 25% SA 25% SA 25% SA 25% SA PLAN PLAN 1" 6" 5 3/4" MANHOLE DIAMETERSHALL BE 1'-0"LARGER THAN THE FORM FLOW CHANNEL 3'-3" MIN. 3'-1 3/4" MIN. CONC.MH BLOCKS PRECAST MH RINGS SECTION STORM DRAIN MANHOLE DETAIL BLOCK CONC. M.H. NTS 8"LARGEST PIPE 8" 1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE 2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT NOTE MIN WEIGHTS:FRAME: 208 LBS.COVER: 120 LBS. 3/4" CEMENT MORTAR SEAL STD. M.H. RING & COVER 1'-0" OCM.H. STEPS @ 1'-0" 1'-0" DOT APPROVED PRECAST 4" RISER RING PRECAST M.H. UNITS WITH CAST IN PLACE STEPS @ 12" OC SIDEWALK SECTION A-A 4' min SECTION B-B A A B B 1.0-8.3% (30"MAX RISE) 10% MAX (X=36"MIN) 8.3% MAX (X<36") (FOR ALTERATIONS RAMP CURB AND GUTTER WARNING DOMES 2' MIN 1.6-2.4" (TYP) RAMP WIDTH 0.2" Flare WARNING DOMES 4' FLARE 2. X LAN D I N G 1.6-2.4" (TYP) TRUNCATED DOMES BASE DIAMETER 0.9-1.4" TOP DIAMETER 50-60% OF BASE (TYP) LANDING NTS WHEEL CHAIR RAMP DETAIL SITE WORK NOTES: 1.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE. 2.CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. 3.GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. 4.MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. 5.DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 6.FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS. 7.THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. 8.THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED. 9.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 10.NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 48 HOURS BEFORE COMMENCING CONSTRUCTION. 11.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. 12.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE PERSONNEL. 13.CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 14.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION. 15.THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. 16.ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 17.ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BE CONSULTED AT CONTRACTORS COST AS NECESSARY. 18.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. 19.CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED. 20.FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR. 21.ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY. PROPOSED DRIVEWAY GRADE 2% MIN SLOPE 6' MIN FROM EX. EOP TYPICAL DRIVEWAY GRADING SECTION NTS (;52$'6/23( DROP INLET DETAIL 3000 PSI CONC. NTS BRICK MASONRY FLOW 6" CONC. COLLAR 6" DROP INLET TO HAVE SAND LEAVE OPENING AS SHOWNTRAP, DROP FOOTING 12" & ELEV. VARIES ASPHALT PAVEMENT SECTION NOTE: 8" 2'-0"8"8" 1'-0" VA R I E S 4" CONC. COLLAR SEE PLAN FOR PIPEORIENTATION NOTE: USE DEWEY BROS. FOR YARD INLETSBASINS AND CH-BN-47CH-BN 3A FOR CATCH PLAN CASTING WHEEL STOP DETAIL NTS 1. CONTRACTOR SHALL INSTALL PER CITY OF WILMINGTON TECHNICAL STANDARD PER SD 15-13 NOTE: WIDTH x LENGTH x HEIGHT 1/2"1/2"6'-11" FRONT VIEW +2/(6 1/2" END VIEW 4" 4.5" 1/2"8" 9" x 7'-0" x 4" 4000 PSI @ 4 - #4 REBAR 28 DAYS CONCRETE: REINFORCING: PLAN VIEW 12"7'12" 2. CONTRACTOR SHALL INSTALL WHEEL STOP 2.5' FROM SIDEWALK. 1-1/2"R(TYP) WHITE SYMBOL ON BLUE BACKGROUND LEGEND AND BORDER - GREENBACKGROUND - WHITE 12" 3/8"(TYP) LEGEND AND BORDER - GREEN BACKGROUND - WHITE 12" COLORS 1-1/2"R(TYP) LEGEND AND BORDER - GREENBACKGROUND - WHITE 18" 3/8"(TYP) TO READ "VAN ACCESSIBLE". BOLT TO WD. POST WITH 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS 9" x 1'-6" x .080 STD ALUM. SIGN NUTS, BOLTS & WASHERS. 9" x 1'-0" x .080 STD ALUM. SIGN TO READ "MAXIMUM PENALTY $250, GS 20-37.6". BOLT TO WD. POST WITH 3/8" CANDIUM PLATED PRESSURE TREATED 4"x4" POST. FINISHED GRADE HANDICAPPED PARKING SIGN WITH IDENTIFICATION SYMBOL. 1'-6" x 1'-0" x .080 STD. ALUM. TO READ "RESERVED PARKING" BOLT TO WD. POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS. TYPICAL HANDICAPPED SIGN DETAIL NTS R7-8a Sign (no arrows) R7-8d Sign R7-8P Sign 2 1 6 1 3 1 TOP OF SHELF 32.2 BOTTOM OF SHELF 31.2 CLEAN OUT 26.2 CLEAN OUT 23.9 NTS 31.231.2 CLASS "B" RIP RAP 1' MIN. TUCK (TYP.) NON-WOVEN GEOTEXTILE FABRIC NORMAL POOL EL. 31.73 1 *POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS *6:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL WEED, DUCK POTATO, SWAMP ROSE, BLUE FLAG, & CARDINAL FLOWER. (OR ENGINEER APPROVED ALTERNATIVE) *VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS AT 24" O.C. IN A CHECKERBOARD PATTERN. *VEGETATED SHELF PLANTING SHALL NOT BE PLANTED WITHIN 10' OF THE OUTLET STRUCTURES. *A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES * ANY PORTION OF WET DETENTION BASIN USED FOR S&EC DURING CONSTRUCTION MUST BE CLEANED OUT AND RETURNED TO DESIGN STATE BEFORE USE AS A WET DETENTION BASIN. EL. 35.65 TOP OF BANK DETENTION POND & FOREBAY SECTION 5' EMBANKMENT NORMAL POOL EL. 31.7 MAIN POOL 2 1 1 BOTTOM 24.9 FLOOD POOL EL 33.25 MI N . 6" FOREBAY 2.5 1 BOTTOM EL. 27.22.5 FOREBAY BERM BEYOND EL. 35.65 TOP OF BANK 4'-0" SECTION A - A 6"6" BOTTOM 4" PVC PIPE W/1.5" ORIFICE 4'-0" PLAN INV. 31.7 INV. 30.7 GALV. BAR GRATING - 1" x 1/8" BEARING BARS (MAX OPENING 4"). FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4" GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE & FACE OF WEIR. TOP OF BANK 24" RCP 1 3 6" 24" RCP A NORMAL POOL 31.7 2.5 1 12 " 3' - 0 " 6" 6" A 6" TOP OF BOX 33.85 NTS DETENTION POND OUTLET STRUCTURE 4" SCREW TYPE PLUG 4" PVC PIPE 4" PVC CAP W/ 1.5" DRILLED HOLE ORIFICE W/ GALVANIZED WIRE CLOTH OVER SMALL DIAMETER ORIFICE (8 MESH .020 WIRE) 42.0" WEIR INV. 33.25 FLOOD POOL 33.25 12 " ș WATER SURFACE FRONT VIEWEND VIEW PROSEPECTIVE VIEW PVC ELBOW PVC TEE PVC END CAP PVC END CAP PVC PIPE (8) 12" HOLES IN UNDERSIDE ARM ASSEMBLY "C" ENCLOSURE WATER ENTRY UNIT SCEHDULE 40 PVC PIPE PVC TEE ORIFICE PLATE (SEE SIZE BELOW) SCHEDULE 40 PVC PIPE (SEE SIZE BELOW) FLEXIBLE HOSE CONNECTED TO OUTLET STRUCTURE ORIFICE PVC PIPE VENT NTS FAIRCLOTH SKIMMER DETAIL 1. SKIMMER TO BE USED IN WET PONDS AND REMOVED AFTER SITE IS PERMANENTLY STABLE. NOTES: SKIMMER SPECS: SIZE=2.0" SCH-40 PVC PIPE ORIFICE=1.9" DIAMETER 4" CONC. SIDEWALK w/6x6-10/10 W.W.M. 4"8" x x x x x GRAVEL/CONC. TURNDOWN SIDEWALK NTS CLASS A CONC. 7"1/8"R 1"3"R 6" 1 1/2"R 3"R 1' - 0 " 2'-0" 1'-6"6" ASPHALT DRAINAGE AWAY FROM CURB CLASS A CONC. 24" CURB SECTION NTS ASPHALT 7" 2'-0" 3"R 1'-6" 1/8"R 1" 6" 6" 1' - 0 " DRAINAGE TOWARD CURB SHALL SLOPE AWAY AS SHOWN AWAY FROM CURB, GUTTER WHERE RUNOFF IS DIRECTED SLOPE SLOPE 1 1/2"R 3"R 4" ABC STONE COMPACTED SUB-GRADE GRAVEL SECTION NTS BOTTOM OF SPILLWAY EL. 34.70 3 1 31 TOP OF BANK 10' 1 3 40' EL. 34.70 EL. 35.65 EMERGENCY SPILLWAY DETAIL NTS EL. 35.65 NOTES: 1. WIDTH OF SPILLWAY TO BE PROTECTED WITH RIPRAP AS SHOWN ON PLAN. REMAINING LENGTH OF CHANNEL TO BE STABILIZED WITH EXCELSIOR MAT AND SEEDED IN ACCORDANCE WITH SPECIFICATIONS. 1" DIA ROD @ 5' MAX SPACING LANDSCAPE ISLAND 2' 6" X 6" LANDSCAPE TIMBERS PARKING SUFACE 6" NTS TYPICAL TIMBER PARKING EDGING DETAIL C-6 7 DE T A I L S REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: VICINITY MAP (NOT TO SCALE): 2022-015 CLIENT INFORMATION: Bluetail Properties, LLC Dustin Braudway 366 Shorepoint Dr. Wilmington, NC 28411 910-233-9629 OF 7 JAE CDC CDC 24x36 6/15/2023 BL U E T A I L I N D U S T R I A L PA R K SITE AIRPORT BL U E C L A Y R D NORTH KERR AVE NORTH KERR AVE O L D W R I G H T S B O R O R D AC O R N B R A N C H R D S R 1 3 1 9 SR 1 3 7 0 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N NTS EX. BLOCK BLDG. EX. METAL BLDG. BL U E C L A Y R O A D ( R / W V A R I E S ) FF 36.4' FF 37.3' NA D 8 3 ( 2 0 1 1 ) (P U B L I C R / W V A R I E S ) 8,900 SF TOTAL DI#1 RIM: 34.8 INV: 31.9 DI#2 RIM: 34.8 INV: 31.3 18" RCP 18 " R C P APPROX. LOCATION EX. WELL DI#3 RIM: 34.8 INV: 32.1 5' C O N C . S I D E W A L K 35.3 34.9 35.35 35.5 36.0 35.3 35.9 36.75 36.3 36 36.25 35.7 36.2 35.7 36.0 36.2 37.2 UP BAY DOORS APPROX. LOCATION EX. DI 35.8 36.5 UP 35.9 35.9 35.8 35.5 35 35 35.9 35.35 DI#4 RIM: 34.65 INV: 32.25 35.25 35.5 36.25 15" RCP 35.5 DI#4 DA= 0.28 AC. DI#3 DA= 0.61 AC. DI#2 DA= 0.56 AC. 35.4 34 36 32 3233 33 OUTLET STRUCTURE (SEE DETAIL) POND DA= 2.02 AC. SDMH#1 RIM: 34.0 INV: 31.5534 35.2 35.8 35.9 EX. GRAVEL DRIVEWAY STORM DRAIN C.O. (TYP) 3 735 36 3 5 34 33 33 32 31 36 31 33 36 36 36 35.6 35.15 MATCH EX. ASPHALT 3 5 3 4 33 EX. OVERHEAD CRANE RAILS (LOCATION IS APPROX.) BAY DOORS BAY DOORS 35.5 35.9 36.5 36.0 35.75 36.75 36.2 36.5 36.4 36.6 12 . 2 ' 36 35.9 35.9 35.3 35.5 35.4 C-1 2 1" = 30' REVISIONS PROJECT NUMBER: DRAWING NUMBER: CHECKED: APPROVED: DRAWN: DATE: SCALE: SHEET SIZE: VICINITY MAP (NOT TO SCALE): 2022-015 CLIENT INFORMATION: Bluetail Properties, LLC Dustin Braudway 366 Shorepoint Dr. Wilmington, NC 28411 910-233-9629 OF 7 JAE CDC CDC 24x36 6/15/2023 BL U E T A I L I N D U S T R I A L PA R K SITE AIRPORT BLU E C L A Y R D NORTH KERR AVE NORTH KERR AVE O L D W R I G H T S B O R O R D AC O R N B R A N C H R D S R 1 3 1 9 SR 1 3 7 0 PRE L I M I N A R Y DRA W I N G D O N O T U S E FOR C O N S T R U C T I O N 60'30'15'30'0' Scale: 1"=30' DR A I N A G E A R E A E X H I B I T M A P = D.A. TO WET DETENTION BASIN = INLET DRAINAGE AREAS Sheet of Site Plan Bluewater Surfaces New Construction ©pghARCHITECTURE, PC 2023 2701 Blue Clay Road Wilmington, NC 28405 Permit Drawings May 5, 2023 : Revisions Revision 1 Revision 2 Revision 3 910-297-9570 4006 PARK AVENUE WILMINGTON, NORTH CAROLINA pgharchitecture@gmail.com ARCHITECTURE h pg 1 AC1 1 October 26, 2023 October 30, 2023 Revision 4 N S EWSite Plan AC1 8 scale 1"=10'-0" UP UP APPROX. EX. WELL LOCATION BAY DOORS APPROX. LOCATION EX. DI DUMPSTER PAD & ENCLOSURE S 82°34'49"W 19.99' S 27°14'20"W4.51' EX. BLOCK BLDG. EX. METAL BLDG. R/W MONUMENT EIS EIS EIS EIS EIS EIP EIP EIP EIP BLUE CLAY ROAD(R/W VARIES) FF 49.5' FF 50.4' 50 49.5' 50.0' 49 48 47 46 45 45 SPRINT ATT 50 44 49 48 47 48 49 47 46 49 49 OHW OHW OHW OHW O H W O H W O H W O H W O H W O H W O H W OHW OHW OHW MAGNETIC MB 58, PG 329 N/FINMAN DAN E MARIE PR03316-004-001-001DB 1353, PG 939ZONE: ACUSE: COMMERCIAL N/F SKYE PROPERTIES HOLDING INC R03316-004-006-000 DB 6540, PG 2041 ZONE: AC USE: COMMERCIAL N/F NEW HANOVER COUNTY AIRPORT AUTHORITY R03316-004-004-000 DB 6253, PG 2792 ZONE: AC USE: VACANT N/F TF HOLDINGS LIMITED PTNP R03316-004-003-000 DB 1783, PG 1251 ZONE: AC USE: VACANT WELL SEABOARD COASTLINE RAILROAD PUBLIC R/W VARIES) 8,900 SF TOTAL W W W W W W W W W W APPROX. LOCATION EX. 14" SS FM 1.5" W. SERVICE (36" MIN BURY) 1.5" W. SERVICE (36" MIN BURY) PROP. LOT-A±1.38 AC. PROP. LOT-B ±1.01 AC. PROP. LOTLINE PROP. LOTLINE 49 49 48 49 49 UP S 88°03'56"W 264.03' N 01°49'43"W 116.66' S 87°35'31"W 106.58' N 01°24'47"W 152.44' N 86°55'27"E 227.20' S 85°50'08"E 157.47' S 70°00'30"E 105.02' S 24°08'45"W 104.17' S 62°47'52"E16.42' S 23°21'36"W 47.58' S 28°02'33"W76.61' S 09°38'54"W 1.81' C E X T E N S I O N O F R U N W A Y 1 7 - 3 5 S E E D B 5 7 8 8 , P G 1 3 5 2 F O R E A S E M E N T R E S T R I C T I O N S 45 SS SS SS SS SS SS SS EX. RELOCATED METAL SHED 880 SF FFE: 50.5 EX. METAL BLDG. 2,900 SF TOTAL 2'-0"5'-0" 2'-11" 5'-0" 25'-6" 7'-0" 21'-138" 100 SHOWROOM 101 OFFICE 1 102 OFFICE 2 103 OFFICE 3 104 CLIENTTOILET 105 STAFFTOILET 106 SHOP 12'-1118" 82'-814" 80'-514" 40'-0" PROPERTY LINE CHAINLINK FENCE SETBACKS 1'-0" CONTOUR CENTERLINE DRIPLINE SITE LINE LEGEND X X X X X X X X AEC SETBACKS 5'-0" CONTOUR WOOD FENCE ADJ. PROPERTY LINE OHW OVERHEAD WIRE PLANT LEGEND GENERAL PLANTING NOTES 1.THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, FINAL GRADING, SEEDING, SOIL AMENDMENTS, ETC, AS MAY BE REQUIRED FOR A COMPLETE INSTALATION. 2.QUANTITIES SHOWN IN PLANT LISTS ARE FOR CONVENIENCE ONLY. PLANS SHALL GOVERN. 3.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN PLANT LOCATIONS OR INSUFFICIENT PLANT QUANTITIES DUE TO DIFERENCES IN PLAN AND ACTUAL FIELD CONDITIONS. 4. ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL WILL NOT BE ALLOWED. 5.ALL LANDSCAPE AREAS SHALL BE GRADED TO A SMOOTH EVEN SURFACE PRIOR TO ANY PLANT INSTALATION. ALL PLANT METERIALS SHALL BE INSTALLED USING GOOD HORTICULTURAL PRACTICES IN ACCORDANCE WITH THE PLANS AND DETAILS. 6. TREES SHALL NOT BE PLANTED CLOSER THAN FOUR (4) FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE SIDEWALK AREA . ALL TREES PLANTED WITHIN FIVE (5) FEET OF WALKS OR PUBLIC UTILITITES SHALL RECIEVE DEEP ROOT BARRIERS. 7.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (10) FEET FROM ALL UNDERGROUND UTILITITES, STREETLIGHTS, HYDRANTS, AND OUT OF DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE ARCHITECT FOR DECISION ON PLACEMENT. 8. ALL TREES IN TURF AREAS SHALL HAVE 12" MIN CLR. CIRCUMFERENCE AROUND THE TRUNK BASE. PROVIDE 2" MIN. THICK MULCH AT BASE OF TRUNK. 9.GROUNDCOVER TYPE SHOWN SHALL BE PLANTED IN ALL SHRUB AREAS AS SPECIFIED ON PLANS. GROUNDCOVER SHALL BE PLANTED AT 8" ON-CENTER, UNIFORM TRIANGULAR SPACING AND SHALL BE CONTINIOUS UNDER ALL TREE AND SHRUB MASSES AS SHOWN ON PLAN. 10.MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. 11.ALL PLANTINGS AREAS SHALL BE MULCHED WITH PINESTRAW. ALL AREAS WITH GROUNDCOVER SHALL BE MULCHED WITH HARDWOOD MULCH. LLEX X A. 'EAGLESTON / EAGLESTON HOLLY PLANT LEGEND TREES BOTANICAL / COMMON NAME QTYRANGE 10'- 12'QUERCUS NUTTALLII / NUTTALL OAK 8'- 10' CONT. 3 B&B B&B ULMUS P. "EMER II" / ALLEE ELM 10'- 12'B&B SHRUBS BOTANICAL / COMMON NAME QTYRANGE AZALEA 10'- 12' SIZE 1152" CAL. PODOCARPUS MACROPHYLLUS / SHRUBBY YEW 3'- 5'7 GAL GROUND COVERS BOTANICAL / COMMON NAME QTYSPACINGSIZE LIRIOPE MUSCARI / LILY TURF 50012" O.C.1 GAL 30018" O.C.1 QT.TRACHELOSPERMUM A. / ASIATIC JASMINE GENERAL PLANTING NOTES 1.THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, FINAL GRADING, SEEDING, SOIL AMENDMENTS, ETC, AS MAY BE REQUIRED FOR A COMPLETE INSTALATION. 2.QUANTITIES SHOWN IN PLANT LISTS ARE FOR CONVENIENCE ONLY. PLANS SHALL GOVERN. 3.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN PLANT LOCATIONS OR INSUFFICIENT PLANT QUANTITIES DUE TO DIFERENCES IN PLAN AND ACTUAL FIELD CONDITIONS. 4. ALL TREE AND SHRUB MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL WILL NOT BE ALLOWED. 5.ALL LANDSCAPE AREAS SHALL BE GRADED TO A SMOOTH EVEN SURFACE PRIOR TO ANY PLANT INSTALATION. ALL PLANT METERIALS SHALL BE INSTALLED USING GOOD HORTICULTURAL PRACTICES IN ACCORDANCE WITH THE PLANS AND DETAILS. 6. TREES SHALL NOT BE PLANTED CLOSER THAN FOUR (4) FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE SIDEWALK AREA . ALL TREES PLANTED WITHIN FIVE (5) FEET OF WALKS OR PUBLIC UTILITITES SHALL RECIEVE DEEP ROOT BARRIERS. 7.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SHOULD BE PLANTED A MINIMUM OF TEN (10) FEET FROM ALL UNDERGROUND UTILITITES, STREETLIGHTS, HYDRANTS, AND OUT OF DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE, CONTACT THE ARCHITECT FOR DECISION ON PLACEMENT. 8. ALL TREES IN TURF AREAS SHALL HAVE 12" MIN CLR. CIRCUMFERENCE AROUND THE TRUNK BASE. PROVIDE 2" MIN. THICK MULCH AT BASE OF TRUNK. 9.GROUNDCOVER TYPE SHOWN SHALL BE PLANTED IN ALL SHRUB AREAS AS SPECIFIED ON PLANS. GROUNDCOVER SHALL BE PLANTED AT 8" ON-CENTER, UNIFORM TRIANGULAR SPACING AND SHALL BE CONTINIOUS UNDER ALL TREE AND SHRUB MASSES AS SHOWN ON PLAN. 10.MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. 11.ALL PLANTINGS AREAS SHALL BE MULCHED WITH PINESTRAW. ALL AREAS WITH GROUNDCOVER SHALL BE MULCHED WITH HARDWOOD MULCH. 62 12 16 LANDSCAPE REQUIRMENTS PROVIDED PARKING LOT CANOPY COVERAGE REQUIRED 382 SF, 1 TREES FOUNDATION PLANTING STREET TREES (1 PER 144 SQ FT) TREE REQUIRMEMNTS PER DISTURBED ACRE 15 TREES PER DISTURBED ACRE MUST BE RETAINED OR PLANTED ON SITE REQUIRED 0.25 ACRES DISTURBED X 15 TREES = 4 TREES REQUIRED PROVIDED 57 TREES PLANTED - REFER TO PLANTING LEGEND TOTAL 57 TREES PROVIDED CANOPY UNDERSTORY CANOPY UNDERSTORY CANOPY UNDERSTORY 4 TREES (119 LF / 30LF 1 TREE PER 30 LF OF FRONTAGE 21 7 1 21 7 382 SF, 1 TREES (1 PER 144 SQ FT) R03316-004-002-000 A1 2701 BLUE CLAY ROAD WILMINGTON, NC 28405 BLUETAIL PROPERTIES LLC 104544 S.F. (+- 2.4 AC) OFFICE & WAREHOUSE 50'-0" FRONT 3972 S.F. 723 S.F. 4330 S.F. SITE DATA PARCEL ID CURRENT ZONING PROJECT ADDRESS CURRENT OWNER TOTAL ACREAGE IN PROJECT BOUNDRY PROPOSED USE BUILDING SETBACKS PARKING LOT INTERIOR LANDSCAPING FOUNDATION PLANTINGS STREETYARD 1 2 3 3 July 8, 2024 4 July 15, 2024