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Home My WebLink About23061_Caraustar Res Phase I Final Grade Work Plan_20240501 ! " # $ %&'()*'+,-*./)00)1(23/)00)1(4%&'()*'+,-*567849&4:+;</76=>?>@A@BCD=EFG1,*)93'(1,*)95'1,*')&K(194&+(<2)(13O0)(15'1,*')&K(194&+(<PF7*7,G&Q,1*'3R7*7,(&:,1*'5(;101S4&+(<PF77K.%7*'3-R77K5R+,*(19,7-)679*)104&+(<PT967,-+9.U)00+95R+,*(19,7-)679*)104&+(<^_Z`\abfiY\^jZ`ki^Z`W]ZY\lX]me`Z^ifZnn]Xo\Ype`\Zf\^Xjqar\iqsd\]\Z]\Z^atdZ^u\fsXsd\vX]mn`Z^p,-*1:7,x767;70+R(79*%7&*)+979*+w{9;),+9(79*10|N10)*J€CEAE-R+9679&7*+196w,+(*')-166,7--)--NVO7&**+*'7y+,*'L1,+0)91,6-21S196(1JV76)-&0+-76*+*'),6R1,*)7-4†Z]j^‡drZ]j^ˆdZ]sditmrZ^ptXr‰Zab n]i` ‘b ’ “” •“–e†]fsbli``iZr™‡li``iZrp˜tdrisdX]fsˆY\šp^tpuXo‰Z‡ž`irZˆdZ]sditmrZ^ptXr‰Ÿe\s\]†tW]Zsd‡n\s\]rtu]ZsdˆroZ`ZvptXr‰Ÿe\\mb˜\sd‡fn\\mˆnX]srZ^]\fiY\^jZ`ptXr‰Ÿ ^nX]srZ^]\fiY\^jZ`ptXr‰]^Z`¨ –’©”ª”«ª’©’ª¬Z]ZŽfsZ]Z^Y˜ZoX^Z†i``fªedZf\gh\fiY\^jZ`ªki^Z`W]ZY\lX]me`Z^§s\]^Z`\rZi`p²X^Xst`itm`i^mfX]Xn\^Z³Ztdr\^sfŽ^`\ffo\]i´\Yph\nX]sfŽfnitiXŽf\rZi`fvisdsd\h\nX]s†\ffZu\¡Ž³X^`XtZs\YX^aXŽ]µŽ ! "#$ ! %"% #&'(")*+,-.*/0123456789:;<=>?>@:7)*/0A)1BCD*234EFGFHIJ7K8?I<7::<LIMN<:OPPQRS>7T8<<:LURFVFPHWN7:;<XYPZ[\F][FPZ\Q=8^NT:XYPZ[\P][VOPY___`S>7<SN;ab>?`;8b Via Email April 25, 2024 NCDEQ – Division of Waste Management Brownfields Redevelopment Section 1646 Mail Service Center Raleigh, North Carolina 27699-1646 Attn: Mr. Bill Schmithorst Re: Final Grade Soil Assessment Work Plan – Phase I Residential Caraustar and Savona Mills S. Turner Avenue & Chamberlain Avenue Charlotte, North Carolina Brownfields Project No. 23061-19-060 H&H Project No. POR-001 Dear Bill: Please find the enclosed Final Grade Soil Assessment Work Plan prepared for Phase I of the residential redevelopment located on a portion of the Caraustar and Savona Mills Brownfields property in Charlotte, Mecklenburg County. Should you have questions or need additional information, please do not hesitate to contact us at (704) 586-0007. Sincerely, Hart & Hickman, PC Haley Martin, PG Juliana Lima Project Manager Assistant Project Engineer Enclosures cc: Mr. Bill Anderson, Portman Residential (Via Email) Mr. Seth Peek, Portman Residential (Via Email) Mr. Peter McGrath, Moore & Van Allen, PLLC (Via Email) i https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/portman holdings/caraustar & savona mill/residential_final grade/work plan/23061 - final grade work plan_residential_caraustar and savona mills.docx Final Grade Soil Assessment Work Plan Phase I Residential Caraustar and Savona Mills S. Turner Avenue & Chamberlain Avenue Charlotte, North Carolina H&H Job No. POR-001 Table of Contents 1.0 Introduction ............................................................................................................................ 1 2.0 Final Grade Soil Assessment Activities ................................................................................ 3 2.1 Final Grade Soil Sampling ................................................................................................... 3 2.2 Quality Assurance / Quality Control .................................................................................... 4 2.3 Investigation Derived Waste ................................................................................................ 5 3.0 Reporting ................................................................................................................................ 6 List of Tables Table 1 Proposed Final Grade Soil Sample Summary List of Figures Figure 1 Site Location Map Figure 2 Site Map Figure 3 Proposed Sample Location Map List of Appendices Appendix A Landscape Plan prepared by Kimley Horn (January 13, 2023) 1 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/portman holdings/caraustar & savona mill/residential_final grade/work plan/23061 - final grade work plan_residential_caraustar and savona mills.docx Final Grade Soil Assessment Work Plan Phase I Residential Caraustar and Savona Mill S. Turner Avenue & Chamberlain Avenue Charlotte, North Carolina H&H Job No. POR-001 1.0 Introduction Hart & Hickman, PC (H&H) has prepared this Work Plan to conduct final grade soil sampling for Phase I of the residential redevelopment located on the northern portion of the Caraustar and Savona Mill Brownfields property (Brownfields Project No. 23061-19-060) at the intersection of South Turner Avenue and Chamberlain Avenue in Charlotte, Mecklenburg County, North Carolina. The Brownfields property is comprised of six contiguous parcels (Parcel Identification Nos. [PIN] 07111209, 07111419, 07111412, 07111418, 07111417, 07110551, and 07111410) that collectively total approximately 25 acres of land located in a rapidly densifying area of the Seversville neighborhood less than one-mile northwest of Uptown Charlotte. Redevelopment at the Brownfields property is ongoing and has included the demolition of select former buildings and leveling the Brownfields property for redevelopment of Phase I which includes construction of three multi-family residential apartment buildings (Building 1, Building 3, and Building 4), one for-rent townhome building (Building 2), and associated parking areas. Phase I of the residential redevelopment is located on PIN 07111412 which comprises approximately 7.5 acres of the larger Caraustar and Savona Mills Brownfields property (Site or subject Site). A Site location map is provided as Figure 1, and the Site and surrounding area are shown in Figure 2. Redevelopment activities at the Site are being completed in general accordance with the North Carolina Department of Environmental Quality (DEQ) approved Environmental Management Plan (EMP) dated May 10, 2021. The EMP for the Site generally states that no occupancy of the Brownfields property may occur after redevelopment until representative final grade soil samples have been collected in areas at the Site that are not covered by building foundations, sidewalks, or asphalt or concrete parking areas and driveways. Redevelopment activities for Phase I of the 2 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/portman holdings/caraustar & savona mill/residential_final grade/work plan/23061 - final grade work plan_residential_caraustar and savona mills.docx residential redevelopment are nearing completion. Therefore, H&H will complete final grade soil assessment activities in unpaved areas in accordance with the DEQ-approved EMP. A copy of the Landscape Plan prepared by Kimley Horn on January 13, 2023 depicts the locations of the unpaved areas at the Site and is provided in Appendix A. The following sections describe the proposed final grade sampling activities. 3 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/portman holdings/caraustar & savona mill/residential_final grade/work plan/23061 - final grade work plan_residential_caraustar and savona mills.docx 2.0 Final Grade Soil Assessment Activities Final grade soil sampling activities will be completed at the Site to evaluate the potential for impacts in shallow soil within landscape areas that may pose unacceptable exposure risks to future occupants. The soil sampling activities will be performed in general accordance with the DEQ Inactive Hazardous Sites Branch (IHSB) Guidelines for Assessment and Cleanup of Contaminated Sites (Guidelines) dated September 2023, the most recent versions of the U.S. Environmental Protection Agency (EPA) Region IV Laboratory Services and Applied Science Division (LSASD) Field Branches Quality System and Technical Procedures guidance, and the DEQ Brownfields Minimum Requirements Checklist for Site Assessment Work Plans and Reports dated March 2023. 2.1 Final Grade Soil Sampling Based on review of the proposed landscaping plan (Appendix A), conversations with the general contractor, and observations at the Site, landscaped areas at the Site have been divided into nine (9) final grade evaluation areas (FG-1 through FG-9). Five (5) shallow soil borings will be advanced in each area for collection of aliquot soil samples. Due to the phased construction of the Site buildings, final grade soil samples will be collected during separate sampling events. During each building turnover, final grade soil evaluation areas will be sampled in the vicinity of the corresponding building as summarized in Table 1. The proposed final grade evaluation areas and aliquot soil boring locations are shown in Figure 3. Each aliquot soil boring will be advanced from the surface to approximately two (2) ft below the ground surface (ft bgs) using a decontaminated stainless steel hand auger. Continuous soil samples will be collected from the center of the hand auger buck at each boring. Soil samples will be described for lithologic purposes, observed for obvious evidence of staining and unusual odors, and field screened for the presence of volatile organic vapors using a calibrated photoionization detector (PID). 4 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/portman holdings/caraustar & savona mill/residential_final grade/work plan/23061 - final grade work plan_residential_caraustar and savona mills.docx The soil samples selected for laboratory analysis will be placed in dedicated laboratory supplied sample containers, labeled with the sample identification, date, time, requested analysis, and placed in a laboratory-supplied cooler with ice. The sample cooler will be submitted to a North Carolina certified laboratory under standard chain of custody protocols for the analyses outlined below. Based on results of field screening, a grab soil sample from the aliquot exhibiting the highest likelihood for impact will be collected from each of the final grade evaluation areas and will be submitted for laboratory analysis of volatile organic compounds (VOCs) by EPA Method 8260. If field screening results do not identify the obvious presence of potential impacts in an aliquot soil sample, the final grade evaluation area grab samples will be collected from the 1 to 2 ft bgs sample interval from a randomly selected aliquot soil boring in each evaluation area. Aliquot soil samples will be collected from each soil boring advanced in a final grade evaluation area and homogenized to form a composite soil sample representative of shallow soil in that evaluation area. Composite soil samples will be submitted for laboratory analysis of semi-VOCs (SVOCs) by EPA Method 8270 and Resource Conservation and Recovery Act (RCRA) metals plus hexavalent chromium by EPA Methods 6020/7471/7199. A final grade soil sample summary is provided as Table 1. Following sampling activities, the soil borings will be abandoned and the surfaces will be repaired similar to pre-drilling conditions. Additionally, the soil boring locations will be estimated using a hand-held global positioning system (GPS) unit. 2.2 Quality Assurance / Quality Control Non-dedicated equipment and tools will be decontaminated prior to use at each boring location. To evaluate the reproducibility of the sample results, H&H will collect one duplicate soil sample (FG-DUP) during each sampling event that will be submitted for the same analyses as the parent soil sample. 5 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/portman holdings/caraustar & savona mill/residential_final grade/work plan/23061 - final grade work plan_residential_caraustar and savona mills.docx Laboratory QA/QC procedures will be employed to ensure appropriate sample handling and analysis and to aid in the review and validation of the analytical data. QA/QC procedures will be conducted in accordance with the method protocols and will include regular equipment maintenance, equipment calibration, and adherence to specific sample custody and data management procedures. Samples will be analyzed in conjunction with appropriate blanks, laboratory duplicates, continuing calibration standards, surrogate standards, and matrix spiking standards in accordance with approved methodologies to monitor both instrument and analyst performance. H&H will request that laboratory method detection limits for each analyte be at or below appropriate screening criteria, where possible. Additionally, H&H will request that the laboratory include estimated concentrations for compounds that are detected at levels above the laboratory method detection limit, but below the laboratory reporting limit (J flags). The laboratory analytical data report and QA package for the final grade soil samples submitted to and analyzed by the subcontracted laboratory will be provided in an appendix to the final report. Laboratory QA data consistent with Level II documentation will be requested for this project. A copy of the completed chain-of-custody record and shipping receipt will be appended to the corresponding laboratory analytical report included with the final report. 2.3 Investigation Derived Waste Based on results of previous soil assessment activities completed at the Site, investigation derived waste (IDW) generated during the assessment activities will be thin spread on-Site. However, if significant impacts are suspected (i.e., presence of free-product, etc.) the soil cuttings will be containerized in 55-gallon drums and staged on-Site pending analytical results of a composite IDW sample. Based on laboratory analytical results of IDW samples, the drums will be transported off- Site to a suitable facility for disposal. IDW generated during the proposed assessment activities will be managed in accordance with DEQ IHSB Guidelines and the 15A NCAC 02T.1503 and 15A NCAC 02H. 0106 rules. 6 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/portman holdings/caraustar & savona mill/residential_final grade/work plan/23061 - final grade work plan_residential_caraustar and savona mills.docx 3.0 Reporting Following completion of the assessment activities during each soil sampling event and receipt of the analytical data, H&H will document our findings in a final grade soil assessment summary email to DEQ for review and approval. Following completion of final grade soil assessment activities at the Site, H&H will document our findings in a Final Grade Soil Assessment Report. The summary emails and report will include a description of the final grade soil sampling activities, a figure depicting sample locations, soil boring logs, a discussion of the data in comparison to regulatory screening levels, laboratory analytical reports and chain of custody records, and conclusions and recommendations concerning our activities. The report will be sealed by a North Carolina Professional Engineer (PE) or Professional Geologist (PG) and the firm PE/PG numbers will be provided. Table 1 Proposed Final Grade Soil Sample Summary Phase I Residential Caraustar and Savona Mills Charlotte, North Carolina H&H Job No. POR-001 https://harthick.sharepoint.com/sites/masterfiles-1/shared documents/aaa-master projects/portman holdings/caraustar & savona mill/residential_final grade/work plan/table 1 - sample summary.docx Sample Objective Evaluation Area Corresponding Building Turnover Phasing Aliquot Soil Borings Aliquot Boring Depth (ft bgs) Grab VOC Samples (8260) Composite SVOC Samples (8270) Composite RCRA Metal + Hexavalent Chromium Samples 6020/7471 7199 Shallow Soil Exposure Risk Evaluation FG-1 Building 1 5 2 1 1 1 FG-2 5 2 1 1 1 FG-3 5 2 1 1 1 FG-4 Building 2 5 2 1 1 1 FG-5 Building 3 and Building 4 5 2 1 1 1 FG-6 5 2 1 1 1 FG-7 5 2 1 1 1 FG-8 5 2 1 1 1 FG-9 5 2 1 1 1 QA/QC FG-DUP One per sampling event 5 2 1 1 1 Notes: U.S. Environmental Protection Agency analytical method is shown in parentheses. VOCs = volatile organic compounds; SVOCs = semi-VOCs; RCRA = Resource Conservation and Recovery Act ft bgs = feet below ground surface; QA/QC = quality assurance/quality control The duplicate sample location will be selected in the field. USGS The National Map: National Boundaries Dataset, 3DEP ElevationProgram, Geographic Names Information System, National HydrographyDataset, National Land Cover Database, National Structures Dataset, andNational Transportation Dataset; USGS Global Ecosystems; U.S. Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data; U.S.Department of State Humanitarian Information Unit; and NOAA NationalCenters for Environmental Information, U.S. Coastal Relief Model. Datarefreshed April, 2023. SITE LOCATION MAP CARAUSTAR AND SAVONA MILLS PHASE I RESDIENTIAL S. TURNER AVENUE & CHAMBERLAIN AVENUECHARLOTTE, NORTH CAROLINA DATE: 4-18-24 JOB NO: POR-001 REVISION NO: 0 FIGURE NO: 1 2923 South Tryon Street - Suite 100Charlotte, North Carolina 28203704-586-0007 (p) 704-586-0373 (f)License # C-1269 / # C-245 Geology TITLE PROJECT02,000 4,000 SCALE IN FEET SITE Pa t h : S : \ A A A - M a s t e r P r o j e c t s \ P o r t m a n H o l d i n g s \ C a r a u s t a r & S a v o n a M i l l \ B l u e B l a z e - A d d i t i o n a l A s s e s s m e n t \ F i g u r e s \ F i g u r e - 1 - 2 0 2 3 . m x d N U.S.G.S. QUADRANGLE MAP CHARLOTTE EAST, NORTH CAROLINA 2022 QUADRANGLE7.5 MINUTE SERIES (TOPOGRAPHIC) FORMER WIKOFF COLOR FORMER OLD DOMINION BOX CO. FORMER INK MANUFACTURING FACILITY S. T U R N E R A V E N U E COXE AVENUE CHA M B E R L A I N A V E N U E ROZ Z E L L E S F E R R Y R O A D S. G A R D N E R A V E N U E ST E W A R T C R E E K VACANT SAVONA MILL BUILDING STATE STREET REVISION NO. 0 JOB NO. POR-001 DATE: 4-23-24 FIGURE NO. 2 CARAUSTAR AND SAVONA MILLS PHASE I RESIDENTIAL S. TURNER AVENUE & CHAMBERLAIN AVENUE CHARLOTTE, NORTH CAROLINA SITE MAP LEGEND BROWNFIELDS PROPERTY BOUNDARY PARCEL LINE PROPOSED RESIDENTIAL BUILDING PARKING DECK FINAL GRADE EVALUATION AREA - PHASE I RESIDENTIAL NOTES: 1. PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2024. 2. AERIAL IMAGERY OBTAINED FROM MECKLENBURG COUNTY GIS, 2023. 3. PROPOSED REDEVELOPMENT PLAN OVERLAY TAKEN FROM SITE PLAN PREPARED BY KIMLEY HORN DATED 1/17/2022. 2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology RES.07 RES.08 RES.09 RES.06 RES.05 RES.01 RES.02RES.04 RES.03 S:\ A A A - M a s t e r P r o j e c t s \ P o r t m a n H o l d i n g s \ C a r a u s t a r & S a v o n a M i l l \ R e s i d e n t i a l _ F i n a l G r a d e \ W o r k P l a n \ F i g u r e s \ P O R . 0 0 1 _ S I T E _ 2 0 2 4 0 4 1 1 . d w g , F I G 2 , S V i n c e n t FG-1 FG-3 FG-5 FG-8 FG-7 FG-9 FG-4 FG-2 FG-6 REVISION NO. 0 JOB NO. POR-001 DATE: 4-23-24 FIGURE NO. 3 PROPOSED FINAL GRADE SOIL SAMPLE LOCATION MAP NOTES: 1.PARCEL DATA OBTAINED FROM MECKLENBURG COUNTY GIS, 2024. 2.LANDSCAPE REFERENCE PLAN PREPARED BY KIMLEY-HORN DATED JANUARY 13, 2023. 2923 South Tryon Street-Suite 100 Charlotte, North Carolina 28203 704-586-0007(p) 704-586-0373(f) License # C-1269 / #C-245 Geology SA V O N A M I L L B U I L D I N G FORMER INK MANUFACTURING FACILITY COXE AVENUE S. T U R N E R A V E N U E ST E W A R T C R E E K RES.03 CARAUSTAR AND SAVONA MILLS PHASE I RESIDENTIAL S. TURNER AVENUE & CHAMBERLAIN AVENUE CHARLOTTE, NORTH CAROLINA RES.01 RES.04 LEGEND BROWNFIELDS PROPERTY BOUNDARY PARCEL LINE FINAL GRADE EVALUATION AREA - PHASE I RESIDENTIAL EXISTING BUILDING FOOTPRINT PROPOSED RESIDENTIAL BUILDING PARKING DECK PROPOSED LANDSCAPED AREA PROPOSED HARDSCAPED OR PAVED AREAS PROPOSED SOIL ALIQUOT SAMPLE LOCATION RES.06 RES.02 RES.05 RES.07 EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING CHAM B E R L A I N A V E N U E S:\ A A A - M a s t e r P r o j e c t s \ P o r t m a n H o l d i n g s \ C a r a u s t a r & S a v o n a M i l l \ R e s i d e n t i a l _ F i n a l G r a d e \ W o r k P l a n \ F i g u r e s \ P O R . 0 0 1 _ S I T E _ 2 0 2 4 0 4 1 1 . d w g , F I G 3 , S V i n c e n t Appendix A Landscape Plan T T JBX S S S S 8''S S 8''SS 8''S S 8''S S 8''S S WWWWWWWWW S D MM SO U T H T 40' P U B CHAMBERLAIN AVENUE40' PUBLIC RIGHT-OF-WAY SO U T H G A R D N E R A V E N U E 40 ' P U B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SAVONA MILL LANE PRIVATE ROAD SO U T H T 40' P U B CHAMBERLAIN AVENUE40' PUBLIC RIGHT-OF-WAY SO U T H G A R D N E R A V E N U E 40 ' P U B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SAVONA MILL LANE PRIVATE ROAD SO U T H T 40' P U B CHAMBERLAIN AVENUE40' PUBLIC RIGHT-OF-WAY SO U T H G A R D N E R A V E N U E 40 ' P U B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SAVONA MILL LANE PRIVATE ROAD SO U T H T 40' P U B CHAMBERLAIN AVENUE40' PUBLIC RIGHT-OF-WAY SO U T H G A R D N E R A V E N U E 40 ' P U B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SAVONA MILL LANE PRIVATE ROAD EXISTING BUILDING±31,590 S.F. EXISTING BUILDING±4,875 SF C RES.01 C C C C C C C C C C C C C C C C C C RES.02 S S D D D D D 3CK 6NS AX5 AX5 11' 5UP 12QE 2CK 18AG 40AG 7AG 7GB 7GB STREET TREES ALONGPROPERTY NOT OWNED BYTHE DEVELOPER TO BEPROVIDED BY THEPROPERTY OWNER AT TIMEOF SITE UPFIT. 11IG 10UP 8' WIDE PLANTINGAREA. 274 SF EXISTING TREES TOREMAIN (TYP) 11' 3GB 10 '10' 8' WIDE PLANTINGAREA. 380 SF 8'8' WIDE PLANTINGAREA. 208 SF MIN. 8' WIDE PLANTINGAREA. 712 SF TOTAL(274+274=548 SF REQ'D.) 9' 8' WIDE PLANTINGAREA. 435 SF 3CK 4GB EXISTING TREES TOREMAIN (TYP) THIS SITE AREA (DEVELOPMENT AREA BON THE REZONING PLAN) SHALL BEBROUGHT INTO COMPLIANCE WITH ALLCONDITIONS OF THE APPROVEDREZONING PLAN, INCLUDING ANY TREEORDINANCE REQUIREMENTS, AT THETIME IT'S DEVELOPED. PERIMETER TREE SHALL BEPROVIDED WITH A MINIMUM 200SFAS A PART OF DEVELOPMENT AREAB'S DEVELOPMENT. COORDINATEWITH CITY INSPECTOR. PERIMETER TREE SHALL BEPROVIDED WITH A MINIMUM 200SFAS A PART OF DEVELOPMENT AREAB'S DEVELOPMENT. COORDINATEWITH CITY INSPECTOR. SEE MILL PACKAGEFOR STREET TREES.ALL STREET TREESMUST BE PLANTEDWITHIN A YEAR OF C.O CANOPY TREES CODE QTY COMMON NAME BOTANICAL NAME AX 37 FREEMAN MAPLE ACER X FREEMANII EX 10 EXISTING TREE EXISTING CANOPY TREE FG 18 AMERICAN BEECH FAGUS GRANDIFOLIA GB 27 MAIDENHAIR TREE GINKGO BILOBA GK 6 KENTUCKY COFFEETREE GYMNOCLADUS DIOICA MG 7 SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA NS 19 BLACK GUM NYSSA SYLVATICA QS 11 SHUMARD OAK QUERCUS SHUMARDII QE 12 SOUTHERN LIVE OAK QUERCUS VIRGINIANA UP 43 LACEBARK ELM ULMUS PARVIFOLIA UNDERSTORY TREES CODE QTY COMMON NAME BOTANICAL NAME CK 30 KOUSA DOGWOOD CORNUS KOUSA EVERGREEN SHRUBS CODE QTY COMMON NAME BOTANICAL NAME AG 179 GLOSSY ABELIA ABELIA X GRANDIFLORA AJ 51 JAPANESE LAUREL AUCUBA JAPONICA IG 133 INKBERRY HOLLY ILEX GLABRA VL 40 LEATHERLEAF VIBURNUM VIBURNUM RHYTIDOPHYLLUM PLANT SCHEDULE Know what's R 1 PE R M I T R E V I E W 0 7 / 2 8 / 2 0 2 2 J G S 3 PE R M I T R E V I E W 0 9 / 2 6 / 2 0 2 2 T R H 4 CY C L E 3 R E V I E W 1 0 / 2 6 / 2 0 2 2 K M S NORTH CAROLINA KELSEY M. STROBRIDGEENGINEER PROFESSIONALSEAL051702 Know what's R 1 PE R M I T R E V I E W 0 7 / 2 8 / 2 0 2 2 J G S 3 PE R M I T R E V I E W 0 9 / 2 6 / 2 0 2 2 T R H 4 CY C L E 3 R E V I E W 1 0 / 2 6 / 2 0 2 2 K M S NORTH CAROLINA KELSEY M. STROBRIDGEENGINEER PROFESSIONALSEAL051702 Know what's R 1 PE R M I T R E V I E W 0 7 / 2 8 / 2 0 2 2 J G S 3 PE R M I T R E V I E W 0 9 / 2 6 / 2 0 2 2 T R H 4 CY C L E 3 R E V I E W 1 0 / 2 6 / 2 0 2 2 K M S NORTH CAROLINA KELSEY M. STROBRIDGEENGINEER PROFESSIONALSEAL051702 SA V O N A M I L L RE S I D E N T I A L PR E P A R E D F O R PO R T M A N R E S I D E N T I A L LA N D S C A P E P L A N AR E A B L102 © SEE SHEET L103 SE E S H E E T L 1 0 1 LEGEND MILL PACKAGE BOUNDARY ANY CHANGES TO PROPOSED PLANT SPECIES MUST BE COORDINATED WITH THEURBAN FORESTRY INSPECTOR. ANY NEW SPECIES PROPOSED SHALL MEETCHARLOTTE STANDARDS, ADHERE TO THE APPROVED PLANT LIST, AND MAINTAINTHE REQUIRED MINIMUM 75% CANOPY TREE AND 50% NATIVE SPECIES THRESHOLD. NOTE: ALL TREES WITHINSIGHT TRIANGLES TO BELIMBED UP TO 6' NORTH KEY MAP L101 L102 L103 1/13/2023 T T T T T M JBX JBX JBX JBXT T S S S S S 8''S S 8''SS 8''SS 8''SS 6''SS 4''SS 4''SS 4''SS 8''SS 8''SS D S COXE A V E N U E 40' PU B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SAVONA MILL LANE PRIVATE ROAD COXE A V E N U E 40' PU B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SAVONA MILL LANE PRIVATE ROAD COXE A V E N U E 40' PU B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SAVONA MILL LANE PRIVATE ROAD COXE A V E N U E 40' PU B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SO U T H T U R N E R A V E N U E 40' P U B L I C R I G H T - O F - W A Y SAVONA MILL LANE PRIVATE ROAD RES.04 RES.06 C C C C C C C C C C C C C C CC CC CCCCC CC CC CC CC CC CC CCC CC C C C C C C C C C C C C C C C C CC C C CC C C C CCC CCCCCCCCCCCCC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C RES.03 CCCC RES.02 S SS S S S S 6''SS T S D D D D D D D D D D 2''IR S M M 6''SS S 4''SS 4''SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS CC SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S SS DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DDDDDDDDDDDDDDDDDDDDDDDDDD 6''SS6''SS EV EV EV EV EV EV CCCCCCCCCCCCCCCC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C EX I S T I N G S A V O N A MIL L B U I L D I N G ±19 2 , 2 9 8 S . F . C C C C C C C C C CCCC C EXI S T I N G B L U E BLA Z E B R E W I N G ±8,3 2 6 S . F . GB4 2GB 2MG 6AX AX9 10AX AX5 AX5 17' 8' WIDE PLANTINGAREA. 230 SF 16' 16' 17' 8' WIDE PLANTINGAREA. 422 SF 16' 8' WIDE PLANTINGAREA. 221 SF NOTINCLUDINGTRANSFORMER 8' 8' WIDE PLANTINGAREA. 388 SF 8' WIDE PLANTINGAREA. 290 SF 8' 8' WIDE PLANTINGAREA. 283 SF 21' FG3 2CK 18AG 7GB FG1 15' WIDE PLANTINGAREA. 542 SF 15' 17'2MG 8' WIDE PLANTINGAREA. 275 SF 10' NS2 21' WIDE PLANTINGAREA. 475 SF 11' 10' 8' WIDE PLANTINGAREA. 221 SF NOTINCLUDINGTRANSFORMER 8' WIDE PLANTINGAREA. 274 SF THIS SITE AREA (DEVELOPMENT AREA BON THE REZONING PLAN) SHALL BEBROUGHT INTO COMPLIANCE WITH ALLCONDITIONS OF THE APPROVEDREZONING PLAN, INCLUDING ANY TREEORDINANCE REQUIREMENTS, AT THETIME IT'S DEVELOPED. PERIMETER TREE SHALL BEPROVIDED WITH A MINIMUM 200SFAS A PART OF DEVELOPMENT AREAB'S DEVELOPMENT. COORDINATEWITH CITY INSPECTOR. SEE MILL PACKAGEFOR STREET TREES.ALL STREET TREESMUST BE PLANTEDWITHIN A YEAR OF C.O. SEE PACKAGE 1 FORADDITIONAL STREAMMITIGATION PLANTINGS CANOPY TREES CODE QTY COMMON NAME BOTANICAL NAME AX 37 FREEMAN MAPLE ACER X FREEMANII EX 10 EXISTING TREE EXISTING CANOPY TREE FG 18 AMERICAN BEECH FAGUS GRANDIFOLIA GB 27 MAIDENHAIR TREE GINKGO BILOBA GK 6 KENTUCKY COFFEETREE GYMNOCLADUS DIOICA MG 7 SOUTHERN MAGNOLIA MAGNOLIA GRANDIFLORA NS 19 BLACK GUM NYSSA SYLVATICA QS 11 SHUMARD OAK QUERCUS SHUMARDII QE 12 SOUTHERN LIVE OAK QUERCUS VIRGINIANA UP 43 LACEBARK ELM ULMUS PARVIFOLIA UNDERSTORY TREES CODE QTY COMMON NAME BOTANICAL NAME CK 30 KOUSA DOGWOOD CORNUS KOUSA EVERGREEN SHRUBS CODE QTY COMMON NAME BOTANICAL NAME AG 179 GLOSSY ABELIA ABELIA X GRANDIFLORA AJ 51 JAPANESE LAUREL AUCUBA JAPONICA IG 133 INKBERRY HOLLY ILEX GLABRA VL 40 LEATHERLEAF VIBURNUM VIBURNUM RHYTIDOPHYLLUM PLANT SCHEDULE Know what's R 1 PE R M I T R E V I E W 0 7 / 2 8 / 2 0 2 2 J G S 3 PE R M I T R E V I E W 0 9 / 2 6 / 2 0 2 2 T R H 4 CY C L E 3 R E V I E W 1 0 / 2 6 / 2 0 2 2 K M S NORTH CAROLINA KELSEY M. STROBRIDGEENGINEER PROFESSIONALSEAL051702 Know what's R 1 PE R M I T R E V I E W 0 7 / 2 8 / 2 0 2 2 J G S 3 PE R M I T R E V I E W 0 9 / 2 6 / 2 0 2 2 T R H 4 CY C L E 3 R E V I E W 1 0 / 2 6 / 2 0 2 2 K M S NORTH CAROLINA KELSEY M. STROBRIDGEENGINEER PROFESSIONALSEAL051702 Know what's R 1 PE R M I T R E V I E W 0 7 / 2 8 / 2 0 2 2 J G S 3 PE R M I T R E V I E W 0 9 / 2 6 / 2 0 2 2 T R H 4 CY C L E 3 R E V I E W 1 0 / 2 6 / 2 0 2 2 K M S NORTH CAROLINA KELSEY M. STROBRIDGEENGINEER PROFESSIONALSEAL051702 SA V O N A M I L L RE S I D E N T I A L PR E P A R E D F O R PO R T M A N R E S I D E N T I A L LA N D S C A P E P L A N AR E A C L103 © SEE SHEET L102 SEE SHE E T L 1 0 2 LEGEND MILL PACKAGEBOUNDARY MECKLENBURG COUNTYGREENWAY PROJECT BYOTHERS. SHOWN FORREFERENCE ONLY. ANY CHANGES TO PROPOSED PLANT SPECIES MUST BE COORDINATED WITHTHE URBAN FORESTRY INSPECTOR. ANY NEW SPECIES PROPOSED SHALLMEET CHARLOTTE STANDARDS, ADHERE TO THE APPROVED PLANT LIST, ANDMAINTAIN THE REQUIRED MINIMUM 75% CANOPY TREE AND 50% NATIVESPECIES THRESHOLD. NOTE: ALL TREES WITHINSIGHT TRIANGLES TO BELIMBED UP TO 6' KEY MAP L101 L102 L103 NORT H 1/13/2023