26090_Smokey Mtn Petroleum_EMP Revsion 1_20240418

NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION
ENVIRONMENTAL MANAGEMENT PLAN
This form is to be used to prepare an Environmental Management Plan (EMP) for projects in
the North Carolina Brownfields Redevelopment Section at the direction of a Brownfields
project manager.
The EMP is a standard requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during demolition and construction at Brownfields properties in an effort
to avoid delays in the event of the discovery of new contamination sources or other
environmental conditions. The EMP provides a means to document redevelopment plans and
environmental data for each applicable environmental medium to inform regulatory -compliant
decision -making at the site. As much detail as possible should be included in the EMP,
including contingency planning for unknowns. Consult your project manager if you have
questions.
Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments, see checklist below, to their Brownfields project manager prior to any
earthmoving or other development -related activities that have the potential to disturb soil at
the Brownfields Property, including demolition. For the EMP to be valid for use, it must be
completed, reviewed by the Section, signed by all parties working on the project, and
approved by the Brownfields project manager. Failure to comply with the requirements of the
EMP could jeopardize project eligibility, or in the event of a recorded agreement, be cause for
a reopener.
The EMP is valid only for the scope of work described herein and must be updated to be
applicable for new phases of redevelopment or after significant changes in applicable
regulatory guidance. Risk characterization of a Brownfields Property to DEQ's written
satisfaction is required prior to EMP approval.
Voluntary Metrics Tab
The NC Brownfields Redevelopment Section updates estimated capital investment (from the
Brownfields Property Application) and estimated jobs created (from the Brownfields
Agreement) whenever possible. As a voluntary measure, you may opt to complete the below
information for capital investment and jobs created as estimated by your final redevelopment
plans for the Brownfields Property:
1. Estimated capital investment in redevelopment project: $19,330,000
2. Estimated jobs created:
a. Construction Jobs: 100
b. Full Time Post -Redevelopment Jobs: Estimated, three
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Table of Contents
NORTH CAROLINA BROWN FIELDSREDEVELOPMENT SECTION .................................................................. 1
ENVIRONMENTAL MANAGEMENT PLAN....................................................................................................
1
GENERAL INFORMATION........................................................................................................................
4
COMMUNICATIONS................................................................................................................................
4
NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION .....................................................
5
REDEVELOPMENT PLANS........................................................................................................................
6
CONTAMINATED MEDIA.........................................................................................................................
7
PART1. SOIL........................................................................................................................................
8
PART 2. GROUNDWATER..................................................................................................................
16
PART 3. SURFACE WATER..................................................................................................................
18
PART 4. SEDIMENT............................................................................................................................
18
PARTS. SOIL VAPOR.........................................................................................................................
19
PART6. INDOOR AIR.........................................................................................................................
19
VAPOR INTRUSION MITIGATION SYSTEM.............................................................................................
20
CONTINGENCYPLAN.............................................................................................................................
20
POST -REDEVELOPMENT REPORTING.....................................................................................................
22
APPROVAL SIGNATURES.......................................................................................................................
24
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So that the EMP provides value in protecting Brownfields eligibility and public health, the
preparer shall ensure that the following steps have been completed prior to submitting the
EMP for review. Any EMP prepared without completing all of the following is premature and may
be returned without comment.
® Site sampling and assessment that meets Brownfields' objectives is complete and has
been reviewed and approved by the Brownfields project manager.
® Specific redevelopment plans, even if conceptual, have been developed for the project,
submitted and reviewed by the Brownfields project manager.
Please submit, along with the completed EMP form, the following attachments, as relevant
and applicable to the proposed redevelopment:
® A set of redevelopment plans, including architectural/engineering plans, if available; if
not, conceptual plans may suffice if updated when detailed plans are drafted.
® A figure overlaying redevelopment plans on a map of the extent of contamination for
each media.
® Site grading plans that include a cut and fill analysis.
❑ A figure showing the proposed location and depth of impacted soil that would remain
onsite after construction grading.
❑ Any necessary permits for redevelopment (i.e., demolition, etc.).
® A detailed construction schedule that includes timing and phases of construction.
® Tabulated data summaries for each impacted media (i.e., soil, groundwater, soil gas,
etc.) applicable to the proposed redevelopment.
® Figures with the sampling locations and contamination extents for each impacted media
applicable to the proposed redevelopment.
❑ A full final grade sampling and analysis plan, if the redevelopment plan is final.
❑ If known, information about each proposed potential borrow soil source, such as aerial
photos, historic site maps, historic Sanborn maps, a site history, necessary for
Brownfields approval.
❑ Information and, analytical data if required, for quarries, or other borrow sources,
detailing the type of material proposed for import to the Brownfields Property.
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❑ A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property. Refer to Issue Resolution 15 in Brownfields Redevelopment Section
Guidelines.
❑ A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.
® If a Vapor Intrusion Mitigation System (VIMS) is required by the Brownfields
Redevelopment Section, the VIMS plan will be signed and sealed by a NC Professional
Engineer. The VIMS Plan may also be submitted under separate cover.
GENERAL INFORMATION
Date: 2/23/2024 Revision Date (if applicable): 4/11/2024
Brownfields Assigned Project Name: Smokey Mountain Petroleum
Brownfields Project Number: 26090-22-011
Brownfields Property Address: 456-466 Swannanoa River Road, Asheville, Buncombe County, North
Carolina
Brownfields Property Area (acres): Buncombe County GIS Shows 2.73 acres; however, the Preliminary
ALTA/NSPS Land Title Survey completed by Ed Holmes & Associates dated December 27, 2022,
indicates 3.24 acres. Discrepancies in the acreage is apparently due to right of ways not included in the
Buncombe County GIS.
Is Brownfields Property Subject to RCRA Permit? ....................... ❑ Yes ® No
If yes enter Permit No.: _iicK or iap nere to enter text.
Is Brownfields Property Subject to a Solid Waste Permit............ ❑ Yes ® No
If yes, enter Permit No.: 'ick or tap here to enter te—
COMMUNICATIONS
A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers
that may be exposed to site vapors, soil, groundwater, and/or surface water. Additionally, a copy of the
EMP shall be maintained at the Brownfields Property during redevelopment activities in an area that is
prominently accessible to site workers. NOTE, THE EMP DOES NOT TAKE THE PLACE OF A SITE -SPECIFIC
HEALTH AND SAFETY PLAN.
Prospective Developer (PD): Buckeye Community Hope Foundation
Contact Person: Mr. Steve Boone
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Phone Numbers: Office: 843-437-9530
Email: [e-mail]
Mobile: Click or tap here to enter text.
Contractor for PD: To be determined, will be provided to BRS at a later date.
Contact Person: lick or tap here to enter tex-,
Phone Numbers: Office: Click or tap hereto enter text. Mobile: Click or tap here to enter text.
Email: Click or tap here to enter text.
Environmental Consultant: ECS Southeast, LLC
Contact Person: Don R. Marlor, P.G.
Phone Numbers: Office: 828-785-4183 Mobile: [phone]
Email: [e-mail]
Brownfields Redevelopment Section Project Manager: Kris Riddle
Phone Numbers: Office: 828-251-7440 Mobile: Click or tap here to enter text.
Email: [e-mail]
Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
UST Incident Nos. 28637 / 13335
NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION
Written advance Notification Times to Brownfields project manager: Check each box to accept
minimum advance notice periods (in calendar days) for each type of onsitetask:
On -site assessment or remedial activities: .................................................... 10 days Prior
Construction or grading start: .......................................................................... 10 days Prior
Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously
unknown contamination: ................................................................................ Within 48 hours
Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in
area of contamination, ventilation of work zones): ................................... Within 48 hours
Installation of mitigation systems: ................................................................ 10 days Prior
IK
Other notifications as required by local, state or federal agencies toimplement redevelopment
activities: (as applicable): ................................................................................. Within 30 days
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REDEVELOPMENT PLANS
1) Type of Redevelopment (check all that apply):
®Residential ❑Townhomes (Prior written DEQ approval REQUIRED regardless of ownership
structure) ®Recreational El Institutional ❑Commercial ❑Office ❑Retail ❑ Industrial
®Other specify:
The proposed redevelopment is planned to consist of multi -family residential affordable housing
with surface parking and drive areas, limited recreational and landscaping areas.
2) Check the following activities that will be conducted prior to commencing earth -moving activities
at the site:
® Review of historic maps (Sanborn Maps, facility maps)
® Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility
lines, etc.
® Interviews with employees/former employees/facility managers/neighbors
3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if
detailed plans are not available. EMP review without such information would be premature):
Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement, grading plans and planned construction of new structures:
No structures currently exist on the property; however, some remnant concrete slabs and short
wall may exist under existing overgrown areas. The proposed redevelopment is planned to
consist of multi -family residential affordable housing with surface parking and drive areas,
limited recreational and landscaping areas.
4) Do plans include demolition of structure(s)?:
❑ Yes ® No ❑ Unknown
❑ If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services. If available, please
provide a copy of your demolition permit.
5) Are sediment and erosion control measures required by federal, state, or local regulations?
S&EC requirements can be found at: https://deg.nc.gov/about/divisions/energy-mineral-and-land-
resources/erosion-and-sediment-control/erosion-and-sediment-control-laws-and-rules
® Yes ❑ No ❑ Unknown
® If yes, please check here to confirm that earth -work will be conducted in accordance with
applicable legal requirements. If soil disturbance is necessary to install sediment and erosion
control measures, they may not begin until this EMP is approved.
6) Which category of risk -based screening level is used or is anticipated to be specified in the
Brownfields Agreement? Note: If children frequent the property, residential screening levels shall
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be cited in the Brownfields Agreement for comparison purposes.
® Residential ❑ Non -Residential or Industrial/Commercial
7) Schedule for Redevelopment (attach construction schedule):
a) Construction start date: 8/12/2024
b) Anticipated duration (specify activities during each phase):
Please see attached construction schedule.
c) Additional phases planned? ❑ Yes ® No
If yes, specify the start date and/or activities if known:
Start Date: Click or tap to enter a date.
Planned Activity:
. 1IL,N .,1 Lap , ic, e to enter text.
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.
Start Date: Click or tar) to enter a date.
Planned Activity:
Click or tap here to enter text.
d) Provide the planned date of occupancy for new buildings: 12/1/2025
CONTAMINATED MEDIA
Please fill out the sections below, using detailed site plans, if available, or estimate using known areas
of contaminated soil and a conceptual redevelopment plan. Provide a figure overlaying new
construction onto figure showing contaminated soil and groundwater locations.
1) Contaminated Media on the Brownfields Property
Part 1. Soil:
®
Yes
Part 2. Groundwater: ....................................
®
Yes
Part 3. Surface Water:
❑
Yes
Part 4. Sediment: ..........................................
®
Yes
Part 5. Soil Vapor: .........................................
®
Yes
Part 6. Sub -Slab Soil Vapor: ..........................
❑
Yes
Part 7. Indoor Air: .........................................
❑
Yes
❑ No
❑ Suspected
❑ Unknown
❑ No
❑ Suspected
❑ Unknown
® No
❑ Suspected
❑ Unknown ❑ N/A
❑ No
❑ Suspected
❑ Unknown ❑ N/A
❑ No
❑ Suspected
❑ Unknown
❑ No
® Suspected
❑ Unknown
❑ No
❑ Suspected
® Unknown
2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data
summaries for each impacted media and figure(s) with sample locations.
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PART 1. SOIL
1) Known or suspected contaminants in soil (list general groups of contaminants):
VOCs, SVOCs, RCRA Metals, and Hexavalent Chromium.
As discussed during our Teams meeting with BRS on February 91h, 2024, the VOC impacted soils
detected in the vicinity of soil gas sample SG-11 will be excavated and placed away from the
building, beneath the asphalt parking lot or asphalt driveway at the beginning of the site grading
activities. A separate work plan will be prepared, submitted, and written approval granted from
BRS prior to conducting these activities.
2) Depth of known or suspected contaminants (feet):
Approximately 0-6 feet below ground surface
3) Area of soil disturbed by redevelopment (square feet):
133,300
4) Depths of soil to be excavated (feet):
6 to 8 (to water table)
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
Approximately 104 cubic yards (area of SG-11)
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Approximately 104 cubic yards (area of SG-11)
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
0
PART I.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields
Property, or otherwise disturbed during site grading or other redevelopment activities, please
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are
acceptable, if only preliminarydata available).
1) HAZARDOUS WASTE DETERMINATION:
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous
Waste Section under 40 CFR Part 261.31-261.35?....................................... ❑Yes ®No
❑ If yes, explain why below, including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
"lick or tap here to enter to-*
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❑ If yes, do the soils exceed the "Contained -Out" levels in Attachment 1 of the
North Carolina Contained -In Policy? ................................................. ❑ Yes ❑ No
b) NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS
THE CONTAINED -OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA
CONTAINED -IN POLICY,THE SOIL MAY NOT BE RE -USED ONSITE AND MUST BE
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND
REGULATIONS.
c) Does the soil contain a CHARACTERISTIC WASTE? .................................... ❑ Yes ® No
❑ If yes, mark reason(s) why below (and include pertinent analytical results).
❑ Ignitability Click or tap here to enter text.
❑ Corrosivity Click or tap here to enter text.
❑ Reactivity Click or tap here to enter text.
❑ Toxicity Click or tap here to enter text.
❑ TCLP results Click or tap here to enter text.
❑ Rule of 20 results (20 times total analytical results for an individual
hazardous constituent on TCLP list cannot, by test method, exceed regulatory
TCLP standard)
Click or tap here to enter text.
❑ If no, explain rationale:
Click or tap here to entor tout
d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAYNOT BE RE -USED ONSITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH
DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.
2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
® Preliminary Health -Based Residential SRGs
❑ Preliminary Health -Based Industrial/Commercial SRGs
® Division of Waste Management Risk Calculator (For Brownfields Properties Only)
❑ Site -specific risk -based cleanup level. Please provide details of methods used for
determination/explanation.
Click (JI LOP i 1c1 c w c1 iLcl Lc.
Additional comments:
3) If known impacted soil is proposed to be reused within the Brownfields Property boundary,
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please check the measures that will be utilized to ensure safe placement and documentation of
same. Please attach a proposed location diagram/site map.
® Provide documentation of analytical report(s) to Brownfields project manager.
® Provide documentation of final location, thickness and depth of relocated soil onsite map to
Brownfields project manager once known.
❑ Geotextile to mark depth of fill material.
Provide description of material:
Cli,L' - I-) here to enter teN
® Manage soil under impervious cap ® or clean fill
El Describe cap or fill:
If impacted soil above what is permitted in this EMP is encountered and reused onsite, it will
be either located under asphalt/concrete parking/drive areas, or place below at least 2 feet
of documented or demonstrably clean fill material.
® Confer with NC BF project manager if Brownfield Plat must be revised (or re -recorded if
actions are Post -Recordation).
® GPS the location and provide site map with final location.
❑ Other. Please provide a description of the measure:
uiac or tap nere to enter te.
4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
® Check to confirm that management of fugitive dust from site activities will be handled in
accordance with applicable local, state, and federal requirements._
Field screening of site soil
At a minimum, contractors shall be made aware of protocols should impacted soils (e.g. staining,
unusual odors, fill materials) be identified.
Describe the field screening method, frequency of field screening, person conducting field
screening:
During all soil disturbance at the site (excavation and trenching), workers and contractors
will observe soil for evidence of potential impacts. Evidence of potentially impacted soil
includes distinct color, strong odor, or filled or previously disposed materials of potential
environmental concern (i.e., chemicals, tanks, drums, etc.). Should the above be observed
during site work, the contractor shall stop work in that area and contact ECS to assess the
suspect condition. If ECS confirms that the material may be impacted, then the procedures
below may be implemented. A photoionization detector (PID) may be used to determine
impacted soils on site. In addition, the NCDEQ Brownfields project manager will be
contacted within 48 hours to advise on the condition.
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Soil sample collection
❑ Yes
® Not anticipated - In order to avoid delays in construction, a plan shall be in place for sampling
of suspect soils should they be encountered during redevelopment. If soil sample collection is
not anticipated but the need to do so is identified during redevelopment, notify the Brownfields
project manager of the anticipated sample and report dates for scheduling purposes.
Describe the sampling method (e.g., in -situ grab, composite, stockpile, etc.) and confirm that all
procedures outlined in applicable DEQ guidance for assessment shall be followed Typically, at
least one representative sample (per 500 yd3) consisting of a 3 to 5-point composite sample with
grab sample for VOCs based on the highest PID reading is required to determine soil management
options:
If suspect soils are encountered and soil sample collection is necessary, one 5-point
composite sample will be collected for every approximately 500 cubic yards (CY) of
impacted soil encountered and in general accordance with the most current version of
the IHSB guidelines for Assessment and Cleanup of Contaminated Sites, unless NCDEQ
approves an alternate sampling frequency. One grab soil sample will be collected for VOCs
by EPA Method 8260 for every 500 CY. The grab sample will be chosen based on the
highest PID reading from the grab samples from the 5-point composite sample. The
suspect soils, if encountered, will be temporarily contained as illustrated on Figure 1.
Check applicable chemical analytes for soil samples:
® Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method
8260; Semi -volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA
List + Hexavalent Chromium by EPA Method 6020/7199
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text
❑ PCBs: Specify Analytical Method Number(s):
l.11l, It UI LCIP I ICI U LU CI ILCI LCX
❑ Other Constituents & Respective Analytical Method(s) (e.g. Herbicides):
Click or tap here to enter text
® Check to confirm that by the owner's signature and the North Carolina Professional
Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect
soil sample collection will be submitted beyond this EMP, and that it is the responsibility of the
sealing professional and property owner to ensure that all applicable guidelines and
methodologies are followed and reported to DEQ for determination and approval of soil
placement prior to final relocation.
If impacted soils above applicable PSRGs and/or site specific risk thresholds are proposed to be
relocated on -site, prior to final placement on -site, the following shall be submitted for DEQ
review/approval
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Analytical data that has been sampled in accordance with the above referenced frequency and
following procedures outlined in the most recent Brownfields Redevelopment Section
Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist) and in
accordance with DEQ IHSB Guidelines for Assessment and Cleanup of Contaminated Sites
(Guidelines)
- Figure outlining planned soil placement and any future site features including
buildings/hardscape/open areas
- A North Carolina PE/PG recommendation of placement
Options
Onsite Placement without
Onsite placement under 2 ft
Impacts
conditions
of cap or clean fill1, 2
All Constituents below applicable
PSRGs
X
Constituents3 below applicable
PSRGs; Metals below background
X
but above PSRGs
Constituents3 below applicable
PSRGs; Metals above Background
X
/PSRGs
Constituents above Applicable
X
PSRGs
1: Requires Prior Written DEQ Approval
2: VOC impacted soils above applicable PSRGs shall not be placed directly beneath building footprints
without prior written DEQ approval.
3: Constituents indicate any samples evaluated for other than metals.
® Check to confirm that stockpiling of known or suspected impacted soils will be conducted in
accordance with Figure 1 of this EMP. Stockpile methodology should provide erosion control,
prohibiting contact between surface water/precipitation and contaminated soil, and preventing
contaminated runoff. Explain any variances or provide additional details as needed:
Click or tap here to enter text.
® Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or
permanent hardscape). Select chemical analyses for final grade samples with check boxes below
(Check all thatapply):
® Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method
8260; Semi -volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA
List + Hexavalent Chromium by EPA Method 6020/7199
❑ Pesticides: Specify Analytical Method Number(s):
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ Other Constituents & Respective Analytical Method(s) (e.g. Herbicides):
Click or tap here to enter text.
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Please provide a scope of work for final grade sampling, including a diagram of soil
sampling locations, number of samples to be collected, and brief sampling methodology.
Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs
which should be taken from 1-2 ft below ground surface. Alternatively, indicate if a work
plan for final grade sampling may be submitted under separate cover.
A work plan for final grade sampling will be prepared for NCDEQ review and approval
under separate cover.
❑ If final grade sampling was NOT selected, please explain rationale:
Click or tap here to enter text.
PART 1.13. IMPORTED FILL SOIL
NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL FROM
THE BROWNFIELDS REDEVELOPMENT SECTION. According to the Brownfields IR 15, "Documenting
imported soil (by sampling, analysis, and reporting in accordance with review and written approval
in advance by the Brownfields Redevelopment Section), will safeguard the liability protections
provided by the brownfields agreement and is in the best interest of the prospective
developer/property owner."
Requirements for importing fill:
❑ Check to confirm that the import volumes outlined below have been confirmed based on
geotechnical evaluations.
1) Will fill soil be imported to the site? ................................................ ® Yes ❑ No ❑ Unknown
2) If yes, what is the estimated volume of fill soil to be imported?
35,000 CUYD
3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range
of depths, list the range.)
Fill soil depth will range from 4 feet to 10 feet
PRIOR TO SOIL PLACEMENT AT THE BROWNFIELDS PROPERTY, a Soil Import Request must be
submitted for DEQ Brownfields review and approval. The request shall consist of a data
package that details:
- To be determined. A Work Plan to approve soil import will be provided and approved by
BRS.
Soil Import Sampling Requirements:
Source
Sample Frequency
I Sample Analysis
Virgin Material from
None (Contact Brownfields project manager for list of pre -
DEQ Brownfields Pre-
approved Quarries
approved Quarry
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DEQ Permitted Quarry
At least one representative
VOCs, SVOCs, RCRA
(Not Brownfields Pre-
sample from area of
Metals, any site specific
approved)
planned import
COCs (e.g. pesticides,
PCBs, etc.)
Other NC DEQ
At least one representative
Brownfields Property
sample per 1,000 yd3
consisting of a 3-point
VOCs, SVOCs, RCRA
Off -site
composite sample with
Metals, any site specific
unpermitted/regulated
grab sample for VOCs
COCs (e.g. pesticides,
property
based on the highest PID
PCBs, etc.)
reading
Bulk Landscape
Material from
No Sampling Required
Commercial Vendor
(i.e. topsoil)
If other special considerations apply, discuss:
Click or tap here to enter text.
® Check to confirm that by the owner's signature and the North Carolina Professional
Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect soil
sample collection will be submitted beyond this EMP, and that it is the responsibility of the sealing
professional and property owner to ensure that all applicable guidelines are followed and reported in
the Soil Import Request for DEQ approval. Failure to meet these requirements could result in
resampling and/or failure to approve import.
PART I.C. SOIL EXPORT
NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE
BROWNFIELDS REDEVELOPMENT SECTION. Failure to obtain approval may violate a brownfields
agreement causing a reopener or jeopardizing eligibility in the Section, endangering liability
protections and making said action possibly subject to enforcement. Justifications provided
below must be approved by the Section in writing prior to completing transport activities. Refer
to Brownfields IR 15 for additional details.
1) If export from the Brownfields Property is anticipated, export soil must be sampled at a
frequency of one sample per 1,000 yd3 consisting of a 3-point composite sample with a
grab sample for VOCs based on the highest PID reading. Samples shall be analyzed at a
minimum for VOCs, SVOCs, and RCRA metals plus any site specific COCs.
PRIOR TO EXPORT FROM THE BROWNFIELDS PROPERTY, a Soil Export Request must be
submitted for DEQ Brownfields review and approval. The request shall consist of a Data
Package that details:
- Proposed Receiving Facility
- Analytical data that has been sampled in accordance with the above referenced
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frequency and following procedures outlined in the most recent Brownfields
Redevelopment Section Environmental Site Assessment Work Plan Minimum
Requirements Checklist (Checklist) and in accordance with DEQ IHSB Guidelines for
Assessment and Cleanup of Contaminated Sites (Guidelines)
- A table comparing the export soil to concentrations on the receiving site concentrations
including risk comparison (Note that calculated risk cannot be increased on the receiving
site)
A North Carolina PE/PG recommendation of export
- Written approval from the receiving site property owner representative for export
- All relevant attachments listed in the Checklist
Soil Export Options
Options
Use as
Off -site disposal at
Off -site disposal
Off -site disposal at Subtitle
Impacts
Beneficial Fill
other Brownfields
at LCID/CD
D MSW/Permitted
Property2.6.7
Landfill','
Landfarm'
All Constituents below
applicable PSRGs
X
X
X
X
Constituents' below
applicable PSRGs; Metals
below background but
X
X
X
above PSRGs
Constituents' below
applicable PSRGs; Metals
X
X
X
above Background /PSRGs
Constituents above
X
X
Applicable PSRGs
1: Requires Prior Written DEQ Approval
2: VOC impacted soils above applicable PSRGs shall not be placed directly beneath building footprints
without prior written DEQ approval.
3: Requires comparison to site specific metals concentrations.
4: Facility to determine if they can accept soil within their permit.
5: Constituents indicate any samples evaluated for other than metals.
6: Requires written approval from receiving site property owner representative.
7. Site COCs must be in comparable concentrations to receiving site and not significantly raise risk of
the receiving site.
® Check to confirm that by the owner's signature and the North Carolina Professional
Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect soil
sample collection will be submitted beyond this EMP, and that it is the responsibility of the sealing
professional and property owner to ensure that all applicable guidelines are followed and reported in
the Soil Export Request for DEQ approval. Failure to meet these requirements could result in
resampling and/or failure to approve export.
If other special considerations apply, discuss:
Click or tap here to enter text.
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EMP Version 3, March 2023

PART 1.D. MANAGEMENT OF UTILITY TRENCHES
❑ Install liner between native impacted soils and base of utility trench before filling with clean fill
(Preferred)
® Last out, first in principle for impacted soils (if soil can safely be reused onsite and is nota
hazardous waste), i.e., impacted soils are placed back at approximately the depths theywere
removed from such that impacted soil is not placed at a greater depth than the original depth
from which it was excavated.
® Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport,
and/or degradation of conduit materials due to direct impact with contaminants.
❑ If yes, provide specifications on barrier materials or provide the results of this evaluation in the
Vapor Mitigation Plan. Note that if vapor mitigation is planned for site buildings, utility corridors
will need to be evaluated as part of mitigation designs:
Click or tap here to enter text.
❑ If no, include rationale here:
Click or tap here to enter text.
® Unknown, details to be provided in the Vapor Mitigation Plan for the site building
Other comments regarding managing impacted soil in utility trenches:
Click or tap here to enter text.
PART 2. GROUNDWATER
1) What is the depth to groundwater at the Brownfields Property?
Based on previous assessments, the depth to groundwater is approximately 6 to 13 feet
2) What is the maximum depth of soil disturbance onsite?
Approximately 6 to 8 feet (area of SG-11)
3) Is groundwater known to be contaminated by ❑onsite ❑offsite ®both or ❑unknown
sources? Describe source(s):
Based on groundwater samples previously collected at the site, groundwater impacts consisting
primarily of petroleum VOCs (benzene; naphthalene; and xylenes), SVOCs (1-methylnaphthalene;
2-methyl naphthalene and naphthalene), as well as concentrations of chromium have been
detected in site groundwater above their respective NC2LGWQS. Additionally, Ethylbenzene was
detected above its Residential Vapor Intrusion Screening Level. The property was historically
used as a petroleum fuel center with bulk fuel ASTs and gasoline dispensers located on the
property. Petroleum releases have also occurred at the eastern adjoining property and have
potential to impact the subject property.
4) What is the direction of groundwater flow at the Brownfields Property?
Groundwater flow direction beneath the site is anticipated to be southwest, toward the
16
EMP Version 3, March 2023

Swannanoa River based on relative groundwater elevations collected during previous
assessment as illustrated on the attached Figure 9.
5) Will groundwater likely be encountered during planned redevelopment activities (e.g.
footer/utility construction or helical pilings?)
❑Yes ®No
If yes, describe these activities:
In the event that groundwater is encountered during redevelopment activities (even if no is
checked above), list activities for contingent management of groundwater (e.g., dewatering
of groundwater from excavations or foundations, containerizing, offsite disposal, discharge to
sanitary sewer, NPDES permit, or sampling procedures).
If groundwater is encountered during site redevelopment, appropriate worker safety measures
will be undertaken, and groundwater will be allowed to re -infiltrate assuming it does not delay
the construction schedule more than an acceptable amount of time. If accumulated water
remains and does not re -infiltrate in a timely manner, the water will temporarily placed in a
containment (ie. drums, tanker, etc) and samples of the water will be collected and analyzed for
VOCs by EPA Method 8260, SVOCs by EPA Method 8270, RCRA Metals by EPA Method
6010/7470, and Hexavalent Chromium by EPA Method 7199 to determine if contaminants are
present. Water that contains contaminants above the most protective NCAC 2B Surface water
standards or NC2LGWQS standards will be disposed of at an offsite permitted facility in
accordance with regulatory requirements. Accumulated water that does not contain
contaminants above the NCAC 2B standards will be managed by allowing the water to re -
infiltrate into the ground or to be discharged to the storm sewer, if permitted by municipal,
state and federal requirements.
6) Are monitoring wells currently present on the Brownfields Property? ................. ❑X Yes ❑ No
If yes, are any monitoring wells routinely monitored through DEQ or other
agencies?.................................................................................................................. ❑Yes ®No
7) Please check methods to be utilized in the management of known and previously
unidentified wells.
® Abandonment of site monitoring wells in accordance with all applicable regulations. It
is the Brownfields Redevelopment Section's intent to allow proper abandonment of
well(s) as specified in the Brownfields Agreement, except if required for active
monitoring through another section of DEQ or the EPA.
❑ Location of existing monitoring wells marked
❑ Existing monitoring wells protected from disturbance
❑ Newly identified monitoring wells will be marked and protected from further
disturbance until notification to DEQ Brownfields can be made and approval for
abandonment is given.
8) Please provide additional details as needed:
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EMP Version 3, March 2023

lick or tap here to enter text.
Please note, disturbance of existing site monitoring wells without approval by DEQ is not
permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD
be responsible for replacement of the well.
PART 3. SURFACE WATER
1) Is surface water present at the property? ® Yes ❑ No
2) If yes, attach a map showing the location of surface water at the Brownfields Property
3) Is surface water at the property known to be contaminated? ❑ Yes ® No ❑ Unknown
4) Will workers or the public be in contact with surface water during planned redevelopment
activities or as part of the final redevelopment? ® Yes ❑ No
5) In the event that contaminated surface water is encountered during redevelopment
activities, or clean surface water enters open excavations, list activities for management of
such events (e.g. flooding, contaminated surface water run-off, stormwater impacts):
Click or tap here to enter tex'L.
PART 4. SEDIMENT
1) Are sediment sources present on the property? ® Yes ❑ No
2) If yes, is sediment at the property known to be contaminated? ® Yes ❑ No ❑ Unknown
3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ® Yes ❑ No
4) Attach a map showing the location of known contaminated sediment at the property.
5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
Arsenic was detected in two sediment samples at an estimated concentration above the
residential PSRG; however, the concentration is suspected to be naturally occurring site
concentration and not an indication of a release. However, if suspected impacted sediment in
excess of Residential PSRGs are identified by the contractors during activities that will involve
sediment disturbance, the contractor will contact the environmental consultant to observe the
suspect sediments. The consultant will confirm the material may be impacted using field
observations and screening with a photoionization detector or flame ionization detector, then the
sediment will be managed in accordance with the EMP. The NCDEQ Brownfields project manager
will be notified of the conditions within 48 hours. Impacted sediment will be either located under
asphalt/concrete parking/drive areas, or placed below at least 2 feet of documented or
demonstrably clean fill
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PART 5. SOIL VAPOR
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the
vapor intrusion screening levels (current version) in the following media:
Groundwater
Exterior Soil Vapor
Sub -Slab Soil Vapor
Residential
® Yes ❑ No
® Yes ❑ No
❑ Yes ❑ No
❑ Unknown
❑ Unknown
® Unknown
Commercial
® Yes ❑ No
® Yes ❑ No
❑ Yes ❑ No
❑ Unknown
❑ Unknown
® Unknown
2) Attach a map showing the locations of all soil vapor samples including any soil vapor
contaminants that exceeds screening levels and overlays planned site development features.
3) If applicable, at what depth(s) is exterior soil vapor known to be contaminated?
Approximately 4.5 feet
4) If applicable, at what depth(s) is sub -slab soil vapor known to be contaminated?
❑0-6 inches ❑Other, please describe:
Contaminated sub -slab soil vapor has not been observed
5) Will workers encounter contaminated exterior or sub -slab soil vapor during planned
redevelopment activities? ❑ Yes ❑ No © Unknown
In the event that apparent contaminated soil vapor is encountered (based on elevated PID
readings, unusual odors, etc.) during redevelopment activities (trenches, manways, basements or
other subsurface work,) list activities for management of such contact, INCLUDING notification to
DEQ within 48 hours of identification of the issue for determination of additional requirements:
If contaminated soil vapors are observed during redevelopment activities, workers/contractors
will take appropriate measures and contact the environmental consultant to mobilize to the site
for observation and documentation. The NCDEQ will be notified within 48 hours of the
observation, and an additional assessment will be discussed with Brownfields. If the vapors are
field screened with a PID and indicate conditions such that immediate danger to life and health
are of concern, the area shall be evacuated, and the local fire department contacted. ECS will
then assist in documenting the conditions and assist in determining engineering controls for the
vicinity of concern.
PART 6. INDOOR AIR
1) Are indoor air data available for the Brownfields Property? ❑ Yes ® No
2) If applicable, attach a map showing the location(s) where indoor air contaminants exceed site
screening levels.
3) If the structures where indoor air has been documented to exceed risk -based screening levels will
not be demolished as part of redevelopment activities, will workers encounter contaminated
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EMP Version 3, March 2023

indoor air during planned redevelopment activities? ❑ Yes ❑ No ❑ Unknown ® N/A
❑ If no, include rationale here:
enter text
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:
If contaminated indoor air is observed during site redevelopment, contractors/workers will stop work
and take appropriate measures and contact the environmental consultant to mobilize to the site for
field observation and documentation. The NCDEQ will be notified within 48 hours of the observation,
and an additional assessment will be discussed with Brownfields. If indoor air is field screened with a
PID and indicates conditions such that immediate danger to life and health are of concern, the area
shall be evacuated, and the local fire department contacted. ECS will then assist in documenting the
conditions and assist in determining engineering controls for the vicinity of concern.
VAPOR INTRUSION MITIGATION SYSTEM
1) Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
® Yes ❑ No ❑ Unknown
❑ If no or unknown, include rationale here as well as plans for pre -occupancy sampling, as
necessary:
-lick or tap here to enter text.
If yes, ❑ VIMS Plan Attached or ® VIMS Plan to be submitted separately
If submitted separately provide date:
ick or tap here to ent(
VIMS Plan shall be signed and sealed by a NC Professional Engineer and follow the DEQ
Brownfields Redevelopment Section's Vapor Intrusion Mitigation System Design Submittal
Requirements.
Note that approval of this EMP does not imply approval with any vapor intrusion mitigation land
use restrictions or requirements of the recorded or draft Brownfields Agreement and that
separate approval of mitigation measures will be required.
CONTINGENCY PLAN
In this section, please provide actions that will be taken to identify or manage unknown
potential new sources of contamination. During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, orother waste materials are encountered.
Notification to DEQ Brownfields project manager, UST Section, Fire Department, and/or other
officials, as necessary and appropriate, is required when new potential source(s) of
contamination are discovered. These Notification Requirements were outlined on Page 1 of this
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EMP Version 3, March 2023

EMP.
Should potentially impacted materials be identified that are inconsistent with known site
impacts, the DEQ Brownfields project manager will be notified, and a sampling plan will be
prepared based on the EMP requirements and site -specific factors. Samples will generally be
collected to document the location of the potential impacts.
Check the following chemical analysis that are to be conducted on newly identified releases:
® Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method 8260;
Semi -volatile organic compounds (SVOCs) by EPA Method 8270; and_Metals RCRA List +
Hexavalent Chromium by EPA Method 6020/7199
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text
❑ Other Constituents & Analytical Method(s) (e.g. Herbicides)
Please note, if field observations indicate the need for additional analyses, they should
be conducted, even if not listed here.
Click or tap hp-- — --ter text
Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.
Underground Storage Tanks — Note that UST Section guidelines must be followed for sample
frequency during UST closure. Unless damage to onsite structures to remain as part of
redevelopment would occur, USTs shall be removed from the Brownfields Property:
If encountered, the contents of the UST will be evaluated, and based on the contents, the UST will
be removed and transported offsite for disposal. If the UST cannot be removed, it may be
abandoned in -place with prior NCDEQ approval. Any fluids within a discovered UST will be removed
using a vacuum truck and properly disposed of. Soil samples will be collected from the base and side
walls of the UST excavation and submitted for laboratory analysis of VOCs, SVOCs, RCRA Metals, and
hexavalent chromium, or as otherwise approved by NCDEQ. Impacted soils will be managed under
Part 1A. Managing Onsite Soil. The NCDEQ will be notified within 48 hours of the discovery of a UST.
Sub -Grade Feature/Pit:
If sub -grade features are encountered, the contractor will be instructed to stop work and contact
the environmental consultant to evaluate. If a feature is identified, the contents and the feature will
be removed and transported offsite for disposal. Following removal, soil samples will be collected
from the base and side walls of the excavation and submitted for laboratory analysis of VOCs,
SVOCs, RCRA Metals, hexavalent chromium or as otherwise approved by NCDEQ. The NCDEQ will be
notified within 48 hours of the discovery. Based on laboratory analytical results, the waste will be
disposed of offsite at an approved facility or managed under Part 1.A. Managing Onsite Soil,
21
EMP Version 3, March 2023

whichever is most applicable based on the type of waste present.
Buried Waste Material — Note that if buried waste, non-native fill, or any obviously filled materials
is encountered, the DEQ Brownfields Redevelopment Section must be notified to determine if
investigation of landfill gases is required:
If buried waste material is encountered, the contractor will be instructed to stop work and contact
the environmental consultant to evaluate. Following evaluation, if confirmed, the waste will be
removed, characterized, and disposed of offsite. Soil samples will be collected from the base and
sidewalls of the excavated material and submitted for laboratory analysis of VOCs, SVOCs, RCRA
metals, and hexavalent chromium or as otherwise approved by NCDEQ. The NCDEQ will be notified
within 48 hours of the discovery. Areas of suspected contaminated soil that remain at the site after
excavation is complete will be managed under Part 1.A. Managing Onsite Soil.
Re -Use of Impacted Soils Onsite:
If impacted soil is encountered during redevelopment activities and is able to be reused onsite
based on geotechnical characteristics and nature of soil contaminant impacts, ECS will confer with
Brownfields on if the reused soil needs to be surveyed in and the plat be updated.
If unknown, impacted soil is identified onsite, management onsite can be considered after the
project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields
project manager approval prior to final placement onsite.
If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
Click or tap here to enter text.
POST -REDEVELOPMENT REPORTING
® Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the project manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on 1/31/2025
The Redevelopment Summary Report shall include environment -related activities since the last
report, with a summary and drawings, that describes:
1. actions taken on the Brownfields Property;
2. soil grading and cut and fill actions;
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EMP Version 3, March 2023

3. methodology(ies) employed for field screening, sampling and laboratory analysis of
environmental media;
4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and
ultimate disposition of any soil, groundwater or other materials suspected or confirmed
to be contaminated with regulated substances; and
5. removal of any contaminated soil, water or other contaminated materials (for example,
concrete, demolition debris) from the Brownfields Property (copies of all legally required
manifests shall be included).
❑X Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment
Summary Report in compliance with the site's Brownfields Agreement.
23
EMP Version 3, March 2023

APPROVAL SIGNATURES
Brownfields Project Number: 26090 22 011
Brownfields Project Name: Smokey Mountain Petroleum
Prospective Developer: Buckeye Community Hope Foundation Date t
Printed Name/Title/Company: Steve Boone, Buckeye
Community Hope Foundation
Consultant: ECS Southeast, LLC Date �` , il; , ; ,i-'* --
Printed Name/Title/Company: Don Marlor, Project Manager, ~ a,,p�
ECS Southeast, LLC .';•��' A R 0�i•.,1
PE/PG Professional License #: NC 2645 GE�SFO)4/,
Firm PE/PG License #: NC 503 c �t' SrA` s
MP
Insert PE/PG Seal Above
(lnD I`�L 4/18/2024
Brownfields
24
EMP Version 3, Marrh 2023
Date

FIGURES

Figure 1
NCBP Diagram for Tent porar►'
Containment of Impacted or Potentially
Impacted Soil
Cross -Section View
Top Plastic Cover Sheeting: Underliner: 1 layer_ minimum of 10
(1 Layer, minimum- 10 mil thick) mil thick plastic
an
(St
[Straw bales, Wcigbi
cc mpasted earth, etc:.) Qf plastic
cover us4d l}
Land
Surface Contaminated Soils
1 /
Straw Bale Berm
_Nli+p View
■ � � ■ 1bc;i�ht
D �
■� =f Contaminated Soils
Plastic
_ Shcating
Note' Adapted from NC` DEQ LIST Section "guidelines for Ex Situ Petroleum C'ontaminatcd Soil Ronediadon" drstcd Dacember, L 2013
25
EMP Version 3, March 2023

o a �
leauc atclie r o Piney Mtn o c 7 L--
0
J I I
n m a x ! a Bull Mtn,'
`•' Z� •'u, T�•1�p� a 0 ��F,p�1, eLk,SP.ftINGS R4 .. 2]
� � ro •. a�, �� P H,yfi��(rjr �j
z] •o
2S 70
:. KEN LNO , o 0teen ' ASHEN
AUROR) .0 _ 1r- a Se - �7aHills
Haw Creek a $ 1 S i ca 8
V ❑ m �,�v+ R9 N ry S_ erlIHills o q
A
0
5outh
Asheville $??r Alt
Ce'm O� 4:Ozc Uil1B RVPeClttflTt
ov 74 zeoo o pQ r�
Park Lake
worth �~ ygyQ �0 ter�l�'I
��STCHESTER pF. .a •. ' ti it� Rp 81 R pQ'�It'e •.
`F Bayles �. S. _
4 Fi00.
V
1 lllage
ry a/_241
Flemphii
zloo _
J
m l
FaiRv'ew Ro VBLUE-RIDGE
w pv�
3ra FAIRVI� a
_ Gashes'J PARKWAY
r / C-reek J �Da Go
dw n\Troll
d Alt o r.
8 25 Dakl y 1 �r I� 3� o ,
! w '
s q Woodlawn'Cem 7 _�
-
6p
o
m WINS7-ON J
� g i RkLE7Gk R(1
c 1 4 J j - CRAY,TON 4 �r O ZO }O
Source: USGS Topographic Quadrangle Maps:Ess
ASHEVILLE, NC,
,5 ` August (Left)
tJ 1a7r W i po[ 00 f.OTEEN, NC, August (Right) f_ oacwnoo❑R w
Figure 2
Topographic Map
Smokey Mountain Petroleum
N 456-466 Swannanoa River Road
Asheville, Buncombe County, NC 28805 EcS
Brownfields Project No. 26090-22-011
ECS Project No. 49-13699-E5

NISS379-E
Four Star
Car Wash
F
zxm" LEGEND
- Brownfields Property Boundary
\ Residential
65'
J
a x
Z9tlElE \\ GoVernOr
s
a"a'� �z' :v.;t✓s n' \ Road \ 'k
l
S/E- R
9-
PIN 965-853-892-200000
SCLLAIVZS
•Pos
5� •
/ PoS15sTULS
/
`i Rosrs aaa 5•,
ro MOT ANrru usEwa,r m s e '
nccech �aN ass cu at
•
f
M'
6 4K
R�Q
i
Survey Source: ALTA/NSPS Land Title Survey, Stamped December 27, 2022, by Ed Holmes & Associates
Aerial Photo Source: Date, November 2020, by Google Earth
Scale
0 35 70
1 inch =70 ft.
Figure 3
Brownfields Parcel Location Map
Smokey Mountain Petroleum
N 456-466 Swannanoa River Road
Asheville, Buncombe County, NC 28805 Efc%.
Brownfields Project No. 26090-22-011
ECS Project No. 49-13699-E5

\ Residential ��00_ LEGEND
S'`rcx Groundwater Sample (March 2022)
Groundwater Sample (October 2023)
Four Star O - Soil Sample (March 2022)
Car Wash • - Soil Sample (October 2023)
/' _,�— ■ - Soil Gas Sample (January 2023)
Po -- Soil Gas Sample (October 2023)
Sediment/Surface Water Sample
Vern
SB-16� \'� oors View Ro
�� SB-2 -
�
s, �\ SB 5,
S13-3b
ti � • SB-4
4� SG-8 ■
r-
SG-7 ■ aO� 11- . v xiSC s .►
� G-6
TW-5
S13-7 SB-9 E) ■ SG-11 ■ Sr r! TW-2
4. �■ SG-4 ■ SG-13 �,��
TW-4� 0
O SB-8 O SB-11 l /
�� �' ,�� SG-1 ■ ■ SG-3
` SB-6 O SB 1 -O 5B-12
SG-2 ■ O \ _
SG-12 ■ TW-6
SB-13 Approximate NRP Soil Area
ij y • MW-3
�.� SB/14'
9� 4
0
TW-3 ����cf�tieHr
Scale
0 35 70
Survey Source: ALTA/NSPS Land Title Survey, Stamped December 27, 2022, by Ed Holmes & Associates 1 inch =70 ft.
Aerial Photo Source: Date, November 2020, by Google Earth
Figure 4
All Sample Location Map
Smokey Mountain Petroleum
N 456-466 Swannanoa River Road
Asheville, Buncombe County, NC 28805
Brownfields Project No. 26090-22-011
ECS Project No. 49-13699-E5

16
\ `Residential` '°0.�UTILITY LEGEND
Will
Sanitary Sewer Line
ss - Storm Sewer Line
Four Star w - Water Line
Cal
— Impacted Soil
----- — Relocation Areas Residential
�sS\
erno
/ rs
Ro17
d
` y `�� � --�ti xis, �.►
Proposed JB 66
Rim:2018.61
/ Utility Layout Source: McGill Associates,
Inv In: 2014.45 �. Utility Plan Sheet C 114, March 2023
� \ � / i' Storm Water Invert Elevations Source:
Proposed YI 7B McGill Associates, Sheet C 108, March 2023
Rim: \2017.95 / Storm Sewer Invert will be 4' above
Inv Out: 2014.70
/ existing grade. NRP soils would not be
\ ' / disturbed.
Approximate NRP Soil Area
_. ,.u, J� ►`�\ ti (Existing Surface Elevation of 2010)
Water line not to exceed 5' below final grade.
\ od NRP soils would not be disturbed.
AUKE-
QeC
FA _LD1I
1�
Scale
k,_� :` 0 35 70
Survey Source: ALTA/NSPS Land Title Survey, Stamped December 27, 2022, by Ed Holmes & Associates may' ` " 1 inch =70 ft.
Aerial Photo Source: Date, November 2020, by Google Earth
Figure 5
Utility, Notice of Residual Petroleum, and Impacted Soil Relocation
Smokey Mountain Petroleum
N 456-466 Swannanoa River Road
Asheville, Buncombe County, NC 28805
Brownfields Project No. 26090-22-011
ECS Project No. 49-13699-E5

Soil Notes Soil Gas Notes Groundwater Notes
Soil Results presented in milligrams per Kilogram (mg/Kg) Results presented in micrograms per cubic meter (µg/m3) Groundwater Results presented in micrograms per Liter (µg/L)
■ - Soil Sample (March 2022) ■- Soil Gas Sample (January 2023) � - Groundwater Sample (March 2022)
(ft. bg) - feet below grade J - Value shown is an estimated value. The J values are 8.34' - Water Level (Feet Below Grade, March 17,2022)
PSRG - Preliminary Soil Remediation Goal detected concentrations greater than the method NC2LGWQS - North Carolina 2L Groundwater Quality Standards,
VALUE Concentration greater than Residential PSRG detection limit and less than the laboratory April 1, 2022
reporting limit VALUE Concentration greater than the NC2LGWQS
VISL Vapor Intrusion Screening Level
VALUE -Concentration reported exceeds the Residential VISL Concentration Exceeds Residential Groundwater VISL
VALUE Concentration Exceeds both Residential and
Non -Residential Groundwater VISLs
Governors
� ViewRona
SG-8
Sample Date GV20/23
V olatiI a Organic Compounds (VOCs) by EPA TO-15
AcetGne
6.06
Ethanol
49.0
4-Ethyltoluene
0.5941
Trichlarofluoromethane (Freon 12)
1.21
2,2,4-Trimethylpentane
1.83
SB-2
Former 4,000-Gallon ASTs - \
�M�W-1 SB-51
O a041
70NF eE
._
Former 20,000-Gallon ASTs _ V 'a ,OMB,.
1 �4•\ S�B-44
MD�p t9't 9 SY9iK+"F CCCC"•V3 .
O / Su 3
ForSG-7 SSample Date 01 20 23
mer I G-6 p 1
Building / MW-2 Former Volatile Organic Compounds (VOCs) byEPATO-15
• TW_S Loading F 2 Propanol {Isopropanol) 10,500
<� 8.03, --9 Area SG 5 8 orM TW-2
SB-7
0 / � inb' 8.34'
TW •5 L \ TW-4 ■ SG-4
Sample Date 3/14/2022 8.01 Former Gasoline Dispensers
O5B-8
VOCs by EPA Method 9260
Eth !benzene 128
Naphthalene 116 'TSB-6 ' / SG-1 h/�T Sample Depth {ft. 6g} 3 4
X lene Total 361 SG-2 ■ SB 1 /�� �/ F Sample Date 3/14/2022
SVOCs by EPA Method 9270 TW-6 VOCs by EPA Method 8260
' 6.56' Ethylbenzene ll.l
1-Meth Ina hthalene 55.7 va
2-Meth Ina hthalene 102 `fiG % Former USTs uQ°` • �,�..,n P-Isopropyltoluene 2.7
d \
Naphthalene 59.1 7 ro Naphthalene U.3 sx„�,+c,
M W 3 SVOCs by EPA Method 8270
TW•4 �Od \ HAm.000,r Naphthalene 8.5
Sample Date 3/14/2022 �LtOr �� k� �� Tw-6
SVOCS by EPA Metho6 8270 'QOd , \ Sample Date 311412022
1-Methylnaphthalene 12.7 ry ° 6i VOCs by EPA Method 8260
TW-3 Benzene 5.1
8.63' o Eth (benzene 193 aLDI 'ti
\ E Naphthalene 307 S�
t ( X lene Total 865
w SVOCs h EPAMethod8270
y1-Meth Ina hthalene 70.3
2-Meth Ina hthalene 126
Na hthalene 186 Scale
0 35 70,
Survey Source: ALTAMSPS Land Title Survey, Stamped December 27, 2022, by Ed Holmes & Associates 1 inch =70 ft.
Aerial Photo Sou�iate, November 2020, by Google Earth
Figure 6
Historical Sample Location Map
Smokey Mountain Petroleum
N 456-466 Swannanoa River Road
Asheville, Buncombe County, NC 28805 Efc%.
Brownfields Project No. 26090-22-011
ECS Project No. 49-13699-E5

1-15
ample Date
S45GLVOCs by EPA Methoc
o Exceedances
/OCsby EPA Method 8270
o Exceedances
MA Metals by EPA Method
rsenic
ent Chromium
Residential LEGEND
10/19/23 sT . - Soil Sample (October 2023)
Groundwater Monitoring Well (October 2023)
♦ - Sediment/Surface Water Sample (October 2023)
� (ft. bg) - feet below grade
Stortwater J - Value shown is an estimated value. The J values are detected
471 Retention System concentrations greater than the method detection limit and less than
the laboratory reporting limit
1.15 J (B##-G) - Grab VOC soil samples collected from each soil boring
od 7199 /��zo NC2LGWQS - North Carolina 2L Groundwater Quality Standards, April 1, 2022
L1J ; SB-15 PSRG - Preliminary Soil Remediation Goal
RCRA - Resource Conservation and Recovery Act
SVOCs - Semi -Volatile Organic Compounds
_ \ SB-16 VOCs - Volatile Organic Compounds
SB-16 / Soil Notes
Sample Date 10/19/23 ��� — r Soil Results presented in milligrams per Kilogram (mg/Kg)
&16G VOCs by EPA Method 8250
No Exceedances
SVOCs brL EPA Method 8270
No Exceedances
RCRA Metals by EPA Method 6020/7471
Arsenic 1 1.67
Hexavalent Chromium by EPA Method 71,39
HexavalentChromium 1 13.66.1
\ �1 '-
MW-2
Sample Date 10/24/23 / I �-
RCRA 8 Metals by EPA Method 6020/747D OrMer
Chromium 16.7 13Ulldit1
SB-12
Sample Date
10/19/23
&12G VOCs by EPA Method 8260
Benzene
2.7
Eth yl b en ze ne
116
Naphthalene
82.J3
1,2,4-Trimeth ylbenzene
490
1,3,5-Trimeth ylbenzene
162
m,p-Xylene
539
o-H lene
164
Total Xylenes
7Q2
SVOCs by EPA Method 8270
Naphthalene
881
RCRA Metals by EPA Meth ad 6020/7471
Arsenic
1 7{J
Hexavalent Chromium by EPA Method 7199
No Exceedance
VALUE - Concentration greater than Residential PSRG
Groundwater Notes
Groundwater Results presented in micrograms per Liter (µg/L)
Former VALUE Concentration greater than the NC2LGWQS
SB- 11
Sample Date 10/19/23
B-11G VOCs by EPA Method 8260
No Exceedances
SVOCs by EPA Method 8270
No fxceedances
RCRA Metals by EPA Methad 6020/7471
Arsenic 1.48
HexavalentChromium by EPA Method 71,39
No dance
om
�%`I�i
�J
ormer USTs `J
jO S
~�0
c,
_ 20 \
MW-3
Conceptual Building Layout Sample Date 10/24/2
Source: Architectural Site RCRA 8 Metals by EPA Method 6020/i
,Plan, Date (Incomplete), by
John M. Haytas No Exceedances
Survey Source:
Land Title Survey, Stamped.\
December 27, 2022, by Ed
Holmes & Associates
Aerial Photo Source: Date, R
PNovember 2020, by Google `SE/y/O Ow00
'Earth _ 1 P� I— RtIlI O
SB-14
Sample Date 10/19/23
&i4G VOUs_by EPA Method 8250
No Exceedances
SVOCs bry EPA Method 8270
No Exceedances
RCRA Metals by EPA Method 6020/7471
Arsenic 1 1.45
Hexavalant Chromium by EPA Methad 7199
Hex avalentChromium I 1.1J
°E
�a
Sample Date 10/24/23
RCRA 8 Metals by EPA Method E020/74
Chromium 13.3
SED-1/SW-1_
0
Y
SED-1
Sample Date 10/25/23
V OCs b EPA Method 8260
No Exceedances
SVOCs by EPA Method 8270
No Exceedances
RCRA Metals by EPA Met had 6020/7471
Arsenic 1 1.161
Hexavalent Chromium by EPA Method 7199
No Exceedances
SW-1
Sample Date 10/25/23
RCRA Metals by EPA Method 6020/7470
N a Exce e dance s
SB- 13
Sample Date 10/19/23
B-13G VOCs by EPA Method 8260
No Exceedances
SV005 by EPA Method 8270
No Exceedances
RCRA Metals by EPA Methad 6020/7471
Arsenic 1 1.04J
Hexavalent Chromium by EPA Method 7199
HexavalentChromium 1 0.76.1
Scale
0 35 70
1 inch =70 ft.
Figure 7
Soil, Groundwater, and Sediment/Surface Water Sample Locations
Smokey Mountain Petroleum
N 456-466 Swannanoa River Road
Asheville, Buncombe County, NC 28805 Ecr.
Brownfields Project No. 26090-22-011
ECS Project No. 49-13699-E5

"Is�o ��Residential,�� ZQNE X
LEGEND
Soil Gas Sample (October 2023)
/ yO'D Results presented in micrograms per cubic meter (µg/m3)
Four Star 90H �` S� �� J Value shown is an estimated value. The J values are
Car Wash z& E detected concentrations greater than the method
ZQllEdE / eD
n o . detection limit and less than the laboratory reporting limit
\ '1623'26M VISL - Vapor Intrusion Screening Level
s`C"10 `:0" VALUE Concentration reported exceeds the Residential VISL
.one sr,ve
C
SCrIO \ l7°I/ert7 \
11
Sample Date 10/23/23� \ °rS View - -_ _`�
Road
Volatile O nicCompounds VOCs h EPATO-15 a+�
Ethylbenzene 50
SG-9
Sam le Date 10/23/23 Former 4,000-Gallon ASTs \ \
Volatile organic Compounds by EPATO-15
No Exreedances
SG-13
F `\ Sample Rate 10/23/23
Former.20,000-GalIon AS is . Volatile Organic Compounds (VOCs) InyEPATo- I5
Benzene 60
SG-9 �f . / , _ j / 0_ ` Chlorobenzene 790
Ethylbenzene 110 v.
\�
former / l /
�urFding / Forme ! / Property Boundary
SG-10 SG-1A�ealn l FOrmer l�
�,SG-13 J�dirJg /
J / / / ;--Former Gasoline Dispensers
/
J
Sam le Date 10/23/23 L \
Volatile Organ i c Compounds by EPA TO-15 J SG 12
No Exceeda nces
si11 *,Ormlr Uffs oopc o's
d-> \POSTS M FOOT rrax Lk%WE"T & s Sample Date 10/23/23
Ee e sawopes' X VDIatileOrganicCom ounds[VOCs by EPA70-15
°d \ �� e Benzene 46,000
Chlorobenzene 11,000
`� ",RD s. '" .'i"""OCycIohexane 110,000
o0c \\ °f \ Ethylbenzene 440,000
Heptane Heptane, N-) 1 6040D0
Hexane 350,000
!/Q `\°� `•} E \ 1,2,4.7rimethylbenzene 450,000 ��
1,3.5-Trim ethylbenzene 94000
Vinyl Acetate 390,000
Total Xylenes 75Q 900
Scale
1
o Tor
Conceptual Building Layout Source: Architectural Site Plan, Date (Incomplete), by John M. Haytas AL
Survey Source: ALTA/NSPS Land Title Survey, Stamped December 27, 2022, by Ed Holmes & Associates 1 in6h f .
Aerial Photo Source: Date, November 2020, by Google Earth
Figure 8
Soil Gas Sample Location Map with Proposed Construction Overlay
Smokey Mountain Petroleum
N 456-466 Swannanoa River Road
Asheville, Buncombe County, NC 28805 Efc%m
Brownfields Project No. 26090-22-011
ECS Project No. 49-13699-E5

�\ Ridential' ''
es� Legend
Approximate Property Boundary
Stormwater + - Groundwater Monitoring Well
Four Star
Retention System
ft. AMSL -Feet Above Mean Sea Level
�`
Car Wash -' \ 2002.13 - Groundwater Elevation, ft. AMSL ,.
!; (October 2023)
! ---- - Groundwater Elevation Contour
— - Inferred Groundwater Flow Direction
Go
00
ye
T l� zos w ROad
m r 4,000=Gallon ASTs—
s \ MW
-40. ` � `' � 2002.13
rp r 20,0 LOO. allon A74Ts'
or
/ Buil` - � � �� Forme
1 MW-2 • �' A —Property Boundary
1999.33 / �Laa .�,. ng
l ( l� ea / 1-0 er.O;/����
o
IN
,B �• �Tr r>�` A,' ,` / Former Gasoline Dispensers
1
\ • °d .� 1999.32
�w''`ALDI
_ Scale
0 35 70
Conceptual Building Layout Source: Architectural Site Plan, Date (Incomplete), by John M. Haytas
Survey Source: ALTA/NSPS Land Title Survey, Stamped December 27, 2022, by Ed Holmes & Associates 1 inch =70 ft.
Aerial Photo Source: Date, November 2020, by Google Earth
Figure 9
Groundwater Elevation Map
Smokey Mountain Petroleum
N 456-466 Swannanoa River Road
Asheville, Buncombe County, NC 28805
Brownfields Project No. 26090-22-011
ECS Project No. 49-13699-E5

APPENDIX A
Site Conceptual and Redevelopment Plans

1
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AS 102
GOVERNORS VIEW ROA
ROPOSED SIDEWALK
T-�----in6-----1
M7ADJACENT PROPERTY:
Parc1e[:156
M7ADJACENT PROPERTY:
Parc1e[:156
TRUCKERS P
PIN
965863391700000
OW
CAROLINA TRUCK TERMINALS
INC
USE
COMMERCIA
I
I II
I
I
� AS102
1
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I
13 6 —
I' z
It-, 41 t7 D
13 I 6 I , APPROXIMATE LOCATION
i OF EXISTING WETLAND &
ENCAPSULATED
COVERED DROP OFF AT MAIN ENTR I
ACCESSIBLE DUMPSTER ENCLOSURE BIKE RACKS EA SIDE 1 UNDERGROUND STREAM
/ li
OUTDOOR SEATING - EA SIDE i
--------- 6 /
\ I
OUTDOOR ,o
q�}g� SEATING 1 < Z _n rn
LU
AP DOWN
I rn
I,
1 i
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1 i
11
GAZEBO
Ty PROPOSED MULTIFAMILY HOUSING��
STORIES�� I 1
o<< 70 UNITS
71,200 S
•c��/CF I
I
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P�, �Q \
/ co�\
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RETAINING WALL WITH FENCE
ADJACENT PROPERTY:
Parcel: 480 SWANNANOA RIVER RD
PIN: 965863160900000
OWNER: ALDI LLC
USE: COMMERCIAL
q
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BUFFER
�`\ I
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1 ARCHITECTURAL SITE PLAN
1 - Ty4II�F
AS101 J SCALE: 1" = 20'-0"Vj
SHEET NOTES
ZONING NOTES:
SITE ADDRESS:
21 GOVERNORS VIEW RD, ASHEVILLE, NC
PIN NUMBERS:
965854606000000 + 965853892200000
CURRENT ZONING:
RES EX -CZ
RESIDENTIAL EXPANSION - CONDITIONAL ZONING
PROPOSED USE:
MULTIFAMILY HOUSING (100% AFFORDABLE)
SITE AREA=
2.73 ACRE
REQUIRED SETBACKS:
15 FOOT (FRONT)
15 FOOT (SIDE & REAR)
DENSITY:
PROPOSED = 70 UNITS / 2.73 ACRE = 26 UNITS / ACRE
ZONING MAX = 50 UNITS / ACRE
OPEN SPACE:
REQUIRED= 35,000 SF
PROVIDED = 46,224 SF
PARKING CALCULATIONS:
73 TOTAL SPACES PROVIDED
(13) TOTAL ACCESSIBLE SPACES PROVIDED
(1) SPACE PER ADA UNIT = 9 SPACES
(2) SPACES PROVIDED FOR TYPE B UNITS
(2) SPACES FOR OFFICE & COMMON
(60) STANDARD SPACES PROVIDED
BUILDING HEIGHT
ZONING MAX = 60 FT
PROPOSED = 50 FT (MAX), 4 STORIES
FLOOD ZONE
FEMA FLOOD MAP 3700965800J
SITE IS PARTIALLY IN THE FLOODWAY & ENTIRELY
WITHIN THE 100 YR FLOOD PLAIN (ZONE AE)
EXISTING GRADE TO BE RAISED TO PROVIDE 2 FEET OF
FREEBOARD AT BUILDING FIRST FLOOR
North
0 5 10 20 40
SCALE: 1 = 20 -0
j11111{1111//I►/// O�
OQ`¢�G\STF,6
. ,HlTECT,1
A4. VA
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INCOMPLETE
Revision Date Description
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BUCKEYE
COMMUNITY
HOPE
FOUNDATION
Housing Division
4210 Sweetg u m Crossing
N Charleston, SC 29420
www.buckeyehope.org
REDWOOD
COMMONS
SENIOR APARTMENT HOUSING
21 GOVERNORS VIEW RD,
AS H EVI LLE, N C 28805
Project Number: APP22-081
Checked By: JH
Drawn By: ABB
Date: INCOMPLETE
Scale: 111 = 201-011
AS101
ARCHITECTURAL
SITE PLAN
©Copyright 2022. All Rights Reserved. Reproduction, copying, or use of this drawing and designs shown thereon without written consent of Buckeye Community Hope Foundation is prohibited and any infringement is subject to legal action.
DESIGN DEVELOPMENT

INTERNAl10NAL HELP '%1// % / / ��� `- 11� \� \ ✓� PLAN
\\ CENTER INC i /�/� / / / -� \\� �� / ^- \ f / \�- ✓ // ^�/i �� // \� ) �� I ' I I I li v -� ��// 5 SWANNA r/ J/J J lIf f
VIEW DR k
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P: 5444000 IN96852000
/%
- - - - - - - � \ MAYSTRUCK SVETLANA
EXISTING ZONING: CBI �/� -� - �- ~`� \ �\ -- �' �%-- , J HAFELI-MCCONNELL
, �� �� v ��fJ / ` GIBBON LIWAN -i 20 GOVERNORS VIEW RD �� ^ L �� REVOCABLE TRUST '
_ COMMUNITY BU_ SINESS ` �- /� -� \\�� PIN• 965854820500000 // / / I 1 I PRESTON JENNA /
\ \ f %, 1 PRESTON HUNTER KYLE ` �� ff/ f �� f J1j
�1 / PIN:�96585463800000�0 \ �� \� - EXISTING ZONING: RS4 ~ /� \ /PjI 26 GOVERNERS VIEW RD \\\\t%�� �� 1
�`- v - --1 APEX LIFE, LLC
\ l \ PIN: 965864013900000
\ J = _ y 11 /�� 40 GOVERNORS VIEW RD -
1 ` \�- -_� EXISTING ZONING: RS4 / r / \ \ 22 GOVERNORS VIEW RD / �� ` \\ I 1\ ` PIN: 965864220200000
-- -----1�� �-- -SSMH MSD GIS 36-32165 -\ �- / / ��� PIN: 965854936300000 �/� , EXISTING ZONING: RS4 \\\�\\ zm� 7-� EXISTING ZONING: RS4
�^ \�- ( ) ._ SSMH (MSD 36-32166) ZONE X - \ \\ �\ 1, ��-100-YR FLOODPLAIN (TYP.) -,� ` ` - -- -- J // 1 \ \ /-TOP EL: 2008.80 ,JEXISTING ZONING: RS4/��l �� 1-✓ /� \ 1
» , TOP EL: 2009.40
x/--y�--�\\\� = 6 PVC (SE) I.E.: 2004.10 _ g" PVC SE I.E.: 2004.07' 6" PER MSD GIS \ �\��\� ` 500-YR FLOODPLAIN (TYP.) ��
PVC (SW) I.E.: 2003.30 , » .-�\ - i- = / /� /// 11 FEMA ZO \ r
8 PVC (NW) I.E.: 2003.89 (6 PER MSD GIS) �/ \�\� ✓ r /���) i F \ `\ �\ �- _ ✓i �� \�✓ �J/ �1
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- ZONE -AE \\ �� V�� J SSMH MSD 36-32167 f / _ i
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\� ��EM ` -�^ TOP EL: 2012.11
\ Jf ( \\ \-\ �� 1� TOP EL: 2014.80 \ �--
� ADJACENT PROPERTY LINE (TYP.)-"- _ 8 PVC (SE) I.E.: 2007.01 F / �-� A 4 PVC (NE) I.E.: 2010.09
�� 1 �._�-�. -EXISTING SPEED LIMIT SIGN TO BE RELOCATED %�--� .� --- -- r /
--\_ _ _( ) �� ��� ---8 PVC(NW)I.E.: 2009.17
_s_ - - 8 PVC NW I.E.: 2006.95 � r � l
OUTSIDE OF PROPOSED SIGHT TRIANGLE _ _ \-7 -
`- f� � MA -�- t �
FEMrN
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SS `� / _ -N15'S519"E 10.02' - S81 �,E , _ _ - = _ �7�X/ CJ
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\ / / - \ _- - _sss't5'41'E62.70'-s-----s--- -S----s-----S--- =s-=�� -S_ -u_ , / / 1
\ \ / TOP EL:-�008.59� \ - \y �P \ - �- - - GOVERNORS VIEW ROAD % - - - /20 5 I I I
s� \ - L S1828'24'W 14.85' r
\-ST-ORM D_RAINL ANHOLE _ (� �S�G eon- _ - _ S70'1241 E 160.02 S7TW33•E 45.9a'-
\\ ) TOP EL: 200 See Sheets C-106 and ' - - = - - --2014-
\ -� s ) / EXISTING CULVERT TYP. LS57'4W4l*E \ - - / �2o1z- -SSMH MSD GIS 3`6-3'2 76 ( ) REMOVE POSTS-2o1s -
40.98 -TOP EL: 2008.40 \ / C-107 For Stream Culvert \ - \\ \ �' REMOVE EXISTING BLOCK
» r \ _ \ \ P�� WALLS AND CONCRETE -
8 RCP I.E.: 1990.20 \ \ Route and Details $ \ \ \ - °
L \ CATCH BASIN - �E , �. r
\ ( .x, \� � EXISTING STREAM (TYP.) _ � ( S , T -x x � REMOVE EXISTING FENCE
NGRATE
EL 1999 4 9� / I6" \ 3 \ P ` _ / 4� �- \\� ✓ ��� CAROLINA TRUCK
r STORM DRAT MANHOLE I 0 J
t.r / TOP E: 2008.81, M I M°RE 2 \ - �rnRE 2 \ s�E�1 \ v/ TERMINALS,
RUCKERSNPL
°N \ �, FOUR STAR CAR WASH, LLC INV. T 2002.48 I -4Q 30 STREAM BUFFER (TYP.) \ _ Z f \
\ s \ 448 SWANNONOA RIVER RD X %W�' S - - - - - - - - - - - - - - - I � _j J I \\ // PIN: 965863391700000
, ° PIN: 965854511700000 I - - -I- - - -� _ _ _ _�_ _\ I \ 30' STREAM BUFFER (TYP.)L f l J EXISTING
ZONING: RIVER \ %
SS1DI1-I�(MS�GI 32077) / \ `48„ EXISTING ZONING: RIVER X \ I - - - Y _ _
1
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\ 48 RCP I. �1�99 0' �/ / \s `� ` �a X / °RE EXPOSED 6" DIP \ A,"
jai/\� - - - - - - - ( 36» - 5 TOPIC: �Q05.03 OWN /
\^ � 48" CPP - RCb _ '�� M , @(�- - \ � / EXISTING WETLAND (TYP.) J
\\ \ p \ --- ,-- o I ----1 \ p,R \ / I.E.. 2006.69' a
/-----�--- 2010, �
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DEL. \�1�9 9 0\\ 2005 I I I I♦ I f i i F F i i i i i� F✓ - `' ✓\ -~
STORM DR A�'nH�LE ( } \PROPERTY LINE TYP. � � / ► f ► ►\ �/\ � , f-�-r � ��.�-1-1=t.�210 TdP ELF 7.69' 'Z / \ y
- L✓ / I. E.: 20U5.9 7' d
-� \ INV. �L.: XQO.3 m X \ REMOV�'E POSED 6 DIP vG�2i / I , ,_�--
\ L°�� P / I.E.: 2006.40
TOP EL: 2005.14' N77'49'12'W 99.51'- 1 z
) \ is
\\\ \\ \I \� \ `- 6�z REMOVE EXISTING PVC PIPES _-_ __---- r= -- 0,-
\ \ \ \ S\p0� X w I
\\ \ \ \ G 0� I - / / EXISTING 100 LF 36" CMP STREAM CULVERT TYP. S I r Jl J J C `'�
"0 I SWANNONOA RIVER RD, LLC TO BE REMOVED ( ) E / J /I J / \
0 21 GOVERNORS VIEW RD v� I PMOR P`
PIN: 965854606000000 1a/ I LOG \ I S'(G
I 8 / EXISTING ZONING: RIVER �G PM°R/
IN,\ \� \ 2p0 / _ - I - { i I I / / YARD INLET 1 1
�� \�� \`\ \ �� \`l \ .-/�\\ /�,, ������� / \ I I / �► �' �c TOP EL. 2011.62 ,
V \ �,yolti \ I EXISTING TREE TO BE REMOVED (TYP.) 3 CMP (NW) I.E.: 2006.72' % \
SSMH \ °F \\ I I_ �\ \ I - J I T
TOP EL. 2007.20, \� REMOVE EXISTING SIDEWALK
�� \\ 48 PVC (SE) I.E.: 1990.75 \\ I I I I J N REALTY COMPANY II, LLC \ I I REMOVE EXISTING FENCE \
48 PVC (NW) I.E.. 1990.70 \ °FR�►s I N o co 21 GOVERNORS VIEW RD i I I / / % {
" PIN: 965853892200000 I I I L \ I I I s
EXISTING ZONING- RIVER I (11_1II II II ALDI, LLC\0, /0 SWANNANOA RIVER RD
PIN: 965863160900000�O
REMOVE, , `
l \
\
l \
9� sEXISTING ZONING: RIVER / \
EXISTING FENCE ON PROPERTY LINE F \.REMOVE EXISTING
YARD INLET y N 1 I
\\ \ p \ \ & 18" RCP REMOVE EXISTING SILT FENCE
\N153519'E 9.86 \�\ °
PLUG EXISTING o� \ - I I I REMOVE EXISTING POSTS _ \
STRUCTURE ` \ \ \ AND BOLLARDS
N28W41-W 9.35' I 1 \ l f
to
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\ INN \\ �' 1)�\� 1 ~� \ CATCH BASIN GRATE EL. 2006.38 \
15" RCP (SE) I.E.. 2004.17' // \ �_ °� w SIGN TO BE REMOVED
18" RCP (E) I. E.: 2004.08' . .\ �� ems-1 _ ` N _ _ WOGO�
-7 \ 7 8" RCP (S W) I. E.: 20D4.02' \ // �' �R�p _ - °e �� >A 0
\\ \\ �\ \� t) L F❑ \\ \\ .-- - No _S - - _ NOW
\ EXISTING STORM SYSTEM (TYP.} ' �` \ \ iF _ ~. - t ROW67
\ I.E.: 000 9
SSMH MSD 36-32079
TOP EL: 2008.39' \\� - �� ��' 0140 5� _- ( ) N P HORNE DEVELOPMENT \ J I 48" PVC 5E I.E.: 1991.04' --- �\ \ ~ �� 1J � � - �G 1 1JP °
48 PVC (NW) I.E.: 1990.93 .-- �\Y L - - M i °• ��PIN�I996585 88970000DO
EXISTING SIGNS TO REMAIN --�\�\ -L _ EXISTING ZONING: RIVER
t7 q �N
\\
CATCH BASIN -�°- 1-R��, /-� -�S��°� °_ \ _
" GRATE EL: 2009.04' \ \
,-,APPROXIMATE LOCATION OF EXISTING 8 WATER LINE (TYP.} 15" RCP (NW) I.E.: 2005.78'
\ �\ \ \� \ CONTRACTOR SHALL VERIFY LOCATIONzi - \ _
0 EX. EDGE OF PAVEMENT (TYP.} J � �� / Fives - --
�\ YA CITY of ASHEVILLE _ - \�1� \'�` ry_ �-
PIN: 965844935400D00
EXISTING GAS LINE (TYP.) s_ _ PRELIMINARY
\\Ex157IN0 ZONING: RIVER REMOVE BENCH TRASH CAN AND SIGN. \�l� r z -L \ - - �_ ��_
�\ \� ��� �� i -\ - _ -FOR REVIEW PURPOSES ONLY-
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REMOVE FIBER OPTIC WARNING POST TO BE EX. CURB AND GUTTER TO BE REMOVED _i\� ' ` CONSTRUCTION
� - -
RELOCATED OUTSIDE OF PROPOSED SIDEWALK40
SIGNED AND DATED-
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55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
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THIS DOCUMENT HAS BEEN DIGITALLY
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NTH THE STANDARD CERTIFJCATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.110 (Q.
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
T. MANNING
DESIGNER
E. WAKEFIELD
REVIEWER
S. BURWELL
SKEET
EXISTING CONDITIONS &DEMOLITION
PLAN CE=101
DATE PROJECT # FUNDING #
MARCH 2O23 21.00169 XXX7CXx
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DESCRIPTION

— FEMA—
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FEMA— —
GIBSON LILLIAN
16 GOVERNORS VIEW RD
INTERNATIONAL HELP
ZONE X
PIN: 965854638000000
CENTER, INC
5 SWANNA VIEW DR
I
FEMA
—
EXISTING ZO`N NG: RS4
FEMA
PIN: 965854442000000
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EXISTING ZONING: CBIr
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ZONE X
9\
— — FEMA_ FEMA— — — — FEMA— COMMUNITY ES- S
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FEMP—
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ZONE AE
/
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\�'
RELOCATED SPEED LIMIT
SIGNS
SITE DATA:
PROJECT NAME: REDWOOD COMMONS
COA PROJECT NUMBER: PZ-22-01054
\ OWNER:
BUCKEYE COMMUNITY HOPE FOUNDATION
3021 E. DUBLIN—GRANVILLE ROAD
COLUMBUS, OH 43231
CONTACT: STEVE SCERANKA
EMAIL: SSCERANKACBUCKEYEHOPE.ORG
PHONE: [phone]
\ DESIGN ENGINEER:
\ THOMAS MANNINO, PE
\\ MCGILL ASSOCIATES, PA
55 BROAD STREET
ASHEVILLE, NC 28801
EMAIL: THOMAS.MANNINOOMCGILLASSOCIATES.COM
PHONE: [phone]
ZONING:
EXISTING: RIVER
PROPOSED: RESIDENTIAL EXPANSION
STREET ADDRESS:
21 GOVERNORS VIEW ROAD
ASHEVILLE, NC 28805
PIN NUMBERS:
965854606000000
965853892200000
SITE AREA: 3.24 AC
PROPOSED LAND USE:
MULTI —FAMILY RESIDENTIAL
NUMBER OF UNITS:
MAXIMUM 50 UNITS PER ACRE
(W/ AFFORDABLE UNITS)
PROPOSED 70 UNITS TOTAL
BUILDING HEIGHT:
60' MAXIMUM
57.42' PROPOSED
PARKING:
MINIMUM: 1 SPACE PER UNIT
MAXIMUM: 2 SPACE PER UNIT
72 SPACES PROVIDED
—13 HANDICAP SPACES
—6 VAN SPACES
BUILDING SETBACKS:
FRONT: 15'
SIDE: 15'
REAR: 15'
ESTIMATED DISTURBED AREA: 3.06 AC
ESTIMATED IMPERVIOUSNESS:
PROPOSED IMPERVIOUS AREA: 1.71
PROPOSED % IMPERVIOUS: 52.6%
PROPOSED ROAD GRADES:
MAXIMUM: 10%
OPEN SPACE:
REQUIRED: 35000 SF
PROVIDED: 46224 SF
FLOOD INFORMATION:
FEMA FLOOD MAP: 3700965800J
SITE IS PARTIALLY IN THE FLOODWAY AND
TOTALLY IN THE 100—YR FLOODPLAIN AND FLOOD
ZONE AE
�c
PROPOSED DRIVEWAY APRON_
PER COA DETAIL 3.15
10'X50' SIGHT TRIANGLE (TYP.)--"
20' STORMWATER ACCESS EASEMENT -
FOUR STAR CAR WASH, LLC
448 SWANNONOA RIVER RD
PIN: 965854511700000
EXISTING ZONING: RIVER
PROPOSED WHEEL STOP (TYP.)
(SEE DETAIL ST-35)
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PROPOSED DUMPSTER PAD
\ w/ ENCLOSURE (SEE ARCH. PLANS)
\ \ I
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\\ w/ HANDRAILS
\ \ PROPOSED GAZEBO
\\ (SEE ARCH. PLANS)
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SAWCUT AND CONNECT TO EXISTING SIDEWALK
PROPOSED SIDEWALK EASEMENT (TYP.)
\
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PROPOSED ACCESSIBLE RAMP--,-,,
w/ HANDRAILS
GENERAL NOTES:
1. AREA WITHIN SIGHT TRIANGLES SHALL BE CONSTRUCTED AND
MAINTAINED BY THE OWNER SUCH THAT CROSS VISIBILITY AT A LEVEL
\ 3' AND 10' ABOVE THE STREET ELEVATION IS NOT OBSCURED.
\\ 2. ALL SIGNAGE UNDER THIS PROJECT SHALL BE FILED UNDER A
\A SEPARATE APPLICATION.
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SIGNED AND DATED:
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
PLAN
MAYSTRUCK SVETLANA
20 GOVERNORS VIEW RD PRESTON JENNA,
PIN: 965854820500000 PRESTON HUNTER KYLE
APEX LIFE, LLC HAFELI—MCCONNELL /
EXISTING ZONING: RS4 REVOCABLE TRUST 40 GOVERNORS VIEW RD
PI GOVERNORS VIEW RD 26 GOVERNERS VIEW RD PIN: 965864220200000
PIN: 96585493ING: R 0 PIN: 965864013900000 EXISTING ZONING: RS4
�100-YR FLOODPLAIN (TYP.) EXISTING ZONING: RS4 EXISTING ZONING: RS4
FEMA— FeMA\ - ZONE X / �/ / ZONE AE
500-YR FLOODPLAIN (TYP.) — FEMA\
FEMA-
- — — IFEMA— —
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— — — — — — — — — EMS — — — — FEM — ,
— FEMA-- — — FFMa— FEMA---- FEMA— —�/ �— /
FE�+1A-� — — — — FEMP FEMA— /
EXISTING EDGE OF PAVEMENT — — FEMA— - ® EXISTING EDGE OF PAVEMENT 4A-
-vP ZONE X /
15 FRONT SETBACK (TYP.) -�— - _ PROPOSED 5 SIDEWALK (TYP.)
PROPOSED DRIVEWAY APRON
GOVERNORS VIEW ROAD PER COA DETAIL 3.15 I G
-- -- -- - - - R3.5' --- --i
- R3.5' --- -
---------------- ----- _ == == --_ _ == Z:-7—I —
jl �1�07'X50' SIGHT TRIANGLE (TYP.)
18' (TYP.)
PROPOSED SEWER EASEMENT ' \ ��
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PROPOSED BUS STOP
w/ SHELTER AND
WHEELCHAIR LANDING PAD
(SEE BRASCO SHELTER
CITY OF ASHEVILLE DETAILS)
PIN: 965844935400000 RELOCATED BUS STOP SIGN
EXISTING ZONING: RIVER
PROPOSED 30" CURB AND GUTTER
NO. I DATE I BY
DESCRIPTION
10' UTILITY STRIP (TYP.)
UUML LLLU I MIU GAJtMtIN I
RELOCATED FIBER OPTIC WARNING SIGN
PROPOSED 4" ABC CAROLINA TRUCK
I ` PERMEABLE WALKING PATH TERMINALS, INC
I 56 TRUCKERS PL
I PIN: 965863391700000
I _ _ EXISTING ZONING: RIVER
30' STREAM BUFFER (TYP.)
EXISTING WETLAND (TYP.)
,-15' SIDE SETBACK (TYP.)
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EXISTING PROPERTY LINE (TYP.)
I
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REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
HORNE DEVELOPMENT
RIVER BEND, LLC
PIN: 965853869700000
a MISTING ZONING: RIVER
ALDI, LLC
480 SWANNANOA RIVER RD
PIN: 965863160900000
EXISTING ZONING: RIVER
I — FW
Fw�
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
T. MANNINO
DESIGNER
E. WAKEFIELD
REVIEWER
S. BURWELL
DATE
MARCH 2O23
LEGEND
DE ROW
SITE PLAN
PROJECT #
21.00169
CONCRETE SIDEWALK
ASPHALT PAVEMENT
CONCRETE CURB AND GUTTER
6" CONCRETE STAND—UP CURB
RETAINING WALL
PROPERTY LINE
DUKE ENERGY RIGHT—OF—WAY LINE
BUILDING FOOTPRINT
ROOF OVERHANG
EASEMENT LIMITS
SIDEWALK EASEMENT
PRELIMINARY
-FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
FUNDING #
XXXXXX
SHEET
C=101

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PLAN
MAYSTRUCK SVETLANA
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GIBSON LILLIAN �—' �'� \\\ i 20 GOVERNORS VIEW RD - /j/ / �j/ \\ \ 1I I I PRESTON JENNA,
r�f �`/ 16 GOVERNORS VIEW RD \\ ��\� �\ PIN: 965854820500000� ^ j� HAFELI-MCCONNELL \\ \\ 1 I 1 \I PRESTON HUNTER KYLE
-�� INTERNATIONAL HELP / -� 11� PIN: 965854638000000 = �- \�- I\\� / / — APEX LIFE, LLC / �� \ I 1 I 1 \ \ 40 GOVERNORS VIEW RD
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�. REVOCABLE TRUST PIN: 965864220200000
y 26 GOVERNERS VIEW RD 1
INC _ —IGIL' \\ '\��\\ �� / \ ^ --�✓ r" / / 22 GOVERNORS VIEW RD ���/� \ \ I l \ ~
i— ���� 5 SWANNA VIEW DR 36-32165) ��\ PIN: 965854936300000 / /�/�� \\\� \ 1 -� ��
= ��^ �� = SSMH (MSD 36-32166) PIN: 965864013900000 �\ 1 ` ` \ \\ \ -_ ��� y
PIN: 965854442 00000.80�\ /�����
/ \\� 80 Z \ 100-YR FLOODPLAIN TYP. �\ TOP EL: 2009.40 ENE XX r (TYP.)
����= \\\ 6 PVC (SE) I.E.: 2004.10 - 8" PVC (SE) I.E.: 2004.07 (6„ PER MSD -GIS)\\�\�FeMq\
8 PVC (SW) LE.: 2003.30 ,—�\\\\ \ �� — \��i— /�i — \��\ �� % �_/� 'I — ��/�✓�� II�J
8 PVC (NW) I.E.: 2003.89 (6 PER MSD GIS) �/ \(TYP.)--,/��� FEMA— A\ ZO�j�� J )� J
M \\ 1 \ \_— �\ — : 500—YR FLOODPLAIN
A �1 �� _ \ ZONE -4E/\\
_ SSMH (MSD 36-32168)
\ �\tii � SSMH (M 36-32167)
_ _ ��_ _ - �j / �- \\ ��\ a �— TOP EL: 2012.11 / \\ ✓ \ t �-/ -� /� �� \� / /
f� `-'���� = �! - J! _ \�\\_ \ ��_ -\ \ �/ /� // / TOP EL: 2014.80
� \ `� �_ \ - 8 PV SE I.E.: 2007.01 F 4 PVC NE I.E.: 2010.09
--s— _ _ ` f����\-\ q_\�- ( ) J-��� _ c� - - - 8 PVC (NW) LE.: 2009.17 _ F _E/ N l�/
.1 8 PVC NW I.E.: 2006.95 �n/�/ i �\ �/� �N �%/ ( 1 l
S — -~ �\ —� \� \ \� ` i _�—�\/� —� \ �_ �_ �f iA � —FEM
SITE DATA: - —� \ r
\ PROPOSED STORMTECH — �� — _ --�- X ON X
\ = \ AND STORM SYSTEM _ _ — — -- / / -� �� �-\ �- , l
PROJECT NAME: REDWOOD COMMONS ORM DR-A4\I MAN-F4OLE oo\� P - _--- _-- / ;
TOP EL:�Z008.59� v - - - _ _ -- s-----s--- S--�tr—s - / D
COA PROJECT NUMBER: PZ-22-01054 \ \ u--- / I
° \ � � � GOVERNORS VIEW ROAD
OWNER: DRAIN�IANHOLE _0 - — o � � �` e. � E / f
BUCKEYE COMMUNITY HOPE FOUNDATION TOP EL: 2008.11 - - — — ° _ - I �- - - - - — - _ - ` — — — ( I
3021 E. DUBLIN-GRANVILLE ROAD=� °�� \ MA,
COLUMBUS, OH 43231
CONTACT: STEVE SCERANKA
EMAIL: SSCERANKACBUCKEYEHOPE.ORG
PHONE: [phone]
DESIGN ENGINEER:
THOMAS MANNINO, PE
�-� MCGILL ASSOCIATES, PA
\\ 55 BROAD STREET
ASHEVILLE, NC 28801
\ EMAIL: THOMAS.MANNINOOMCGILLASSOCIATES.COM
�\ PHONE: [phone]
ZONING:
EXISTING: RIVER
PROPOSED: RESIDENTIAL EXPANSION
STREET ADDRESS:
21 GOVERNORS VIEW ROAD
ASHEVILLE, NC 28805
PIN NUMBERS:
965854606000000
965853892200000
1 \ SITE AREA: 3.24 AC
\\ PROPOSED LAND USE:
MULTI -FAMILY RESIDENTIAL
NUMBER OF UNITS:
� X MAXIMUM 50 UNITS PER ACRE
\�\ PROPOSED RD706LE UNITS)
TOTAL
BUILDING HEIGHT:
60' MAXIMUM
57.42' PROPOSED
PARKING:
MINIMUM: 1 SPACE PER UNIT
MAXIMUM: 2 SPACE PER UNIT
72 SPACES PROVIDED
-13 HANDICAP SPACES
-6 VAN SPACES
BUILDING SETBACKS:
FRONT: 15'
SIDE: 15'
REAR: 15'
\\ ESTIMATED DISTURBED AREA: 3.06 AC
ESTIMATED IMPERVIOUSNESS:
�\ PROPOSED IMPERVIOUS AREA: 1.71
\\ PROPOSED % IMPERVIOUS: 52.6%
\\\� PROPOSED ROAD GRADES:
\\W-1 MAXIMUM: 10%
OPEN SPACE:
REQUIRED: 35000 SF
PROVIDED: 46224 SF
FLOOD INFORMATION:
FEMA FLOOD MAP: 3700965800J
SITE IS PARTIALLY IN THE FLOODWAY AND
TOTALLY IN THE 100-YR FLOODPLAIN AND FLOOD
ZONE AE
\TCH BASIN
?ATE Et- 2005.99� � ~
1999.471 STORM DRY MANHOLE
V. EL.:
l f TOP ET: 2008.81'
IN V. T 2002.48'
,CPP )
— — — — — 48 CPP —
;,
ORM aP EN�'A�1HpLE
007.69' 1
INV.
SSMH
TOP EL: 2007.20 I
PVC (SE) I.E.: 1990.75' \� \
" PVC (NW) I.E.: 1990.70' oFR . I I I REDWOOD COMMONS
APARTMENTS N
�' J \\ \ �\ I I \ I I ✓ FFE: 2020.60 I
I J
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RETAINING WALL (TYP.)
vI \ CATCH BASIN ''�. ,// Q�
( o \\\ GRATE EL: 2008.38'\
15" RCP (SE) I.E.: 2004.17',�\�
18" RCP (E) I. E.: 2004.08' \\\ / / \�� S�'qN \�\ ® \ '� \ \
-7 18" RCP (SW) I.E.: 2004.02'
N.
NOTE: ALL RETAINING WALLS SHALL BE
DESIGNED BY A NORTH CAROLINA \\~ \\ \\�� �� \� �� o I.E.:,j000.,F9'
f� LICENSED STRUCTURAL ENGINEER. SSMH (MSD 36-32079)
CONTRACTOR TO PROVIDE WALL DESIGN \\\�\ \\ \�\�\��� CITY OF ASHEVILLE
FOR REVIEW AND APPROVAL PRIOR TO -` \\\ \\ �� p u PIN: L \
CONSTRUCTION.\\\\\\\�\\ 48 PVC 965844935400000
e
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�20j0— \\\ ✓ j CAROLINA TRUCK
56 TRUCKERSNPL
PIN: 965863391700000 I
30 STREAM BUFFER (TYP.)
EXISTING WETLAND (TYP.) I
a yam/
EXISTING STREAM (TYP.)Lj
� II
YARD INLET
I \j �' l �� f l TOP EL: 2011.62' (\ I
I I III ) 39) CMP (NW) I.E.: 2006.72' 1 \
PROPERTY LINE (TYP.) \
— 2010
1
ALDI, LLC
480 SWANNANOA RIVER RD
PIN: 965863160900000
r-'
—DUKE ELECTRIC EASEMENT
FLOODWAY (TYP.) / J
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48 PVC (NW) I.E.: 1990.93 HORNE DEVELOPMENT J
RIVER BEND, LLC
PIN: 965853869700000
CATCH BASIN
SITE LEGEND `- \ \� Z r GRATE EL 2009.04 _
\ \\ J -�� ✓ 15 RCP (N W) I.E.: 2005.78 -__
PROP. MAJOR CONTOUR LINE \ \
PROP. MINOR CONTOUR LINE o \\\\\\ \\ ti\ \\\\\�\�\\-\� o U �� ��\ / / `_ FW-. I \
- EXIST. MAJOR CONTOUR LINE r-
EXIST. MINOR CONTOUR LINE\\\ \ \\\ �� °
SIGNED AND DATED:
® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
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50548 %O =
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THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO. I DATE I BY
DESCRIPTION
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
T. MANNINO
DESIGNER
E. WAKEFIELD
REVIEWER
S. BURWELL
GRADING PLAN
D
PRELIMINARY
-FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
DATE PROJECT # FUNDING #
MARCH 2O23 21.00169 XXXXXX
SHEET
C=1 04

FEM
-�U _ � �/�\ � � � �-1_� EA*A� �\ �€apq.�� % � � _ �_ _-, �� - t' `-- � -� "�ddg'��� ✓\ 1� \l �= - �f j ���� �� / �
PLAN�-%_ SITE DATA: /
�- �o -----� \i E-.-cam �_ _� --� /
2011.2� -\\=U \ _ _ �� f PROJECT NAME: REDWOOD COMMONS
��- �/ %
_--s---- � - U-- \ / � _ I l /ZON
2011.36 I -s-- - / o COA PROJECT NUMBER: PZ-22-01054
2011.51 - - - - s-----s-----S---s-----S-----s-----S----- - -- --- / / 100-YR FLOODPLAIN (TYP.) I /
P 2010.33 - �-s---s--ul---s o
�! -u--- 0�511 I / OWNER:
2010.43 ° GOVERNORS VIEW ROAD - -U- - -!2
I - _ _ _ / � BUCKEYE COMMUNITY HOPE FOUNDATION
�20.�5� 2011.99 a ° a - - - - - - - u---u--_ �_� 3021 E. DUBLIN-GRANVILLE ROAD
- - - - y \ _ , P COLUMBUS, OH 43231
_� - - - - - - - - - - - - ` -� CONTACT: STEVE SCERANKA
\ 2011 67� ��nW2o12.09 f�_'' - _a e - - - - - - - - - - - - 1 � \�� \ �- �
TC: 2012.33 - - - _ a IIIII' _
C: 01 .33 - - - _ 2015.00' 71 AMA- \ - EMAIL: SSCERANKAC�BUCKEYEHOPE.ORG
I TC: 2013.52 _ - _ _ 2015.10 FF�aa- PHONE: [phone]
GL:2013.02 1 1 �
TW:2012.97 22012.77 - - ° a\ ° ° ° a 4 ° ° a ° --� ° 2015.14 ° ° _ ° a __, \ \ /
TC" 012.70
B W: 2012.47 - - - - - - - - - - - - -
GL:2012.20 2013.25 2015 \ �0 AEA DESIGN ENGINEER:
I TC:2013.94 TC: 2016.09 \ 2015 2013.82 2015.24 - - 20 �6 1 � THOMAS MANNING, PE
2014.81 a '2015.50 2015.96_
`) GL:2013.4� GL:2015.59 - _ _ 2013.35 TC:2017.98 2p13,g2 2014.91 pppTC:2015.921���I 2015.60 / 2016-06 2016.25 1 1 �\ �01� \ �� f MCGILL ASSOCIATES, PA
-GL:2017.48 GL.2015:42 / -x x -�X_
1 �-' / j 55 BROAD STREET
TW:2014.08 TC:2014.89 TC:2015.31 - - - -
BW:2011.44 GL:2014.39 GL:2014.81 - - - - -
2015.95 �- 1-` �� / --�/ ASHEVILLE, NC 28801
. - -- -
TC:2018.89 TC:2017.98 TC: 2016.45 2015.97 s� 1 �/ �/ EMAIL: [e-mail]
TC:2017.77 = - GL:2018.39 GL:2015.95 I NI 2010'2015.44 \ \\`� / PHONE: [phone]
DRY MANHOLE i 5� II TC:2016.32-- - - - - - - - - _ I � GL:2017.48 0
BW:2011.35 /TW.201 TC:2015.77 GL:2015.82 GL:2017.27 TC:2018.89 2016.28
0 P E 2 0 0 8.8 GL: 2015.27 TC: 2018.44 GL: 2018.39 TC: 2018.44 TC: 2016.91 Tw: 2017.88 I U \
V. T 2002.48' /,� L1 GL2017.94 I� GL:2017.94 GL:2016.41 �2016.43 BW:2017.38 Z ZONING:
TC: 2016.62 1 1 \ I - N f / , \ EXISTING: RIVER
Tc:2017.10 TC:2017.55 TW:2018.08 lL PROPOSED: RESIDENTIAL EXPANSION
GL: 2016.12 2017.89 TC: 2019.04 1
TW- 2016.86 TC: 2016.51 TC: 2019.73 GL: 2019.04 GL: 2016.60 GL: 2017.05 BW. 2016.15
I TC:2015.81 GL:2019.23-------
BW:2011.51 GL:2016.01 TC:2019.58 'ono TC:2019.73 TC:2016.97 / � I1 � CAROLINA TRUCK � � -� � STREET ADDRESS:
GL: 2015.81 GL: 2019.08 / _ _ - _ - _ i TERMINALS, INC 21 GOVERNORS VIEW ROAD
I • E • . TC: 2017.54 I
2019.37 GL:2019.23 GL:2016.47 TC:2018.41 / 56 TRUCKERS PL / ASHEVILLE NC 28805
-� TC:2017.13 GL:2017.04- - - - - - - - - - - - - - - - - - - --2018.73----J GL2017.91 r
2019.49 TC: 2019.58 TC: 2017.97 _ - - - - � \ \
�/J I GL: 2016.63 - - TC: 2017.47 �� _��� _� _ _ � GL 2019.08 GL: 2017.47 I'' / \ PIN: 965863391700000 -
„ � GL: 2016.97 � �
- � PIN NUMBERS:
4 8 _ C P P TC: 2018.02 - - - - TC: 2019.47 - _ • TC: 2019.51 2017.26 TW: 2018.81 /
TC:2017.72 BW:2014.68 / J , 165854606000000
- - - - - - GL: 2017.52 GL: 2018.97 2019.37 ° GL: 2019.01 \ GL: 2017.72 ° ° 2017.41 / 1. 2 0 0 6.6 9 965853892200000
------ --- -- - I 'd TC:2017.94 'I y
TW: 2017.68 �� TC:2017.56- - - - TC:2019.96 TC:2019.96 I \TC:2018.36 ° GL:2017.44
/ BW:2011.72 GL:2017.06 - - _ GL:2019.46 . GL:2019.46 \ GL:2017.86 TW.2019.04 SITE AREA: 3.24 AC
\ % • II I\ I y y y �\ d \ % \
T - II . DUI 2017.78 BW:2012.10 y
C - _ - - TC: 2020.22 y y = - - -
TC: 2018.46 \ 'ti0 I GL: 2019.72 TC: 2019.08 y �, - -
2005- TC:2020.22 GL:2018.58 ° PROPOSED LAND USE:
GL: 2017.96 - - TC:2019.67 ' - 2018.50 MULTI -FAMILY RESIDENTIAL
TC: 2018.31\ TC: 2019.29 GL: 2019.72 GL: 2019.17 1 C: 2019.05 _
/ r_GL:2017.81 / \ GL:2019.29 20 9�81 ° I GL: 2018.55■ ,
j� TC:2019.49- y y a� d
TC:2019.9:GL:2018.99 y ° f- y p10 EXISTING WETLAND TYP. �` NUMBER OF UNITS:
TC:2018.64 / / GL:2019.45 � _ (TYP.) � MAXIMUM 50 UNITS PER ACRE
2018.72 W AFFORDABLE UNITS
TC:2029.52 . 1 � 1 2018.85_, TW:2019.49 / / / -
TW:2019.38 GL:2018.14 GL:2010.02 x ( / )
Bw:2011.73 / TC:2019. 1 1 _\-201s.05 BW:2012.10 �,-� J \ I PROPOSED 70 UNITS TOTAL
I TC:2018.83 TC:2020.26 2019.73 GL:2019.61 TC:2019.40 TC:2019.46� 1 I'T L / \
TC:2020.15 TW:2020.03
GL:2018.33 TC: 2018.56 TC: 2019.81 GL: 2019.76 GL: 2019.65 GL:2018.90 GL: 2018.96 ` �/ EXISTING STREAM (TYP.) BUILDING HEIGHT:
1 GL:2018.06 GL:2019.31 \ _ _
2019.81 BW: 2015.28 / t �_ -
TC: 2019.47 TC: 2020.06 2019.73 O a 2019.85 TC: 2020.21 TC: 2019.95 - - - - - / ` ,%
TC:2019.03 TC:2019.07 GL:2019.56 Off' • I \ GL:2019.71 GL:2019.45 TW: 2020 21 i -2p10 _ _- / 60' MAXIMUM
J � GL: 2018.97 GL: 2018.57 TC: 2019.31 TC: 2019.42 - PARKING:
PROPOSED
/ . eTC:2020.45 BW:2019.71 _� \
N GL:2018.53 GL:2019.31 GL2019.42 2019.14 - _ ->- PARKING:
TC:2020.47 GL:2019.95 i� -
Tc:2o1s.42- �' 7 � ��� MINIMUM: 1 SPACE PER UNIT
( GL:2018.92 TC:2019.20 . GL:2019.97 , A • 2019.51 `o I I 30' STREAM BUFFER (TYP.)
1 TW:2019.76 TC:2019.77 . TC:2019.87 • 2020.10 2020.25 TC:2019.93 a TC:2020.01 TC:2019.98
�GL:2018.70 e , a TC:2020.59 N / / / MAXIMUM: 2 SPACE PER UNIT
BW:2019.26 GL2019.27 a GL:2019.44 ' TC:2020.69 GL:2019.43 GL:2019.51 GL:2019.48 / / l 72 SPACES PROVIDED
e w � I I� \ rGL:2020.09-, I / / /I- .I / /I-r.�■ -13 HANDICAP SPACES
I
TW: 20 0.48 TC:2019.30 ° TC: 2019.32 I I \ 1 GL:2020.19 TC:2020.00 �TC:2019.99 TC: 2020.10
GL: 2018.82 GL:2018.82 ■Tc:2019.85
BW:2011.75 �GL:2019.42 2020.10 e 4 e TC:2020.83 GL: 2019.56 GL: 2019.57 GL:2019.60 I I I f / 1 -6 VAN SPACES
91- ° E 2020.35 . I / /-
2019.23 ° I 2020.35 GL:2020.33 2020.10I I I
( 2019.29 _ ° a I , ° .3 2020.2320204
IIII-2019.49 °2019.33" 5 TC:2019.96 2019.46 0.- -
2019.96 I IIxIIl II (I
� IIl BUILDING SETBA
CK
S:
2019.25 2019.27 201888 2019.3a 2020.53 ° 4 2020.43
19.38 2019.37 ' �GL: 2019.53, ° 071111 a FRONT: 15'
20018.98 201s.45 , ° 2020.43 , 0.53 a 2019.33 GL:2019.57 20201
TW: 2019.87 °_ � SIDE: 15'
2019.35 4 I0 o 2020.05 REAR: 15'
200 2019.BW: 2017.17 .-.-- --019.4:mw2020.10201a32-2f- 2020.09 1201,7.14 4
1I III I \ \1 II I I II I1 I III II \ \I
NI
J 1 I2020.15
2oi7.is TW:2019.201932 202o.58 2020.50 2020.06 2020.09 IIII I I I 1 IIIIII I 'III /I
ESTIMATED DISTURBED AREA: EA : 3.06 AC
2019a 1 IJ ALDI, LLC2017.09 BW: 2019. 21I020.53 2020.58j\
1I I 2019.32 2019.70 2019.2020.19 480 SWANNANOA RIVER RD ESTIMATED IMPERVIOUSNESS:
of TW. 2017.64 2020.58 2PIN: 965�316090000o2018.96
Bw:2o1`.14 ° a 3 �200.10 PROPOSED IMPERVIOUS AREA: 1.7
1
2 r PROPOSED % IMPERVIOUS: 52.6%/2015.41 ff 202008N
20i5.i6 2018.86 75 I \ 2020.51 PROPOSED ROAD GRADES:
32019�o REDWOOD COMMONS 2020MAXIMUM: 10%TW.20177
\ \ BW:2015.38 ° 2018.91 I 2019.0
� o\ y,4j 2019.3838 N I I I APARTMENTS
OPEN SPACE:
F TW.2015.82 2019.38 I 1 I FFE: 2020.60' REQUIRED: 35000 SF
\ BW:2012.12 I 2020.56 I I I I I
\� 2015.29 - 2019.33 I I I N I L NOTE: ALL RETAINING WALLS SHALL BE PROVIDED: 46224 SF
�2015.34 20`9 24 - % 2020.51 I PROPERTY LINE (TYP.) I
�ROLINA
2012.84 2019.19 I I I 1 LICENSED STRUCTURAL EDESIGNED BY A NORTH NGINEER. FLOOD INFORMATION:
O� \ ° 2018.82 I I I \ /� I , I L CONTRACTOR TO PROVIDE WALL DESIGN FEMA FLOOD MAP: 3700965800J
�2012.79 I \ I _� I I �� � I I ` 1 � I
2012.79 ° ° \ AY AND
1 2018i87 I I I �( _ ` _ / I ° I ` \ -� \ �� / CONSTRUFOR CTION.TOTALLY
APPROVAL PRIOR TO TOTALLY ISITE IS N THE L100-YRY IN EFLOODPL/AIN AND FLOOD
\I\ \ ro2018.90 \ I I ` 201 s.16 I I X , \ \ ) jl ZONE AE
2008.13 -,2012.74 - - - -
260808 "1I I \
F . a 1_ 2019.21
2008.07 a 2008.63 �2011.20 a _ r _
\ \ R 2018.60
0 02008.03 2008.58 2011.15 s ,�2018.65 28.422018.42
F \\ � \ I618.47
5 x I I
� L2010�
S 201110 2018.47 2.0
28.55 2019.0
TW: 2018.56 2018.47 E
BW: 2011.15 2018.50 2019.00 2009.24 1 2020.13
/
- \ } 201a \ a > L00s.22 2018.32020.18 ° 2I018I IIlf 2a0�09.15
I __ r
9.67
E\ F
R2019.60 2020.50 1
2009.. W: 201' 35 4 2019.50 I 2019.95
3W:2014.16 2011 2018.45 2009.09 2008.90 2019.55 2020.45 2019.62
2009.16 09.30 8.23 2019.40 2019.45 I 009.0X:2009.11 2019.90 2020.508.85 TW: 2020.26 I \\
\
\
V�
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2009.20 E 0 20s \ EX:2009.18 BW:2013.74 2020.50 / \ \ 2p R 18.33 ' ' - 2009.00 /
I I EX:2009.04
\ \ ° \ --� 2019.01 1 2019.42 2018.87 2009.24
\ \�� Ex.20b8.49 \ 2019.06 I 2018.92 J ® a \ �Fw\ EX:2009.24 c
TW: 2018.83 2018.96
� \ s\° \ \ BW:2015.30 °� \ ° 2019.01 I � \ � 2009.50 `TW:2016.93 Row
\ \ \ \ \ EX. 2008.51 \ ° a 2018.81 1 1 / 2008.95 EX: 2009.48 \
Ex.• 2008. sa a \ B W: 2013.21
E \ 2018.76 III �- TW:2014.85
\ - 2018.86 I -EX:2009.10\ \ 2009.66 O '
\ � 2009.25 \ � '\ � � � � of �
\ RETAINING WALL (TYP.) \ TW:2018.97 of 2018.81 r 7 c� 2009.29 s.Ex:2009.60�
CITY OF ASHEVILLE \ \ �Fw BW: 2015.75 L 2019.95 - - - J 5 EX: 2009.29 \ BW: 2014.35 \
\ 2009.15 \ \ - 2019.51 ° FX: 2 08 51
2008.52- i \�� �o r = �a = + O I I 2009.55
PIN: 965844935400000 \ ( \ \ `\\ e \2 09 19 Q \ \ �1r ' EX: 2009.51
2019.65 2019.83 I O 2019.46 EX:2009.55
\ \ \ ° \ 2009. '1 a - ti CV / �\ EX 2008.88 ���\ �\ 2009.29 I
2009.26 Ro 2019.60 ° 2019.78- - J % ` `�� f e -
�� \ �' 2009.09
4f EX. 2008.51 \ s\ \ \ 2009.71 EX:2009.3�9 Ro l \
a e EX: 2009.71, _ 2009.59 \ \ w \ I J
2009.20 200913 \2009.34 a a a EX: 2009.59 \ \ ��w FLOOD WAY
EX. 2008. s8 2009.15 EX: 2009.52 \
\ I �EX:2009.53 �2009.89 S ( )
2009.325 °�2019.602019.67 2009.65 I \ V \
\ 2019.95 2020.50 2019.62 O�� I EX.- \ EX: 2009.89
SITE LEGEND \ , \ 2009.13� M \ 2010.23
\ / ` 200- 2009.09 2008.90 2019.55 2020.45 `L \ EX:200s.65 I w
\ / \ EX_ 2009.11 of 2019.90 \ EX.2009.35 2009.94
EX:2009.35 4 2009.02 2008.85 TW:2020.26 Ro 2020.50 \ \ \ EX:2010.25
\ � � 2009.07 � � \ p \ � 2009.94 \ �
'\ \ s EX: 2009.18 BW: 2013.74 2020.50 _� c
PROP. MAJOR CONTOUR LINE // \ .EX: 2009*14- F '-2009.00 _ / ��, \ �EX:2013
\ - ,EX•2o08.68 \ • EX: 2009.04� DUKE ELECTRIC EASEMENT �\ 2010.2s EX:
� \ � � \ � � � 2009.24 � EX:2010.28 \ \ 2010.78 / \
\ / 2009.10 F \ EX..2009.6J- EX:2010.94
PROP. MINOR CONTOUR LINE / \� S EX:2009.15 ® a \ w� EX:2009.24� \ v (�
�008.71 c� \ TW: 2016.93
2oos.5o Row FLOODWAY (TYP.) M\ 2010.38' \ EX:201s
BW: 2013.21 �
M 2010.48
\ �Q 2009.07 \ i Ex.•2oos.�8 EX:2010.38 �
� 2008.95 � EX:2009.48 � \ � � '
EXIST. MAJOR CONTOUR LINE tiOq Ex:2oos.o7� ,Ex:2oos.lo\ \ 2oos.ss °
/ TW:�20185 F R �O �� \ \ a U 2010.11
/ R/� 2008.97 c� 2009.29 s.EX: 2009.60�� O 2010.71 EX: 2010.63 2010`16
EXIST. MINOR CONTOUR LINE \ / \ FR EX:2009.05 EX: 2009.29 - \ BW:2014.35
° \ 2009.08 \ \\`� \ M \ ` EX 2009.93 EX: 2010.71 \
\ M 'QO,q 2009.55 EX: 2009.51
EX:2009.55\\\ \ ° \ Ex. 2008.88 \ 2009.29 _
\ \ � c _ 7 F o \ EX: 2009.39 \ _ -�� . \ �� i
PRELIMINARY Mom\ \ 2009.71 \ Row \ ��\ 2pj0 -,1E,2010.03
\� Ex: 2009.71 \ 2009.59 \ CATCH B A S I N M FX. z010.03
-FOR REVIEW PURPOSES ONLY- \� \ �- �� 20os.13� \2009.34 a ° 4 \ EX:2009.5s \ �� 1 \ 2010.42 2010.4s
EX: 2010.42 EX: 2010.44 \ \F
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DO NOT USE FOR �� _
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CONSTRUCTION ^ ��� \� EX.`009.13 2009.65 Ex:2oos.as 1 pf Wl I.E.: 2005.78 � �' \- 1 °
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SIGNED AND DATED:
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SENIOR LIVING APARTMENTS GRADING PLAN -DETAILED
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R 55 Broad Street = o Q < a SIGNED AND SEALED IN ACCORDANCE
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OFFICE MANAGER DESIGNER
Asheville, NC 28801 - �0 50548 00 =
828.252.0575 % S °o o Z ADMINISTRATIVE CODE 21-56.1103(E). 000 o THIS DIGITAL SIGNATURE HAS BEEN BUCKEYE C=1 05
FOUND BY THE NC BOARD OFC. Ho Fm M. CATHEY E. WAKEFIELD
NC Firm License # C-0459 '��gSF00000-00'0P�?� EXAMINERS FOR ENGINEERS AND
1jP I I I ISM SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
mcgillassociates.com
i, �� STANDARDS. PLEASE CONTACT THE BUNCOMBE COUNTY, NORTH CA RO L I N A
SIGNER IF YOU NEED ASSISTANCE IN VALIDATING THE SIGNATURE. NO. DATE BY DESCRIPTION T. MANNINO S. BURWELL MARCH 2O23 21.00169 XXXXXX
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rn �5 - - - - - - - - - - - - - - - AMENITY AREA j CAROLINA TRUCK /
cA J / { '\ STORM DRAT MANHOLE r - - )
8- J INV. EL.: 1999.47r 0 1 U \ TERMINALS, INC
TOPE : 2008.81 n 2 I � � / �\ ^ I o \ i✓ Z ) 56 TRUCKERS PL
\` \� ON ) FOUR STAR CAR WASH, LLC INV. E : 2002.48 - X \� I \
448 SWANNONOA RIVER RD + + I \ \\ l PIN: 965863391700000
\ PIN: 965854511700000 I I -- o In _ EXISTING ZONING: RIVER
\ \ , , rn o + EXISTING 36 CMP o _ _ EXISTING WETLANDS (TYP.) r f 1
SS1DH-I�MSD�6IS 3 32077) , 48„ , PROPOSED PARKING \ �o TO BE REMOVED
EXISTING ZONING. RIVER I I + I '� o t
\\o l\ „`TOLE\ 2 20� ��'�- j, ��� ` ` _ ��%/�` ` , 1 I.L.: 20Q2.6� I N� o - ILO
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--------- �r� STREAM IMPACT SECTION \ �'A I 11: 2006.69' \
20►0 J
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\ STA 10+00.00 STREAM CULVERT Irl 0,9590 - _ - - i - _ �_
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'�2 RIM: 2017.37 ? T PIPE S-2 100 LF 36" RCP ® 1.00% y y -\GG _ 20,0
T6P EL. \ 007.69 8 ^
INV. Y3L.: 00.3C INV IN: 2002.68 ✓ I I f 8„ ti `' PROJECT NAME: REDWOOD COMMONS
r �� CONNECT TO EXISTING / \ _ -\/
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LF, 0.018 AC - . •. • _ (�� 30' STREAM BUFFER ) BUCKEYE COMMUNITY HOPE FOUNDATION
EX. STREAM OUTFACE � �p�' E�. IMPACTS. 12 CY, 218 ■ill \ .: , , •: .. - .. � � (�• 3021 E. DUBLIN-GRANVILLE ROAD
VIA 6' BOX CULVERT \ \ \ \ �\ \ \ PROPOSED STREAM / '�: '�: '1� I\_ , . ' t �' ��' ;� ::. I PROPOSED HW S-2 COLUMBUS, OH 43231
PIPING (TYP.) / y ° :': ' .: I I CONTACT: STEVE SCERANKA
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36 RCP - , . ►• ■:.,.. :�1.' a' 4 a ;\.. . A RIM: 2009.56 _ _ I
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STA 11+44.87 STREAM CULVERT RIM: 2018.73 I EX. GRADE = 2006.40 DESIGN ENGINEER:
RIM: 2019.73 � \ -r / 11 30' CMP THOMAS MANNING, PE
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j INV IN: 2004.73 I IMCGILL ASSOCIATES, PASSMH oF\s INV IN: 2004.06 \ I I \ 1 INV OUT2004.73 I ( RETAINING WALL (TYP.)' _ 55 BROAD STREET
\ / ii INV IN: 2004.16 roP EL: 2007.20 \ t = INV OUT: 2004.06 MAIL THOMAS.MANNINOOMCGILLASSOCIATES.COM
48, PVC (SE) I.E.: 1990.75 \ o\ \ I I REDWOOD COMMONS I :N I I J /r- PHONE: [phone]
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\ PIN: 965863160900000 PROPOSED: RESIDENTIAL EXPANSION
l EXISTING ZONING: RIVER
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OF Rory ° • '"L I I I - f , . / 21 GOVERNORS VIEW ROAD
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SITE AREA: 3.24 AC
PROPOSED LAND USE:
MULTI -FAMILY RESIDENTIAL
\ :, :\ \ �4� --z_-I F_s---J I \ J NUMBER OF UNITS:
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\ \\� 5 y� \\\ �\ �-- �� ��\ \� \ \ .... \ ° (W/ AFFORDABLE UNITS)
PROPOSED 70 UNITS TOTAL
CATCH BASIN BUILDING HEIGHT:
\�� • �� �1L \� I e G
RATE EL: aaos.38,,� _ `_� Ianxau
15 �� RCP (5E) I.E.: 2Dp4.17� 7� ' ��. S��� 1 �L� � � -- �- _ I r � � � °4�� � / PAB.�1dG42 PROPOSED
8 RCP (S } I.E.: 2n0, 02 \\1 �7 • `� N�N0�4 \ �,��i'`� / J ! MINIMUM: 1 SPACE PER UNIT
MAXIMUM: 2 SPACE PER UNIT
L \ Z R� \ _ems'-� �a I J��PUI. v 72 SPACES13HANDICAPE SPACES
_ . _ - _ _ - � � _ typ ; � -6 VAN SPACES
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BUILDING SETBACKS:
\� �` 4� �\ �. g� �' o FRONT: 15'
(97� SIDE: 15
SSMH (M5❑ 36-32079)
\ \ 1 \ REAR: 15
TOP EL: 2008.39 � � Z��\� � �, \ � � �1L � FH
7F) I r- I 111 n,! �.' \\� _ s x P pD r✓ \ ESTIMATED DISTURBED AREA: 3.06 AC
• \\ \� \\ 4$ PI�C { 1 �'\�\ \ 0 HORNE DEVELOPMENT 1 ESTIMATED IMPERVIOUSNESS:
48 P vC I PIN:s6.5�s4A4s 54aa�aaa 'b ``�' I • PR - PIN- 985853889700000 __ \
, ` RIVER BEND, LLC_
EXISTING ZONING: RIVER �1 -� \ PROPOSED IMPERVIOUS AREA: 1.71
o ��\ 1 SUNG TONING: RIVER t \ PROPOSED % IMPERVIOUS: 52.6%
\ \ ° a 4 Q CATCH BASIN `°- ` ' \ ` _ PROPOSED ROAD GRADES:
GRATE EL- 2DQ9 04' - ~ r _ - \ MAXIMUM• 10VY
STREAM IMPACTS
LENGTH
218 LF
AREA
0.018 AC
VOLUME
12 CY
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
m cg i I la s sociates. com
15" RCP (N IN) I.F.: 2005. 78'-_N
OPEN SPACE:
REQUIRED: 35000 SF
PROVIDED: 46224 SF
\` _\\ ..-► ,� 3 _\��`� ,� \ - _ __- �.��_ _ FLOOD INFORMATION:
�\�� �\ � � \ r -- \� �,� �_ \ FEMA FLOOD MAP: 3700965800J
_ - SITE IS PARTIALLY IN THE FLOODWAY AND
a -1 ` \_ _ � i -� �\ TOTALLY IN THE 100-YR FLOODPLAIN AND FLOOD
1 ZONE AE
Pw-
SIGNED AND DATED:
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-5&1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NG. I DATE I BY
DESCRIPTION
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER DESIGNER
M. CATHEY E. WAKEFIEL❑
PROJECT MANAGER REVIEWER
T. MANNINC S. BURWELL
PROPOSED STREAM IMPACT PLAN
DATE PROJECT # FUNDING #
MARCH 2O23 21 .DDT 69 XXXXXX
SHEET
C=1 06

55 Broad Street
Asheville, NC 28801
828,252.0575
Mcgill NC Firm License # C-0459
m cg i l l a s sociates . co m
2030 1 r% r% r% r 11 r- 1 2030
r F\ lJ F- I L C
SCALE: HORIZ. 1 "= 30'
VERT. 1 "= 3'
2025
2025
2020
PROPOSED GRADE
2020
6" PVC SEWER
2015
2015
15" HDPE STORM
EXISTING GRADE
18"
HDPE STORM
EXISTING
36" RCP CULVERT
2010
-36" SEPARATION
2010
99.70 LF
36" RCP 01.00X
24" SEPARATION
70.17 LF 36 RCP ®
0.9596
I
LF 36 " RCP ®
_r---
144.87
I
I
------- -
I
2005
--- _____I
--------------
_____
,f
EXISTING GRADE: 2006.40
2005
f
r —
I
8" EMBEDMENT
~ I
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-- --------
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� cfl co o
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N
O m O N CNI
O C4 p p MATERIAL TO MIGRATE
ONN p pN
(n O r
m0^0N'*'0
cn
mm0�0
O uj
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W +WNH NATURALLY OVER TIME
�� ppOpC4
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Qs
dF'sr
SEAL -
-� ° 50548 0 0 _=
'`,,•'`�rrIpF411,1
• f0
SIGNED AND DATED:
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.110(E),
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE,
10+00
11 +00
EXISTING STREAM TOTAL IMPACTS;
12 CY, 218 LF, 0.018 AC
12+00
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
13+00 14+00
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
T. MANNINO
DESIGNER
Im►►►I111FIX aIaIcIaWE
REVIEWER
S. BURWELL
15+ 00
STREAM CULVERT PROFILE
DATE PROJECT # FUNDING #
MARCH 2O23 21.00169 xxxxXX
SHEET
C=1 07
NO.I DATE E BY
DESCRIPTION

APPENDIX B
Grading Heat Map

PLAN
MAYSTRUCK SVETLANA A\�\\(I�l I J r
20 GOVERNORS VIEW RD = ^ �j/ / \\ \ II I I PRE -TON JENNA,
\ -� \ �-� PIN: 965854820500000 ✓ / / PRESTON HUNTER KYLE
16 GOVERNORS VIEW RD \ _\ �\ -� /� / �HAFELI-MCCONNELL �\ \ 11 I 1 I
INTERNATIONAL HELP / ` v - APEX LIFE LLC \ 1 1 \ \ 40 GOVERNORS VIEW RD - /
11 PIN: 965854638000000 / REVOCABLE TRUST 1 l P /I /
CENTER, INC�\ �\ \\� \ 22 GOVERNORS VIEW RD vq/
�1 26 GOVERNERS VIEW RD` �1 ( I PIN: 965864220200000//5 SWANNA VIEW DR /�J J \���\ J �\ ��\ \�•/� �` / /�� �\ �.� PIN: 965854936300000 1 \\\� \ 1 1 I l \ l -� \ \� U i - / / �((� / `-o l/)
i 1 \� \\ �- _ /� �� �� ti\�,� ii - ��j/ PIN: 965864013900000 \ �� - -� - -//� V.
j I
PIN: 965854442000000 - - / l \\ \\ -\\ / \ / . / J /
'KE_� r\��\ =� 100-YR FLOODPLAIN (TYP.) \ =
\ i _� _ NE X \ _
F �\ \ �_ _� �• \� �/� �_ II FEMA- _ ZO \ �_ /� �j / C j o
�_ �\ - FEMA - - EMA- '-\ �. r / �P✓ l /'"'
\ \ \ / / FEMA\ . \ ��_'�� �- ✓ /�
\ \ _ 500-YR FLOODPLAIN (TYP.) \ / i \ \ I
ZONE
-4E M \\ \ gip- \ \ �y/�j���
Zz
- -J �_ - : ---Y Eta IN
/j
S _ - - -� ��` ��� =� pA'�/ \ 1 EM
_ - _ 1 \ /// / ' --� ✓ � � ^ \ �o�\U vP � -0.16-q�---- - --s-----s-- �-s--tr-s- -u_-__ / / /
/ GOVERNORS VIEW ROAD /-u_,c
- 0.00 .-0.24-�-0.18
-.1.478 k0.83�0.73� k0.32 0.00 f I I I I
\\ ° -
\ � 5.49 5.03 6.42 2 6A9 5.64 4.62- 3.63�P3.43��3.39-_ 2.87-�F2.43-2 2 5 91 P 1.92 2.28� 2.4�- 2.59- 3.01- 3.11- 2.71- 1 '�� 20 s
X
\ \ \\ 1 ✓ 0�5� � ` 4,03 3.32 3.32 4.39 3.47 2.71 0 3.16 4.11 3.92 9010 \\\ %� o j CAROLINA TRUCK 1 ��
7.49 k 8.76 k 8.27 8.89 8.88 8.51 k 7.33 6.23 6.48 k 7.58 k 6.17 5.08 k k_ )
/ I `\ v / 1 TERMINALS, INC
k / � � ' Y 56 TRUCKERS PL
PIN: 965863391700000 Q O /
8.48 8.45 8.72 / 8.82 k9.09 k8.10 '7.65 k7.97�k8.12 \-7.46 6.86 5.64 4.95`�6.10 6.45 2.04fk0.25 0.40 -0.21 30' STREAM BUFFER (TYP.)_
\\ \ \ \ \ \ \ ( 2.82 k8.63 k _
EXISTING WETLAND (TYP.) �) I
f
,' �- - 10.80 10.68 10.70 11.59 / k 9.68 k 9.09 k 8.12 7.11 6.85 6.57 k 7.16 1 08
k9.58 12.61 10.40 10.52 10.33 � _
� � is
\I
MR w
11.24 12.33 1.70 11.72 1.70 \-8.24 765% 8.08
a 0 O - EXISTNG STREAM (TYP.) �2.71 10.83 10.35 10.6
J
✓
1.96 10.84 10.50 10.68 10.57 11.46 10.92 10.94 11.13 11.62 11.07 9.80 )r8.93 8.95 k8.77 k8.87 9.22 -0.LJ r201-
LLj_ Elevations Table
--41717
\ \ \ \ \ \\ I.45 10.99 10.92 10.80 00.25 10.18 - 10.90 9.29 9.08 10.43 10.55 10.06 k9.50 k9.31 9.57ILI
8.17� 1.11 J I
I � �
\41\ \ 10.40 10.25 9.95 10.28 9.39 9.75 10.06 10.77 10.21 10.11 9.35 9.93 8.96 2.19� j
Ak
'` \\� 0.90 10.12 10.58 10.73 _ w I I o, (\ I
\\tom
\\\ \\ \
$.21 J
0.65 8.45 10.23 10.20 11.04 10.45 10.07 9.88 8.28 8.75 10.39 10.67 10.74 10.66 10.43 10.02
\\\\\\ \ \ \
\\� �\ \ \ Q I ' CUT VOLUME (UNADJUSTED) = 256.61 CU. YD. S
\\ \� \ \ \� \ I I FILL VOLUME (UNADJUSTED) = 31,182.03 CU. YD.
oF\ s
\\� 0.36 3.24 k8.82 10.08 11.33 10.55 9.96 9.55 6.97 7.63 9.73 10.55 10.62 10.59 10.39.87 9.02 3.14 I I NET VOLUME (UNADJUSTED) = 3,0925.42 CU. YD <FILL>
9 10.40 10.24 10.09 k8.64 k8.35 k9.92 10.59 10.49 10.64 10.52 k9.60 8.23 3.59
-o. \1 72 2.39 8.76 .95 ` / \
PROPERTY LINE (TYP.)
Ab
\�\\ \\ \ \ ~ � \\ \ \ \ \ \ of Row • � I I \ \ �_ -- � /
\ \ \
5
-0.01 k0.53 k0.95 1.59 k9.13 9.00 k9.41 V9.24 6.85 8.E 10.07 10.64 10.56 10.70 9.96 9.0 8.33 k3.91 / /
I 2o�a --
o ALDI, LLC
480 SWANNANOA RIVER RD
3 10.85
\ \\
N.° �\ ,��\ • 0.57 1.19 k3.08� 8.21 8.50 k8.35 6.96 7.52 9.910.84 10.79 9.26 k8.36 7.09 4.01 I I PIN: 965863160900000
\\\ \ `�\ �\ \\ \ \\\ \�� \ \ \\� 4.22 8.72 k 8.04 7.29 10.25 10.97 10.96 10.84 9.41 8.17 k 5.94 k 3.81 J J
�\\��� -f v \Fw\ 0.40 �0;18 1.71 �`�
_17 f
w\ // \0.27 0.361.50 4.11 k7.51 8.86 10.47 11.06 10.26.�L� 9.69 k8.83 6.05 2.59
-1.09 -0.06 -0.64 .1.06 3.39 10.08 9.79 9.15 8.12/5.54 2.03 X0.50 \ 1
z
\ l \\ \ \ �\\ x� q�Nq \ V \ -0.69 -0.42 -0.53 -0.07 1.90 4.48 3.39 k0.44
In
Qo Q ���\\� i/ �\ \ \ '9� -0.48 -0.81 -0.31 -0.78 k-0.21 k-0.05 QF-0.44 k-0.52
-0.31 k-0.28 0.60 -0.31� k-
\\�
CITY OF ASHEVI LL E _ \A
l
PIN: 965844935400000 �\ \ ~ �\ ~ r
-0.22/-0.20 - 0.13 k-0.29
o HORNE DEVELOPMENT \ \
RIVER BEND, LLC
PIN:r 965853869700000160-110
SITE LEGEND
PROP. MAJOR CONTOUR LINE G �\ \\\\ \\ \ \ \\\�\� \ o:71�
PROP. MINOR CONTOUR LINE o\� \ \�\\� �� ��\ - / -FW \ - J
EXIST. MAJOR CONTOUR LINE ? r-
EXIST. MINOR CONTOUR LINE
® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
T. MANNINO
DESIGNER
E. WAKEFIELD
REVIEWER
S. BURWELL
EARTHWORK EXHIBIT
D
PRELIMINARY
-FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
DATE PROJECT # FUNDING #
MARCH 2O23 21.00169 XXXXXX
SHEET
EXB
FM
NO. I DATE I BY
DESCRIPTION

APPENDIX C
Construction Schedule

BUCKEYE
COMMUNITY
H(0)PE
FOUNDATION
Housing Division
Project:
Redwood Commons Senior Apartment Housing
Address:
21 Governors View Road, Asheville, NC 28805
BCHF Project #
220201
NC HFA #
APP22-081
Date:
4 April, 2024
RE:
Tentative Construction Schedule
Preliminary Construction Timeline for Redwood Commons
Note that all dates and durations indicated are estimates and subject to change.
• Anticipated Submittal to City of Asheville TRC for Site and Building Permit review:
o 24 May 2024
• Anticipated Submittal to North Carolina Housing Finance Agency for final approval:
o 24 May 2024
• Permit & Agency Review Period:
o 90 days (estimated)
• NC HFA approval / Permit Issuance
o 2 August 2024
• Construction Mobilization
o 12 August 2024
• Sitework
0 3 to 4-month duration
o Anticipated complete by December 2024
• Vertical Construction
o 11 months duration
• Substantial Completion
o Anticipated by November 2024
• Occupancy / Tenant Move -In
o Anticipated by December 2025
END
Buckeye Community Hope Foundation Housing Division
4210 Sweet Gum Crossing, N. Charleston, SC 29420